07/17/1991 Contract
Contract Documents
Contract No. KJ-OI. Site Grading & Caissons
Toppino's. Inc.
Table of Contents
I. Contract Aqreement
A. AlA Document AIOI/CM
B. Public Construction Bond
C. Certificates of Insurance
II. Submitted Bid Proposal bv To~pino's. Inc.
III. Biddinq Documents
A. Volume I, Bid Group I Bid Documents
B. Volume II, Bid Group I Technical Specifications
C. Addendum No. I
D. Addendum No. 2
E. Addendum No. 3
F. Addendum No. 4
THE A.MERICAN INSTIT~~I~o q-fp M<(;~TECTS
11;~UG 20
: t
P12 :34
AlA Document A101/CM
CONSTRUCTION MANAGEMENT EDITION
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STlPULA TED SUM
1980 EDITION
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN ATTORNEY IS ENCOURAGED.
This document is intended to be used in conjunction with AlA Documents
A201/CM, 1980; 8141/CM, 1980; and 8801,1980.
AGREEMENT No. KJ ..:...Q.Q.L... Bid Package 2. ..:.. Site Grading and Caissons
made as of the
Hundred and Ninety-One.
day of
in the year of Nineteen
and the Contractor:
Board of County Commissioners
Monroe County
500 Whitehead Street
Key West, Florida 33040
Toppino's Inc.
P.O. Box 787
Key West, FL 33041
BETWEEN the Owner:
the Project:
New Monroe County Detention Facility
Stock Island, Key West, FL 33040
the Construction Manager: Morrison-Knudsen/Gerrits
the Architect: Hansen Lind Meyer/Gonzalez
The Owner and the Contractor agree as set forth below.
Copyright 1975. @ 1980 by The American Institute of Architects, 1735 New York A\ enue, N W, Washington, DC 20006, Re-
production of the material here.n or substantial quotation of its pro\lsions without ",,,:ten permission of the AlA violates the
copyr:ghtlaws of the United States and will be subject to legal prosecution.
"I" DOCUMENT "101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
,~1~'''GE'\f'T EOITIO", . lL:",E 1980 EDITION . AIA~ . @1980 . THE AMERICAN
". - -. -":" ' r ;\C" - '.r' Vf'p..: .....\'( "..: \\' \\,:6.,SH~,r;T(lo....; 0 C 2~
A101/CM - 1980 1
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and
other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after
execution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this
Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7.
ARTICLE 2
THE WORK
The Contractor shall perform all the Work required by the Contract Documents for
(Here ;nJerr the c~prion descriptive 01 rhe Work ~s used on orher Conrr~cr Documenu.)
Bid Group 1, Bid Package 5 - Site Grading and Caissons
ARTICLE 3
TIME OF COMMENCEMENT AND SUBST ANTIAt COMPLETION
The Work to be performed under this Contract shall be commenced on the date as established
in the Notice to Proceed.
and, subject to authorized adjustments, Substantial Completion of the Work shall be achieved not later than
(Here inserl ~ny special provisions for liquidaled d~maBes re/~ling 10 I~ilure 10 comp/ere on lime.)
the time indicated in Section 00350, Milestone Schedule
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTIO'<
:\1ANA,GE~1F".:T E~rTIO~ . JUNE 1980 EDIT10"4 . A'.~'i' . r-'930 . THE A\H:R1CA,",
~~(\1Ir"1 _ 10?(\
ARTICLE 4
CONTRACT SUM
The Owner shall pay the Contractor in current funds for the performance of the Work, subject to additions and
deductions by Change Order as provided in the Contract Documents, the Contract Sum of
One Million, Two Hundred Sixty-One Thousand, Ninety-Six Dollars
and Twenty-five Cents........................ ..$1,261,096.25
The Contract Sum is determined as follows:
(St.tr hrrr thr b..r bid or other lump sum .mount, .ccepted .lrrrn.tes .nd unit pricrs. .. ."plicm/r.J
A. Base Bid, including Owner option No. 5-03.
$1,292,526.25
B. Alternate No.
5 -0 2 . .
.DEDUCT.
...(21,666.00)
C. Alternate No.
5-03....
.DEDUCT.
.......(
9,764.00)
TOTAL
$1,261,096.25
.
ARTICLE S
PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Construction Manager by the Contractor and Project Certificates
for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the
Contractor as provided in the Contract Documents for the period ending the Twent y- F if th (25) day of each
month as follows: (Approxirna tely)
Not later than Thirty (3P) days following the end of the period covered by the Application for Payment,
N . 1- pE!rcent ,q n %) of the portion of the Contract Sum properly allocable to labor, materials and
equib'^~nl)fncorporated in the Wd'rk and Ninety percent ( 90'''10) of the portion of the Contract
Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon
in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by
the Owner; and upon Substantial Completion of the Work, a sum sufficient to increase the total payments to
One 0 Hundred percent ~ 00%) of the Contract Sum, less such amounts as the Architect shall determine for
all incomplete Work and unsettTed claims as provided in the Contract Documents. .
(If no! covered r/s'!where in the Conlr.c1 DocumrnlS, hrrr insrrt .ny provision for limiting or reducing the .moun! retained .fter the Work ruchrs a crrr.in
st.ge of completion.)
PaymlJ(lts due a~ unpaid ur,eer the Coryract Docu~nts shall b~r interest from t~ date ptyment is du~t the rate
enterea ~Iow, orin ~e ab~nce th~or; at the ~gaT rate prxvaiTing atxhe place ofthelroJect.
(Here Insert any rale of In:erest dgree~upon.)
(Usury IJ\"_ Jid requ/femf'nt:> Ufj~t! the federal Truth in Lending Act, simiiJf $tJtl' and /0('.11 consu'r.(,,' credit },21\5 Jnc other !(':'.;,'JliofL~ J: :.1(' O\\!7cr's
and Con(.'.:;<',"'~ principal places D; bU5;nes5, the locdtion o~ the Pro;ect and f'ls('\\r:ere mJ\' affect the \J"'-(Jit~ 01 1:':~' rr()~isJOn 5{l~c!fic legal Jd\'lce ~hould
be obtained \\;(11 r('spectro deielic"": modification or utht-r fi.:cjL','r{'menls such as Wr;~!en d:,c!o5urcs Ot \\,J,'\ers.)
AlA DOCUME~T Al0l/CM . 0\\ 'ER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEME"T EDITION. JUNE 1980 EDITION. AlA" . @1980 . THE AMERICA,\;
1'i<TITtH r" ARCHITECT5, 1735 "EW YORK AVE. N II' II \'I-W...C10" , D C ~(1(""
A101/CM -1980 3
ARTICLE 6
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the
Contractor when the Work has been completed, the Contract fully performed, and the Architect has issued a Project
Certificate for Payment which approves the imal payment due the Contractor.
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings
designated in those Conditions.
7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed
in Article 1 and, except for Modifications issued after execution of this Agreement. are enumerated as follows:
(List below the Agreement, rhe Conditions 01 the Cont,.ct (General, Supplementary and other Conditions], rhe Drawings, the Specifications, and any Addenda
and accepted alternales, showing page or sheel numbers in all cases and dares where applicable,)
I. Bidding Documents:
1. Bid Group 1 Bid Documents for New Monroe County Detention
Facility Volume I Table of Contents, Pages 00001-1
thru 00001-3 Date May 22, 1991.
2. Bid Group 1 Technical Speciations, Volume II, Table of
Contents, Page 00001-4 Dated May 22, 1991.
3. Addendum No.1 Dated June 3, 1991.
4. Addendum No.2 Dated June 5, 1991.
5. Addendum No.3 Dated June 6, 1991.
6. Addendum No.4 Dated July 3, 1991.
II. Submitted Bid Documents by Toppino's Inc.
7 .
Proposal Form, Dated July 10, 1991, Pages 00105-1
thru 00105-5.
Schedule of Unit Prices, Pages 00135-1 thru 00135-2.
Contractor Evaluation Form.
Lobbying and Conflict of Interest Clause.
Sworn Statement of Public Entity Crimes.
Non-Collusion Affidavit.
Subcontractor Listing.'
8. .
9 .
10.
11.
12.
13.
IV.
Accepted Alternates and options by the Board of County Commissioners,
in their regularly scheduled meeting on July 17, 1991:
. Base Bid, including Owner option No. 5-03
. Alternate No. 5-02
. Alternate No. 5-03
Post-Bid Document Substitution:
. Execute and submit attached 'Public Construction Bond', Page
00610-1, which will replace 'Labor and Material Payment Bond',
AlA Document A311/CM.
. Submit with Progress Payment Requests, attached 'Contractor's
Affidavit on Release of Liens', Page 00908-1, which will replace
'Contractor's Affidavit of Release of Liens', AlA Document G706A.
III.
AlA DOCUMENT A1Gl/CM . OWNER-CONTRACTOR ...GREEMENT . CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIAf) . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE.. .-";W, WASHINGTON, D.C. 20006
A101/CM -1980 4
7.3 Temporary facilities and services:
(Here insert temporJry fdei/,Uel dnd lervices which dre diHerent trom or in ddd/lion 10 thole included ellewhere in the Contract Documents)
Reference Contract Documents
7.4 Working Conditions:
(Here list any special conditions aHecting the Contract.)
Reference Contract Documents
(Seal)
Attest:
L
BY:
,)) e. .
"Approved as to Form
and ~ SUffiCienc~
BY:. .. -7?; ~ -Z ~ _
~orneyls Office
'\
DATE: 8-/9-9r
Clerk
DATE:
This Agreement entered into as of the day and year first written above.
OWNER Monroe County
Board of County Commissioners
~~~.,""^~ .~~ ~~
ITS: Mayor/Chairman
CONTRACTOR
Toppino's Inc.
BY~~ G-~_:A
ITS;- c AM':fl-<-::r
AlA DOCUMENT AI0liCM . O\\':-;ER.CONTRACTOR AGREEMENT. CONSTRUCTION
MA.\;AGEMENT EDITION. JL'E 1950 EDITION. AIA<8> . ([1980 . THE A"ERIC.",
1"...CT'Tt'Tr r-~ ~['rl"-',r ::: ~-,::; ...~:-'. \
~ 101'('''1 - 1980
CONTRACTOR'S AFPIDAVIT OP RELEASE OP LIENS
PROJECT:
(name, address)
CONTRACT DATE:
state of:
County of:
The undersigned, pursuant to Article 9 of the General Conditions
of the Contract for Construction, AlA Document A201, hereby
certifies that to the best of his knowledge, information and
belief, except as listed below, the Releases or Waivers of Lien
attached hereto include the Contractor, all Subcontractors, all
suppliers of materials and equipment, and all performers of Work,
labor or services who have or may have liens against any property
of the Owner or claims against the public construction bond arising
in any manner out of the performance of the Contract referenced
above.
EXCEPTIONS: (If none, Write "None". If required by the Owner, the
Contractor shall furnish bond satisfactory to the Owner for each
exception. )
SUPPORTING DOCUMENTS ATTACHED HERETO:
CONTRACTOR:
1. Contractor's Release or Waiver of
. Liens, conditional upon receipt
of final payment.
2. Separate Releases or Waivers of
Liens from Subcontractors and
material and equipment suppliers,
to the extent required by the Owner,
accompanied by a list thereof.
Address
BY:
Subscribed and sworn to before
me this day of 19
Notary Public:
My Commission Expires:
07/16/91
AFFIDAVIT OF RELEASE OF LIENS
00908-1
PUBLIC CONSTRUCTION BOND
BY THIS BOND, We TOPPINO'S, INC. , as Principal and AMERICAN
INSURANCE COMPANY, a corporation, as Surety, are bound to MONROE COUNTY ,
herein called Owner, in the sum of $1,261,096.25 for payment of
which we bind ourselves, our heirs, personal representatives,
successors, and assigns, jointly and severally.
THE CONDITION OF THIS BOND is that if Principal:
1. Performs the contract dated , 19-21-, between
Principal and Owner for construction of NEW MONROE COUNTY DETENTION iACILITY*
the contract being made a part of this bond by reference, at the
times and in the manner prescribed in the contract; and
2. Promptly makes payments to all claimants, as defined in Section
255.05(1), Florida Statutes, supplying Principal with labor,
materials, or supplies, used directly or indirectly by Principal
in the prosecution of the work provided for in the contract; and
3. Pays Owner all losses, damages, expenses, costs, and attorney's
fees, including appellate proceedings, that Owner sustains because
of a default by principal under the contract; and
4. Performs the guarantee of all work and materials furnished
under the contract for the time specified in the contract, then
this bond is void; otherwise it remains in full force.
Any changes in or under the contract documents and compliance with
any formalities connected with the contract or the changes does not
affect Surety's obligation under this bond.
DATE ON July 24 , 1921-.
".r-.-
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(/;)V~~ L)tJ~O<
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~
/
TOPPINO' ~7 IN.C.
----0
.s;:; ,
(- :101W7A0L
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AL)
t. {3 oJl~
BY
(AS ATTORNEY IN FACT)
E. B. Blondell, Jr.
AMERICAN INSURANCE COMPANY
(NAME OF SURETY)
~~~
*Stock Island, Key West, FL 33040
07/16/91 PUBLIC CONSTRUCTION BOND
00610-1
GENDlAL
= THE AMERICAN INSURANCE COMPANY
kNOW ALL MEN BY mESE PUSENTS: That THE AMERICAN INSURANCE COMPANY, a Corporatioo iacorporated under the laws or the Swc or
New Jeney OIl February 20, 1846, aad recSomestic:ate 10 the State of Nebraska OIl June I, 1990, aad baYiDa its priDcipaI orrlCC in the City or Omaha, State or
Nebraska, has made, coastitutcd aad appointed. aad docs by thac pracotI make, constitute and appoint JUAN E. BELTRAN, ROBERT R.
LaROUE, PAUL E. ZACHARSKI, E. B. BLONDELL, JR. and GEORGE T. CLEVELAND, jointly or severally
MIAMI, FL
Ita true aDd lawful Att.omeJ(a).ln-Fact. with full power and autbor1t7 berebT coaf'erred In ita oame, pbce and eteacl, to execute, .... admowledp
aDd cWiYer arJ7 and aD boada,uDdertaJdDc. """"'I"I...~ or ather writteIl obIIptIouln the uatunI thereof'; fbr all obJiaoeeslDcluc1iDc u,y and all
cooaenta requIrecl bJ the Departmeat orTraDaport8i;loD State orFlorida. bddeDt to the re1eue af'retalDecl ~ and/or ftul.-tl.......--
and to bIDcl tbc Corporadoa Ibcreb1 as fully aad 10 the IUDC ClllCDt as if aucb boada were Iiped by the Praideat. IC&Iecl with the corporate seal of the
CorporadOIl aad duly attested by its Secrdary, hereby radfyiq and COIlfIrminI aD that tbc saJcl Attomey(s)-iD-Factlll&J do in the premisa.
'I1aiI power or attomeY ilpuled punuaIIllO Ardc:Ic VII, Sec:tioas4' aad 46 or By-laws of THE AMERICAN INSURANCE COMPANY now ill run rorce and
effect. '
"Ardde VB. ~ adAIIItodC1.t..,.,,' SetftWfes, A,,"""""1Id ad ~"'oll<<Jefll LepI ~ ad MUeA~
SedIoa 45. ~ ne a..Iraaa of lite Baud .f DIredAln. lite PreIIdcIIt. UJ Vke-PralcIeId ... UJ aCIIer peI'IOIl aatHrtzed ..,..tbc Board of
DInden. die CMInaa of lite ...... of DIndon. die ~ ... UJ VIceoI'nIIdeId .." rro. CI8Ie to ..... ...... lteIIdeat AIIIstut SecrdarIeI ....
AttonQI .. Pad to repnICId ... ad f.... ..1IeIIaIf of lite CoqIoradoII.... AacaCI to KCePt IepI procell'" ..u appeuucea for ... ..1teUIf of die
CorpondoL
SedIoa ~ A~ ne llIdIIodtJof.... RaIcIcM AIIIstut SecftCuIes. Attone:JHa-Fact'" ApaCI....IIe.. prac:rIbed" die a..an-t nIdeadII&
... ....mmM Art1........... ad allUIdlorIt1 putcd CIIeIW1.., IN: rnoked.t UJ CI8Ie b1 tile...... ofDlrecton. b1 UJ perIOtI empowered to
..u'" ..............
'I1aiI power or atIOmC1 illiped aad ICIIecl UDder aad by the .utboritJ of the followiJllllclolutioD adopted by tbc Boucl of Directon of THE AMERICAN.
INSURANCE COMPANY at a mectiD& duly caIlecl aad bdd OIl the 31st daJ or July, 1984, and said Resolution bas ~ been amcoded or repea1ecl:
"RESOLVED, that the sipature or lIDJ YICll-PresidcDt, .AIIistaDt Sccrctary, and Resident Assistant Secretary or this Corporation, and the seal or this
CorporatiOD IDaY be afrJXecl or printed OIl any power or attomcy, OIl any revoc:atioD of any power of attorDC)', or OIl any certif'1CatC reIatiD& tbcrcto, by facsimilc,
and any power of atIOmC1, any rcvocatiOIl or lID)' power or attorDCY, or certif"1CatC bcarlDa such racsimile sipaturc or racsimile seal sba11 be valid and bindiDa
upon tbc Corporation:'
IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY has caused these presents to be sianecl by ill Vice-President. and ill corporate seal to
1st June 90
be hereunlO affixed this clay or . 19_.
THE AMERICAN INSURANCE COMPANY
By
od-- -
~~~-~---~~~
STATE OF CALIFORNIA }
COUNTY OF MARIN .. .
Ontbil 1st clay or June , 19~bcforcmepcnoaa11yc:ame R. D. Farnsworth . .
10 me bowD. wbo, bciq by me duly sworD, did depose aDd say: that be is Vice-President or THE AMERICAN INSURANCE COMPANY, the Corporation
dac:ribed in aDd wbicb aec:utcd the above iastrumcDt; that be bowl tbc _ of said Corporatioa;,that the sca1 afrJXeclIO the saJcl iDltrwDCDt ilsuch corporate
IC&l; that it was 10 affixed by order or the Boucl of Directon of said CorporatioD and that be signed his DlIIllC thereto by like order.
IN WITNESS WHEREOF, I haft bcmmto set my band and affixedlDJ offidlll seal, the day and year bercia first above written.
.
OFFICIAL SEAL E
@ J. M. YANDEVORT I
NOTARY PUBliC. CALIFORNIA I
PrincIpII OffICI In Marin County
JAr c..r.lstlell EQim .... U. '991 i
...............................IUI;
VIco-PraIdeoIl
~
~ PlIlIIic
(;I!Klll'lCATE
}&
STATE OF CALIFORNIA
COUNTY OF MARIN
I, the UDdcrsipecl. RelidCDtAuistantSecrdaryofnlEAMBIUCAN INSURANCBCOMPANY, a NEBRASKA Corporatioa, DO HEllBBY CERTIFY that
tbc roreaolDland auacbed POWEll OF ATIORNEY remaiDs in run forceaad has DOt been revoked; aad furtbermorethat Artic:Ic VII, SectiooI4' and 460ftbc
By-laws or tbc Corporadon, and the RaolutiOIl or the Board of ~ set fonh ill the Power or AttonlCf. are now ill force.
.1111 Y .19ll-.
/~ ~ ?2;4
............ Secrcw1
Si&Decl and scalecl at the County or Marin. Dated the ? lJ. 1'" h day or
36071t-TA-6-90 (REV)
..... _.- ",>.,.~.--~-..,...,..:-.-........:.~......:,.......--...-. .
..--.......".......-..-.
:}.............CE....:............................................R................tl.~r~~.....~~.....I~~~.~:...........:::....................:.....................mtW...........:.............:...:.......:.........i.................:.....:...:
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-.:.-.::::-: :.:.:.:.:...:.;.:.:.;-:.:.:-:.:.:.:.;.:.:.;...:....... :::::::::::~:{:.:.:.:::::::::';':-::'"
.:00.10,:....:..: .::{ ISSUE DATE
:::::::.;.;.:.;.::;.;.;:;.;.;............
......, ,:::::::,:-,"/::::::,:;.
..........................;.;.:.:.:.:.:.:.:.:.;.;.:.;.:.:.:.:.:.:.:.:.:.: ....
KEY WEST INSURANCE INC.
104 FLAGLER AVENUE
nEY WEST FL 33040
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED IIYTHE POLICIES BELOW
PRODUCER
COMPANIES AFfORDING COVERAGE
CODE
SUB-CODE
COMPANY A
LETTER
COMPANY B
LETTER
COMPANY C
LETTER
SOUTHERN UNDERWRITERS
INSURED
TOPPINO'S, INC.
P. O. BOX 787
KEY WEST, FL 33041
COMPANY
D
LETTER
COMPANY E
LETTER
.:~gr~;~::tjm:r..j.:n..r:~~t~?j~~}:~:jr.::j:.j?}j:::ttM;M;Mi}j;M~rlm:t.:~~.:rtIjmj?:r:j:rtrm?jM}:1.1}:.}}}..:.}:r::r:jr:m:::m::}.r.:::::...::r}.rrr.?:tm}.....}:~}..:rm}}.j::r::::::~::~~~~jmr.::~::~:.:.:.:.}}}.....::{rrr.}M:rm:.:{?'i?.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BYTHEPOLICIES DESCRIBED HEREIN IS SUBJECTTO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE
POLlCY'NUMBER
ALL LIMITS IN THOUSANDS
02/02/91 02/02/92
GENERAL AGGREGATE
PRODUCTS-COMP/OPS AGGR
PERSONAL & ADVERTISING INJUR
EACH OCCURRENCE
GENERAL LIABILITY
COMMERCIAL GENERAL LIABILI
CLAIMS MADWOCCUR.
OWNER'S & CONTRACTOR'S PROT
SGL0800371-02
AUTOMOBILE LIABILITY
SBA0800345/04
FIRE DAMAGE (Anyone fire)
MEDICAL EXPENSE (Anyone person
COMBINED
SINGLE
LIMIT
,
1 000
ALL OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
BODILY
INJURY $
(Per person)
BODILY
INJURY ,
(Per ace)
PROPERTY
DAMAGE
EACH
OCCUR.
$ $
EXCESS LIABILITY
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
$
$
$
(EACH ACCIDENT)
(DISEASE-POLICY LIMIT)
(DISEASE-EACH EMPLOYEE
OTH.
DESCRIPnON OF OPERATlONS/LOCAnoNS/VEHICLES/RESTRlcnONS/SPECIAL ITEMS
MONROE COUNTY DETENTION CENTER
ADDITIONAL INSURED: MONROE COUNTY, BOARD OF CO. COMISSIONERS
ADDITIONAL INSURED: MORRISON-KNUDSEN GARRITS
.................
.................. .
................. .
MONROE COUNTY, BOARD
OF CO. COMMISSIONERS
500 WHITEHEAD STREET
KEY WEST, FL 33040
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
MAIL.6.1l- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
... ...... ... .... .............. . .....'..................'....................................-:...................
............ .......
...... .........
--.......
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........_,...,.. ...............................
!~~!.JfWJrt:il;$(~.
::.:.. ~UT DREPRESENTATI~E
.. ~ 1
.......:.:.:.:.:.:.:.:.:.::...:.:.:::::...:.::..::::.:::.:::::::..:::~:':'.'...::.:..:'......:.:..,::..:...:~~:...:.::.::::::::.:"":::':":.::.::.
'ftOtlUCER
MATSON INSURANCE & BO~~1NG,
6291 BIRD RD.
MIAMI, FL 33155
INC.
COMPANIES AFFORDING COVERAGE
'.
COMPANY A
l.ETTER
FLORIDA HOME BUILDERS SELF INSURERS FUND
INSURED
~ANY' B
IOPPINOrS, INC.
P.O. BOX 787
KEY WEST~ FL. 33041
COMPANY C
t:E:'ii"El'I
COMPANY 0
~R_
COMPANY E
LETi"ER
r&Y-m.~s ;~~~~W~~~~1~h~;~~~~~$:~~~~~~~~:'~~~~~~~~~t~~~A:;-~~c~t~~;~~~?r~~;~~i~":~~~:~~~-;,~~~~,:~~w~~;;~~~~~~~~:~~ ::
THIS IS TO CERTIFY 11-IA T THe POUCIES OF INSUAANCE USTEO BELOW HAVE 8EEN ISSUEC TO THE INSURED NAMED ASOVE FOFl THE POUCY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONOITION OF AN.Y CONTRACT OR OTHER OOCUMENTWlTH RESPec;rTO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PeRTAIN, THE INSUAANce AFFORDeD BY THE POLICIES oeSCRISED HEREN IS SUBJECT TO ALL THE TeRMS,
EXCLUSIONS AND CONDITlONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BeEN FlEDUCED BY PAID CLAIMS.
CO'
LTR.
. TYPE OF INSURANCE
POUCY NUMBER
. I '
i POucv EFFECTtVIO 'POUCY &XP1AATlON
: DATi [MMIOD1YY} ~ I)Aft.(UMJODfYY) :
i GENERAL AGGREGA~ ~ $
! I"flODlICT3-COMPfOP AGG.. . $
j.-
! PERSONAL & NJv. INJUFIY : S
.
LIt.uiS
; GENERAl. UA.BIUTY
i...- ,
! ! COMMERCIAL GENERAl. 1.lAelUTY :
I - '" -i, E----; OCCUR.'
.' , '-1 iClAJMSMAD . i
! i OWN'eR'S & co~o~'S PRor!
! [ !
! I
[ A.UTOM0811.1i UADIUTY
'I ANY AUTO
! IiACH OCCURFlENce : S
I RRE DAMAGE (Any ~e fin;!) : $
i Ma:l. ~ CMi one llSI8(lll) s
! COMBINED SINGLE
I UMIT
I
.5
;-----, , i
~ ALL OWNED AUTOS ! i
:......J SCHeoUl.fO AUiOS ; :
, HIRED AUTOS ,
~ i ,
: NON-CWNEO AUTOS I ,
,....--.-. ,
; ; GARAG~ UABtLl'TY ;
'----' : :
, ,
, ,
f BODILY INJURY S
I (Po< pv,;on)
j~ -
i eoOILY INJURY 5
I ~8r acdcl8nt)
! PROPERTY CAMAGE s
liACHOCCU1'lRENOE s
,
C~GGR~GATe 5
~
;
: EXC!$$ UA$ILIT'Y'
:.~_"j UMBRElLA FORM
, 01'l1eA tHAN UMBREllA FORM
A
WO~SR'S COMPENSATION
AND
EMPL.OYet'ls' L1ASILITY
19377
l I STATUTORY I./MliS ~
i EACH ACCIDENT '$ 500,000
1 -~-
OISEASE--POUCV UMrr '$ 500 ~ 000
! DlSSAS5-eAC:H EMPLOYEE S 500' ~ 000-
i
OTIiER
j
CESCFlIPTION OF OPERA TIONSII.OCA T10N$/VEHIClESISPEClAL ITEMS
RE: PROJECT FOR ~"EW MONROE COUNTY DETENTION FACILITY, STOCK ISLAND KEY WEST FL. 33040
_~~I!T~~..!.~.!:!f>.':BEFl " ::.~;~~~..::::'::;~L?;:,L:::;' .,~.::.: :~Lt~CM!CEk~ T1.Q!! _~:>:';'i;''''''':~.}i";~.,7::::~~~-~2::':, ,,~~:,..:.~S --:'::-2~=;0;~','::,:~~~:'::'
-~ SHOULD ANY OF THe A80VE DESCRleeO POUCIES 81'; CANCElleo eeFO~E THE
~ EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL eND~VOR TO
'4 MAIL 60~: OAYS WRITTEN NOTICE TO THE CeFlTlftlCATE HOLDER NAMED TO THE
oj
'; lEFT, BUT FAILURE TO MAIL SUCH N()TIC~ SHALL IMPOSE NO OBLIGATION OR
~.~(=~~~RR~R::=^.~:S
- ~. - - __.,...'"'.,.-..,r-;." _F'o.r-'-T"".r--...............,nlL.t ,.,...,..
BOARD OF COUNTY COMMISSIO~~
MONROE COUNn
500 WHITEHEAD ST.
KEY WEST, FL. 33040
-......""'.--
~s:ORD 25:~ (7/90) ,
:.~~"",,-,,"',:~~
SECTION 00105
PROPOSAL FORM
Bid Package No. 5
site Grading , Caissons
BID TO
.
.
MONROE COUNTY - CLERK OF COURTS
500 WHITEHEAD STREET
KEY WEST, FLORIDA 33040
BID FROM:
J"J1EelliO'S, ~C.
f P 0 ROX 7R7
.KEX 'NEST, Fl 33041
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Package NO.5, site Grading , Caissons
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment~ transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available
and from inspection and examination of the site. '
07/03/91
PROPOSAL FORM
00105-1
Base BicS
1- Mobilization $ 15.000.00
2. General Conditions $ 62,157.00
3. Permits $ 1,149.00
4. Bonds $ 19,000.00
5. site Preparation $ 35.604.00
6. Rough Grading $ 135.000.00
7. Finish Grading of Retention Pond Areas $ 53 .891.00
8. Tree Relocation $ 250.00
9. storm Sewerage $ 195,140.00
10. Outfall structures $ 27,451.00
11- Drilled Caissons thru overburden -
Unit Price Basis, Bid Quantity = 1,155 If
1,155 If x 53.45 $/lf = $ 61,734.75
12. Drilled Caissons thru Competent Limerock -
Unit Price Basis, Bid Quantity = 3,445 If
3,445 If x
135.'50
$/lf =
$ 466,797.50
$ 16,500.00
$ 67,972.00
$ 6,630.00
$ 2,500.00
$ 750.00
$ 125,000.00
13. Load Testing of' Caissons
14. Entrance Roadway per Section 02510
15. silt Fence
16. Jr. College Rd. Work
17. Entrance Chain Link Fencing
18. Owner Option No. 5-03: Topsoil and Sodding
in Retention Pond Areas.
Total Base Bid (items 1 - 18)
$
1,292,526.25
07/03/91
PROPOSAL FORM
00105-2
Owner options
19. Owner Option 5-01: Caisson Concrete
At the option of the Owner, either contractor
or Owner will purchase concrete for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including
tax, delivered.
Calculated Quantity
Material cost
1482
b~
cy
ley
20. Owner option 5-02: Caisson Reinforcing
At the option of the Owner, either contractor
or Owner will purchase reinforcing for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including tax,
delivered and off~loaded.
Calculated Quantity
Material cost
278
424
tons
Iton
21. Owner option 5-04: Area F Caissons
At the option of the Owner, install caissons for
future Area F. This area is defined as the area
bound by column lines Gb to La and 17 to 24 as well
as column lines U to X and 37 to 42. Contractor to
install caissons complete.
Drilled thru Overburden
240 If x 53.45
$/lf = $ 12,828.00
Drilled thru Competent Lirnerock
855 If x 135.50
$/lf = $ 115,852.50
07/03/91
PROPOSAL FORM
00105-]
Bid Alternates
22. Alternate No. 5-01: Portland Cement Concrete
Paving in lieu of Soil-Cement Base and
Asphaltic Concrete Paving (reference
Detail 12 on Sheet 1.18). Enter net change,
and whether the net change is an add or
deduct from base bid.
Net Change in base bid for portland
cement concrete paving: Circle
either ADD or DEDUCT.
ADD / DEDUCT $ 9,599.00
23. Alternate No. 5-02: Compacted Limestone Base and
Asphaltic Paving in leu of Soil-Cement Base
and Asphaltic Paving. Enter net change, and
whether the net change is an add or deduct from
base bid.
Net Change in base bid for compacted
limestone base: Circle either ADD or
DEDUCT.
ADD / DEDUCT $21,666.00
24. Alternate No. 5-03: Alternate Compaction Method for
Midden Area (reference addendum 4 to spec section
02222, paragraph 3.l.H.l). Enter net change, and
whether the net change is an add or deduct from
the base bid.
Net Change in base bid for Alternate Compaction
Method for the Midden Area: Circle either
ADD or DEDUCT.
ADD / DEDUCT $ 9) 764.00
07/03/91
PROPOSAL FORM
00105-4
TOTAL BID, items 1 thru 18 (figures)
$ 1,292,526.25
TOTAL BID, (words)
One million, two hundred and ninety-two thousand,
five hundred and twenty-six &---------------------25/100
DOLLARS
I acknowledge receipt of Addenda No. (s) J';l - 3-~
I have included pages 1 through 4 of the Proposal Form (,/, and
attached the required Bid Security~, Unit Price Schedule~,
Contractor Evaluation Form~ , Lobbying and Conflict of Interest
Clause...1::::::::-, Sworn Statement of Public Entity crimes~, Non-
Collusion Affidavit ~, and proposed Subcontractor listing~.
(Cheek mark items above, as a reminder that they are included.)
Mailing Address:
JOrrINO'S, INC.
T P. O. BOX 787
}<t. Y: OW t.S I, ,. L jjl).H
Phone Number:
Date:
"1 /tol'1 I
Signed:~~ ~ -A'-
E.Uw Re.O ~"PP\('\o. S~-:.
(Name) ,
Witness:
~~. ITgE<s .
'(Title) -r-
~~ ~'-t}
(Seal)
07/03/91
PROPOSAL FORM
00105-5
/
/
SECTION 00135
SCHEDULE OF UNIT PRICES
Bid Paekaqe No. 5
site Gradinq , Caissons
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
Unit
Unit Price
1. Equipment Operator, fully
burdened, incl. profit and
overhead.
$/Hr.
$ 25 . 00
2. Laborer, fully burdened, incl.
profit and overhead.
3. Caissons, incl. drilling,
casing, steel and concrete,
in competent limerock
$/Hr.
$ 20.00
$/lf
$ 135.50
4. Caissons, incl. drilling,
casing, steel and concrete,
in overburden-medium
$/lf
$ 53.45
5. Suitable borrow material
incl. delivery, spreading
and compacting.
$/cy
$ 21.14
6. Silt fence, furnished and
installed.
$/lf
$ 2.15
7. Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$/cy
$ 6.00
Material only, J"\ot includinq tax, no delive~
8. 19" X 30" elliptical RCP $/lt
9. 14" x 23",elliptical Rep $/lt
10. 12" x 18" elliptical Rep $/lf
$ 15.54
$ 10.49
$ 8.00
06/01/91
SCHEDULE OF UNIT PRICES
0013:<
--- ......
Description !.!llll Unit Price
11- 1211 RCP CLASS III $/lf $ 8.76
12. 12" RCP CLASS V $/lf $ 10.00
13. 15" RCP $/lf $ 5.86
14. 1811 RCP CLASS III $/lf $ 7.75
15. 24" RCP CLASS III $/lf $ 11. 75
16. 3" DIP $/lf $ 5.54
17. 611 DIP $/lf $ 6.50
18. 811 DIP $/lf $ 8.85
19. 10" DIP $/lf $ 10.75
20. 12" DIP $/lf $ 13.50
21- 16" DIP $/lf $ 20.50
06/01/91
SCHEDULE OF UNIT PRIeES
00135-2
, t,
cA
r.tD4AIII....
. ....WIlI_
'I"~M,,"" "UNO IH.UftAHCa COMPANY
rH~ AMI"ICAN IN.UftAHCI COMPANY
HAT'OHAL au"n" CO"POIIATtON
A'~lAT~O INOIMNIT" COftPOAATlOH
AMI"ICAN AUTOM081LI[ IN'U"AHCI COM~ANY
BID BOND
KNOW AlL MEN BY THESE PRESENTS. that we. TOPPINO' S, INC.
(II Principal. hereinafter called the Principal. and The American Insurance Company
a corporation duly organiud under the law. 01 the SlaIe 01 Nebraska
(II SW'ely. hereinafler called the SW'ety. are held and bly bound unto Board of County Commissioners of
Monroe County, Florida.
(II ObliCjJ", hereinafter called the Oblig... In the IWII 01 Five Percent of Bid Amount
DolI~ (,S\ of Bid Amt).
lor the payment 01 wbic:h IUID well and truly to be .ade. the aa1d Prlncipal and tbe eaid &ur.tJ. bind ounel...... our bean. e.lK~I......
administrators. suCC'euora and aaaiCjJftI. JointJy and I..,.rally. firmly by the.. pr...n".
WHEREAS. the Principal haa lubml"ed a bid lor New Detention Facility on Stock Island, Florida.
NOW. THEREFORE. if the Oblig.. Ihall accept the bid 01 the Principal and the PriDeipal ahaIl enter into a contract with the ObJiCjJee
In accordance with the lerms 01 such bid, and gi"e IUch bond or bonda CD may be specilled Ia the bidding 01 contract documenll with
good and sullicient IW'etf lor the laithJul perlormance 01 such contract and lor the prompt payment 01 laber and material Iwniahed
in the prosecution thereof. or In the eyent 01 the Iallure 01 the Principal to enter aui:h contract and gI.,. ,ucla bond or bonds. if the
Principal shall pay to lhe ObliCjJee Ihe dillerence nol 10 exceed the penalty hereof belween lhe amount apec:iliecl in eaid bid and
luch ICD'CjJer amuunl lor which the Obligee may in good laith contract with another party 10 perform the work co....red by laid bid.
then th~ obligation Ihall be null and ...old. otherwiH to remain In full lorce and .Bect.
Signed and sealed tbia
10th
day 01
June
A.D. 1991.
c;.""'4 ~
)1a~v
(Vt'lln_)
{ TOPPINO' S. I:::;.:....,
;;4w~<P ~~cJ-
(TItle)
(Seal)
f-hs-r 1/ ,p-
(W,...)
~
{THE AMERICAN INSU~~CE COMPANY
/' ~)urer
(v. JJ fiY{~Jd(
E. B. Blondell, Jr.
(s.aI )
\..
Anomer In fact
36054 1 -4-7!5
GF.NDAL
. = TllEAMDtICAN INItJaAN(SCOMPANY
KNOW ALL MEN IY TIlDE........... 11III11IIA"'~""INSUIANCBca.cPANY. .0..... dr. ~..... .....,.._.,
. New JcncJ GO PcbnU7 20. '146. _ ...~ 1->' 'l"" 1M"" 01 tWIrl ~.. "". .-......... III.............. 1M CIIr tlOII*._tI
Nebrub. ........ cOudt.... -IIIP ~...... -... "'......-..... aa _I....... -..... . JUAN I. BELftAR. a<)BUT I.
LallOUE, PAUL E. ZACHAllSKI. E. B. BLONDELL. JIl. and GEORG! T. CLEVELAND. jointly or aever.U)
MIAMI. FL
Ita tr'ae ....lawfal~... wIlIllID........ ........, bIN1Ir I J ........ -- ~.............................
aDd MUwr uq uel aD boDda. ..f~.IrI... ......,....- ..... wriU.....' tf- .. ...............e............ M...,....
<<li"'-ta nqalncl 111 the ~ fII'l'raDIpor1~.... fIlPladU...... to the....... "'...... ....1...... ....IMI ~- -
.... 10 WDd * (:o.p<wldoe ~ u ,., .... to die .... aIaIt u If MIa .... ... == :;::v-. ...... ..... ... wOo.... ... 01"
<:orporadoD .... 4. aaaIell '" III SecrtWJ. ..., ...."... .... coeIInDIaa" M ... .... ..,....... po _'1
'IWI po.- of.......,.. puaed punuut to ArddI VIl.lIec:doeI4S ....46of.,.-..o('I1IBAMDICAN INIU'L\NCBCOMPANY....,. ,--
elf'"
-AI*Ie YO. .wJ..~",. ........,.,...., ......... A"....,. III ,.,..,...... 11..",,..,,,,..,,.-..... AN I. till.
..... 45. ~ ne a.ar.u .. lilt .... .. ......... .. ~u1fV"". .., ~..dll" .., ... ~ ... ~ "... .... .,
DIredGn. ... ~ .. ... ...... .. DIrecMn. ... rv I rf'~ ., Mf ~ "'1...... .." ... ..... .... ...... ....... ....... ...........
AII4lftIJI" P"" ......lIIltt _.. ,..........., .....eer,onaea.. Aa-II....................... ..',llnV'"....... .....,..
Ceq........
Secdoe ..A..... ne~.......... ,.....-4 BecreCuIeI. ~ ...AaeI*..... .~..... IIltlloaCnl ~ ,"', ~.
.... ..,I' . ~,..,... ",lht........ II.......,............,..,.......... ....,... "'lilt...... ."'.,..............
...... ..,d~r- ~-
'I1ab ~ of ......., it IIped aD41C1Jed __ ud '" dle authodtJ of tbe foDowlal a..oIudoa .... .., die lion 01....... of 1118 AMDJCAN .
INSUIlANCI! COMPANY III mecdDa duI1 called.... Wcl GO dle Sill cIa1 of 1. 1914. .... aid a............,........... or repealed:
-USOLVBD. tba& die IIpaNR 01 UlJ ~ It..,.... SecnLu'J. ... .... As""" ........, 01 dill 0Irpcw.... ... tbe ... ., dill
Corpondoe IDQ bcamuil or prIDred OG.., power 0I1IIOI'DI7t GO UlJ ~of.., power olllto!Mro or. ..,__"'1...... dMn&o.",.......
....., ~ ol.......,. UlJ mocadoe of.., power ollUOrDC7. or ccrtIIk:8Ie bearIq ... ,............. or,........... be.... ud.....
upoatbc~
IN wrnmss WIIE.RBOp. nIB AMERICAN INSURANCI! COMPANY baa caUNCt tbac praeDlS to be.... '" lu VIl>>-I'raidcat. ud lu corporate acaJ 10
1st June 9 90
tic bcrCUDIO arrlMd this clay or " -
*'
~
THE AMBRJCAN INSUL\NCBCONPANY
~~~~~~~
-
.,
~u
~~~~ }&
COUNTY OFMAJUN
OIl tbIa 1st cIa1 01' June T 1t..!!L- Wore.. DCI'IOIIIIJcuae R. D. Famswonh . .
10 ate bowa. wbo.1Iclaa '" me....... did ~.... lIT- thal be.. \'b.PraIdad of nm AMERICAN INSUUNCI! COMPANY. dle Cotpcndoa
dacdbed Ia ud .... cUcided dle above IuInIIDcIII; daat ... bowa tbI_ of.... Cocporadoa; daat die... atBud .. tIilc aid IuCnamcDl it IUCIl corporate
.... daallt WUIO aftbed '" ordIr of tbe IIo&rd or Direc:IOrI of uIcI Co..,o<<Idoe ... daat be IIped .... .... .... bJ lib....
IN wrnmss WHERBOPoI Uw lMr'CUIIIO lit.,'" .... aftIxed ID, of'IIc:IaI.... dle claJ .... ,.. -- ftnI aIIoft writt&
~
V~
OFFICIAL SEAL
@ J. M. YAHDEYOII
NOTARY PUBlIC. CAlifORNIA
P\1ndpIl 0Ifict III IIarill Counlr
Mr fM~ ..... .... JI. IftJ
.........................................""
STAll! Of CALIFORNIA
COUNl"Y OF MAllIN
...., ......
c:amnc.uz
}..
~, the UDdc:nlped. Jtaldall AllbtaDt Sec:rdarJofnfEAMElUCAN INSU'RANCSCOMPANY. I NEBRASKA CclI1londoa DO HEREBY CERTIFY that
\DC foreaolDa IDd .ttacbed POWER OP ATTORNEY rcmalnIlIl fuD force and.... DOt beeIl rcvoted; aDd fw1hcnDorc.. Ardck VII SecdooI4' and 46 ol dle
BJ-lawa of the CorporadoD. aDd * acsoludoa 0'* Board of ~ let rorth III * Power of AUomcy, arc DOW" focce. .
Siple<! and sealed at the County of Marin. Dated the 10th clayof June . 192L-
/~ ~ t24
......,...... ,....,
3607l1.TA-6-90 (REV)
SWORN STATEMENT UNDER SECTION 287.133(3)(.),
FLORIDA STATUTBS, ON PUBLIC BNTITY a.IMB.
THIS FORK MUST BB SIGNED IN THB PRESENCB OF A .OTARY PUBLIC OR
OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS.
2.
This sworn statement is submitted with Bid, Proposal or
Contract No. for
NEW D~-n=.J..1Tlof1 rAe., I, ft
This sworn statement is submitte by
-r;; PP,I\O'5 Tn c .
(Name of entity submitting sworn statement)
whose business address is Pc>. Bo)( 797
~'1 1.JJ~T, FL a~oq-I and (if
applicable) its Federal Employer Identification Number (FEIN)
is ...c:;q - 21- 2.(, q D (;:,
(If the entity has no FEIN, include the Social Security Number
of the individual signing this sworn statement:
1.
. )
3. My name is .f:JJWf4rzD WPPI(\O JQ and my
relationship to the entity named above is A-5sT V. p.
4. I understand that a "public entity crime" as defined in
Paragraph 287.133(1)(g), Florida statutes, means a violation
of any state or federal law by a person with respect to and
directly related to the transaction of business with any
public entity or with an agency or political subdivision of
any other state or with the United states, including, but not
limited to, and bid or contract for goods or services to be
provided to any public entity or an agency or political
subdivision of any other state or of the United states and
involving antitrust, fraud, theft, bribery, collusion,
racketeering, conspiracy, or material misrepresentation.
..
5. I understand that "convictedll or IIconviction" as defined in
Paragraph 287.133(1) (b), Florida statutes, means a finding of
guil t or a conviction of a publ ic entity crime with or
wi thout an adjudication of guilt, in any federal' or state
trial court of record relating to charges brought by
indictment or information after July 1, 1989, as a result ot
04/30/91
PUBLIC ENTITY CRIMES
00420-1
a jury verdict, nonjury verdict, nonjury trial, or entry of
a plea of guilty or nolo contendere.
6. I understand that an "affiliate" as defined in Paragraph
287.133(1)(a), Florida Statutes, means:
1. A predecessor or successor of a person convicted of a
public entity crime: or
2. An entity under the control of any natural person who is
active in the management of the entity and who has been
convicted of a public entity crime. The term "affiliate"
includes those officers, directors, executive., partners,
shareholders, employees, members, and agents who are
active in the management of an affiliate. The ownership
by one person of shares constituting a controlling
interest in another person, or a pooling of equipment or
income among persons when not for fair market value under
an arm's length agreement, shall be a prima facie case
that one person controls another person. A person who
knowingly enters into a joint venture with a person who
has been convicted of a public entity crime in Florida
during the preceding 36 months shall be considered an
affiliate.
1. I understand that a "person" as defined in Paragraph
287.133(1)(a), Florida statutes, means any natural person or
entity organized under the laws of any state or of the United
states with the legal power to enter into a binding contract
and which bids or app1 ies to bid on contracts for the
provision of goods or services let by a public entity, or
which otherwise transacts or applies to tl-ansact business with
a public entity~ The term "Person" includes those officers,
directors, executives, partners, shareholders, employees,
members, and agents who are active in management of an entity.
8. Based on information and belief, the statement which I have
marked below is true in relation to the entity submitting this
sworn statement. [Please indicate which statement applies.]
~ Neither the entity submitting this sworn statement, nor
any officers, directors, executives, partners, shareholders,
employees, members, or agents who are active in management of
the entity, nor any affiliate of the entity have been charged
with and convicted of a public entity crime subsequent to July
1,1989.
The entity submitting this sworn statement, or one or
04/30/91
PUBLIC ENTITY CRIMES
00420-2
more of the officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in
management of the entity, or an affiliate of the entity has
been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AHQ [Please indicate which
additional statement applies.]
There has been a proceeding concerning the
conviction before a hearing officer of the State of
Florida, Division of Administrative Hearings. The final
order entered by the hearing officer did not place the
person or affiliate in the convicted vendor list. [Please
attach a copy of the final order.]
The person or affiliate was placed on the convicted
vendor list. there has been a subsequent proceeding
before a hearing officer of the state of Florida,
Division of Administrative Hearings. The final order
entered by the hearing officer determined that it was in
the public interest to remove the person or affiliate
from the convicted vendor list. [Please attach a copy Of
the final order.)
The person or affiliate has not been placed on the
convicted vendor list. [Please describe any action taken
by or pending with the Department of General Services.]
E()W.J~c9 ~~ ~
[Signature) 7 ~ I
Dat.e: 10 91
.
STATE OF
COUNTY OF
-r,P-
vn 0'" t=l-v ~
PERSONALLY APPEARED BEFORE ME, the undersig~ed authority,
t.QwPlCC-D \O?PI{"'lL.;> JR.. who, after first bei:lg sworn by me
[name of individual signing) ,
affixed hislher signature in the space provided above on this
\ I.? day of )\)\'1 ' 19 q\
~Y4~~ t
r7 NOTARY PUB~~~ JEMU.OISHefl
. : Uv r.ot'lllll. 1"'" Aut. 1, 19lII'l
. . ~ .IM!. a "..... wltIIy "- ~
My commission expires:
. .\ /1" Itll'311C. STAT[ OF nOR/DK,
, '. -".ON EXPIRES; AUG. t. 1992.
Form PUR 7068 (Rev. 11/89) , . ""OUWIlITU..
04/30/91
PUBLIC ENTITY CRIMES
00420-3
NON-COLLUSION A"IDAVI~
I, ~OWARO TO'??I(\l) jR of the city of t::'~~ lut:'~T
according to law on my oath, and under penalty of perjury, depose
and say that;
1.) I am ~,~\. V.~. of the firm of
\b?PI"(lO'c., In::. , the bidder making the Proposal for the
project described in the notice for calling for bids for
D€r~n'IC><" Ct.arrt'er.:t., and' that I executed the said proposal with
full authority to do so;
2.) the prices in this bid have been arrived at independently
without collusion, consultation, communication or agreement for the
purpose of restricting competition, as to any matter relating to
such proces with any other bidder or with any competitor;
3.) unless otherwise required by law, the prices which have
been quoted in this bid have not been knowingly disclosed by the
bidder and will not knowingly be disclosed by the bidder and will
not be knowingly disclosed by the bidder prior to bid opening,
directly or indirectly, to any other bidder or to any competitor;
and
4.) no attempt has been made or will be made by the bidder
to induce any other person, partnership or corporation to submit,
or not to submit, a bid for the purpose of restricting competition;
STATE OF
COUNTY OF
the statements contained in this affidavit are true and
and made with full knowledge that Monroe County relies
truth of the statements contained in this affidavit in
contracts for said project. ~ ~
c-~c-~ ~~ ~
(Signature of Bidder)
7 /10 ( Cf I
DATE
~'-A .
fi"\C)(\ Ro€.
s.)
correct,
Uj>on the
a'warding
I
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
~O\.uA~t) \OyDI()(.) .),~ who, after first being sworn by me,
(name of individual signing)
affixed hislher signature in the space
\0 day of Jul,
provided above on this
, 19..3.l.
~~~
C7 ~9TARY PUBLIC
..i"'t"1'1 IIy eomm- ..:.:.~..::!
\,~~.. IllftNlll'lllll .......1'\IbIIt
My commission expires:
'/OTUY JlUILIC. 'TAT! OF FlORIDA'
~Y, C;_OM.MI~SI.~N ~.V.I~~S.=_AUG. r. 19914
""D~"W"'TE"'"
04/30/91
NON-COLLUSION AFFIDAVIT
00430-1.
-
LobbyiDq aDd Conflict of Int.r.st Clau..
II ~pp\nc'~ If"IC- warrants that it has not employed, retained or
otherwise had act on its behalf any former County officer or
employee subject to the prohibition of section 2 of Ordinance No.
010-1990 or any county officer or employee in violation of Section
3 of Ordinance No. 010-1990. For breach or violation of this
provision the County may, in its discretion, terainate this
contract without liability and may also, in ita discretion, deduct
from the contract or purchase price, or otherwise recover, the full
amount of any fee, commission, percentage, g1ft, or consideration
paid to the former county officer or employee.-
...
{~v-S< :i-('P.MJ "()
04/30/91
LOBBYING AND CONFLICT OF INTEREST CLAUSE
00425-1
8BcrIOB 00440
PROP08ED 8UBCONTRACTOR LI8TIBQ
1. Subcontractor: W.e... "ST~"E-f..J."'- T()c.
Address: 'P.O, 'B{'))(. 2., 'Z.E3 l<E.i W~T
Phone: 2Cf't 5,'2-( Contact: \\l.G.. ~T(;.'1E.n~
Portion of Work:
?\AC.-\~ S\ORm. ~\f'a.~(O
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: l8 t.
2 . Subcontractor: _RRe.WE.R CD. o~ ~L..~
Address: qe,O{ \J.W 10 l, sr, O'hAm, FL-
Phone: ~~t5 2.L\ G. 3 Contact: \Uf\t... T B~&~R...
Portion of Work:
~ ~PnALT
3.
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: ~ ,.
Subcontractor: S 0'\ \ \-l-\ De 1 \ l , f"\ 9
Address: 4tt ~ ~ I b f C IIl.L( f!! 1J()'(Zf U
C I e4ewa, 6.12..
Phone: 512 71Lfb
Contact:
Portion of Work:
c"'\~so<"~
Percentage this proposed Subcontract is of total Bid Price as
del ineated on Proposal Form: -=35 .~ Ie t.
4. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: \.
OS/20/91
PROPOSED SUBCONTRACTOR LISTING
00440-1
CONTRACTOR'S QUALIFICATION 8TATBKBBT
NEW DBTBNTION FACILITY
STOCK ISLAND, PLORIDA
Completed form should be typewritten. Please attach information
if the form does not provide enough space for your answers.
The Undersigned certifies the truth and correctness of all
statements and of all answers to questions made hereinafter.
Submitted to: Xorrison-KDuds8D/Gerrita
P.o. Box 5283, 50'0 Junior College Road
Key West, Florida 33040
(305) 2'2-7845, fax I 2'2-"'7
Submitted by: Name:
Address:
Toooino's Inc.
P.O. Box 787
Kev West. FL 33041
Contact:
Phone/Fax:
Edward Toooino. Jr
(305) 296-5606/ FAX: 296-5189
1.0 Is your firm a:
(x) Corporation
( ) . Partnership
() Joint Venture
() Proprietorship
1.1 How many years has your organization been in business as
a Contractor?
50 Years
1.2 How many years has your organization .been in business
under its present business name and current management?
7 Years
1.3 Under what other or former names has your organization
operated? Charley Toppino & Sons, Inc.
1.4 If a corporation, answer the following:
1.4.1
1.4.2
1.4.3
1.4.4
Date of Incorporation:
State of Incorporation:
President's Name:
Vice-president's name(s):
Assistant Vice President:
August 2, 1984
Florida
Frank P. Toppino
George B. Toppino't Sr.
Edward Toppino, Jr.
1.4.5
1.4.6
Secretary's Name:
Treasurer's Name:
Asst Secretary/Treasurer:
Edward Toppino, Sr.
Edward Toppino, Sr.
Daniel P. Toppino
04/11/91
CONTRACTOR'S QUALIFICATION STATEMENT
1
1.5 If a partnership, answer the following:
1.5.1 Date of organization:
1.5.2 Name and address of all partners, note whether
or not currently with partnership, and number
of years involved in partnership:
N/A
1.6 If a joint venture, answer the fOllowing:
1.6.1 Number of years operating as joint venture:
1.6.2
List proj ects which have been completed by
joint venture, names of owners, contacts, and
phone numbers:
N/A
1.6.3
Number of years each joint venture party has
been established:
N/A
1. 7 If a proprietorship, describe organization and name
principals:
N/A
1.8 List states and categories in which your organization is
legally qualified to do 'business. Indicate registration
or license numbers. List states in which partnership or
trade name is filed. Include any other applicable
licenses necessary to perform subjec~ work in the
designated location.
State of Florida
(See Section I)
General Contractor Class I
Engineering Contractor Class I
Florida Department of Transportation
GC 1 52 A
ENG 1 32 A
Certified
t.
04/11/91
CONTRACTOR'S QUALIFICATION STATEMENT
2
"
1.9 Is your firm, organization, or any key employe.. involved
in any litiqation of any kind? If 80, plea.e .xplain in
detail.
No
1.lp
List key employees, which are of a professional or
management level, along with the number of years they
have with the company, and the number of years they have
in the construction industry:
See Attached
1.11 Number of permanently employed craftsmen (designate if
your firm employs more than one type of craftsman):
25 (See Attached)
2i.O List size of project your firm normally contracts for:
( )
( )
( )
, (x)
( )
( )
( )
$ 25,000
$ 100,000
$ 250,000
$ 500,000
$1,000,000
$2,500,000
$5,000,000 +
Size of Recent Projects Vary
30,000 to 4,500,000
2.1 We normally perform the following work as our specialty:
Site Preparation
2.2 We perform the following work with our own forces:
1) Clear & Grub
2) Embankment
3) Drainage
4) Roadway Base Work
5) Cast-in-Place Concrete
04/11/91
CONTRACTOR'S QUALIFICATION STATEMENT
3
2.3 We normally subcontract the following work:
Site Mechanical
Electrical
Asphalt Paving
2.4 state the percentage ot your work that you selt-perform,
(your specialty), of your total work:
Specialty 100%
Total 75%
3.0 List three recent, current or typical contracts awarded to
your organization. Give name of project, owner, architect,
contract amount, percent complete, and scheduled completion
date. Include contact name and phone number.
3.1
Project:
Owner:
Contact:
Contract Amount:
Percentage Complete:
Completion Date:
3.2
Total Site Package, "OVerseas Market"
Lewis Property Investors
Tom Lewis, (305) 296-5306
$665.000.00
95%
May 1991
Project:
Owner:
Contact:
Contract Amount:
Percentage Complete:
Completion Date:
3.3
Trumbo Road, Sewerline Replacement
U.S. Navy
Henry Womack (305) 292-3169
$474,932.17
85%
June 1991
Project:
Ol,ffler:
Contact:
Contract Amount:
Percentage Complete:
Completion Date:
Boca Chica Overpass
State of Florida
Mark Moshier, (305) 470-5375
$4.409,310.00
100%
September 11, 1990
04/11/91
4
CONTRACTOR'S QUALIFICATION STATEMENT
3.4 Have you ever failed to complete any work awarded to you?
If so, note when, where and why.
NO
4.0 Do you have "in-house" design capability? If so, please
describe.
Limited
4.1 Do you have "in-house" value engineering capability? If
so, please describe.
Limited
4.2 Do you have an "in-house" shop drawing program, which
includes expediting and review? If so, please describe.
Limited
4.3 Do you have an "in-house" safety program, and do your
forces adhere to it? If so, please explain.
Yes - Weekly Safety Meetings
4.4 Do you have an It in-house" material purchasing procedure?
If so, please describe.
Limited
5.0 Are you insured? Yes
5.1 Name of insurance company:
Address of insurance company:
Phone number of insurance company:
Contact:
SEE ATTACHED
04/11/91
CONTRACTOR'S QUALIFICATION STATEMENT
5
5.2 Worker's Compensation Experience Modification Factor:
1.00
6.0 Are you bondable? If so, please state to what dollar limit.
It not, please explain why.
YES - 3,000,000 Single Occurance
5,000,000 Aggregate
6.1 Attach a financial statement, audited if available,
including Contractor's latest balance sheet and income
statement showing the following items:
SEE SECTION
6
A. CUrrent Assets (e.g., cash, joint venture accounts,
accounts receivable, notes receivable, accrued
income, deposits, materi~ls inventory, and prepaid
expenses):
Net Fixed Assets:
B.
c. Other Assets:
D. Current Liabilities (e.g., accounts payable, notes
payable, accrued expenses, provision for income
taxes, advances, accrued salaries, and accrued
payroll taxes):
E. other Liabilities (e.g., capital, capital stock,
authorized and outstanding shares par values, earned
surplus, and retained earnings):
F. Name of firm preparing financial. statement and date
thereof:
7.0 Excluding material purchases, what percentaqe of local
contracting participation would you utilize on this project?
Describe proposed plan on how you will use local
participation, and state percentage and describe computation.
100%
t.
7.1 Number of years your organization has been established
and working in Monroe County, Florida?
43 years as Charley Toppino 0 Sons
7 years as Toppino's, Inc.,
(SA..'~E PRIKCIPALS)
04/11/91
CONTRACTOR'S QUALIFICATION STATEMEN~
6
8.0 Dated at
this 10th day of
July
19 91
}lame of Organization:
Toppino's, Inc.
. By~)(L...10 ~
Title;- ~~nt
9,0 Mr/Ms: Frank P. Toppino being duly Sworn deposes and says
that he/she is the President of Toppino' s Inc.
Contractor(s), and that answers to the foregoing questions and
all statements therein contained are true and correct.
Subscribed and sworn before me "this IOthday of July
Notary PubliC:~~~"""~: .mK.DISHEII
' t7 -'", " ~CocMt.",,~1.J!!
' . '.. .it .....CIlI 1lInl...........
My Commission Expires: .
J9 91
-
'fOUR' 'UILlC. STAT[ 01' FlORtD~
MY COM MilliON EXltlRlS, AUG. I. IHI.
.0"l>e.. ,oo." 01.0.... .".~I.. ''''''"l.w."....:
.' :
t.
0~/11/91
CONTRACTOR' S QUALIFICNI'IO~1 STl<.TFH';:'l;'T'
PROOUCDt
....~ I.. . W..,
\'i
KEY WEST INSURANCE INC.
3104 FLAGLER AVENUE
KEY WEST FL 33040
03 13 91
THlI CEATlfICATE IIIUUID AI A MATTIR 01' INFORMATION ONLY AND COHIE
NO RIOHTI UPON THE CEATlfICATI HOLDER; THII CEATlFICAn DOEI NOT A 1.1
EXTEND OR ALTER THE COVEAACiE AFFORDED IYTHE POLICIES BELOW
COMPANIES AFFORDING COVERAGE
COOl
aua-coDI
" CO"PANY A
LmEA
CO....ANY 8
LETtIII
SOUTHBRN UNDBRWRITERS
IN&lIAm
TOPPINO'S, INC.
P. O. BOX 787
KEY WEST, FL 33041
...
'ia:'../:~
THIIII TO CERTINTHATTHI POLlCIEI OF INSURANCI L1aTEO BELOW HAVE BEEN ISIUEO TOTHllNaURED NAWED ABO\/I FOR THE POLICY PERIOD
IHOICA TED HOTWITHSTANOINQ ANY "EOUIREWENT. TERW OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH REUECT TO WHICH THIS
CERTIFICAtE IoIAY IE ISSUED OR IoIAY PERTAIN. THIINSURANCEAFFORDED IYTHI POLlCIEI DIICRIBED HEREIN IIIUIJECTTOALL THITEAMI
EXCLUSION' AND CONDITIONa OF IUCH POLleto. L1MITI IHOWN MAY HAVIBElN REDUCED IY'AID CLAI..L .
1'rPE OF lHaUR.UtCE
POUc:rNU..aa
AU UWITS IN THOUSANDS
'SGL0800371-02
SBA0800345/04
02/02/91 02/02/92
BENERALAOOREOATI
PROOUCTI.COWP/DPS AGOR
PERSONAL &ADVEftnSING INJUR
EACH OCCURRENCE
FIRE DAWAOE (Anyone lire)
W EDlCAL EXPENSE (Any one pereon
CO"BINED
SINOLl
wur
BODILY
INJURY .
Pw ",non)'
BODILY
INJURY
PwMO>>
PROPERTY
DAMAQE
.
1 000
2
2
1
1
.
.
OTHER THAN UIoISRELLA FORM
EACH
OCCUR.
I
"CiGREO....
I
WCI'.::D\-: COWPEH&\1lON
AND
~P\.a'fER:r UA81UTY
I
I
,
lEACH ACCIDENT)
(OISEASE.POLlCY L1'
(DISEASE. EACH EMi
OTH.
DE.SaUPnoH OF CfiJU noHSJl.OCA TlOHS/VEHlCLUJRESTR!cnoNSJSPEClAL fTEYI
~Jjg~;!iM~*&ti~~*;iWM!f,i1i$J~WHJJ:.::iliZill1flZlli~;+:~~~2F1J~t10J1':EGS2S:;:"WiUW1lli@:n;:::\\.:U8.EJi........l.<:1......it .... .... ..."'~_.
~I;? SHOULD "'NYOFTHE ABOVe DESCRIBED POLICIES BE CANCELLED BEFORE T'
~ EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
.: Lt"'IL.l.O..-o...yS WRmEN NOTICE TO THE CERTIFIC...TE HOLDER N......EOT01
~ LEFT. BUT F...ILURE TO IoIAIL SUCH NOTICE SHALL I"'POSE NO OBLIQATION OR
'->. LIABILITY OF ...NYKlND UPON THE CO"'P"'NY,ITS "'GENTS OR REPRESEt-01 "Tl"'=
~ ~
r~ J'.......] ;-~r-. ,-,. r...... I- _ _
'';OvCE~
'Er!~
iATSON INSURANCE & BONDING, INC.
,291 BIRD RD.
i~~I, FL 33155
THIS CERTIFIC.lTE IS ISSUID AS A MATTEA 0' INFORMATION ONLY .utD CONFERS
NO RICHTS UPON THE CERTIFICATE HOLDER. THIS ClRTIFICATE DOES NOT AMEND.
EXTEND OR ALTER THI COVIl'AGI A"ORDID IY THI POUellS IILOW.
COMPANIES AFFORDING COVERAGE
;URfO
COMPANY A
LETTER THE BUILDER
COMPANY 8
LETTER
~YC
COMPANY D
LETTER
COMPANY E
LETTER
rOPPINO' S, INC.
?O BOX 787
KEY WEST, FL 33041
:: . I"='"
THI$ IS TO C~TIFY THAT POUCIIS OF INSUAAHC: us't\:) BELOW HAVI BEEN ISSUED TO THIINSURED NAMID AIOVI FOR THI POLICY PERIOD INDICATED.
Honvll H$T ANDING ANY REQUIREMENT. TERM OR CONDITION 0' ANY CONTRACT OR OTHER DOCUMENT WITH RESPICT TO WHICH THIS Cl:RTIFICATE MAY
liE ~$\;E~ CR :1.10'( ;l~"TAiH. TH/! 1NSURANCZ--;OF1C~Y'THI?CL1Cr!S OcSC~iI2!D'Hl:RC1N 15 SUiJECi T~~CThI! TIRMS. I!XCLUSIONS. ~o ceNDi.
T:ONS CF SUCH POl.IC:ES. . ....!.."l....-
T'fPE OF INSURANCE POUCY NUMBER ilOUCY E;..t!:'1I llOl.~ ~TlOlt AlL UMITS IN THQUSANDS
D.\ TE 1!...."CO/'l"1) C.UE lloUllOl'Nl
GEHEAAL UABIUTY GENERAL AGGREGATE S
1( ';C'.II.lEP.CW. GWERAl UASlllTY ;>'lOO'JCTS.CO:.lP1()PS 1G~AEG.\T. S
~ '-'.. "'" 0=""'''' p~,,~ & .lOIo1A~ INJUilv S
I :-....~il s 1 c::'.~CilS ~~Tt!:r:\'E c.lCH OCCURREIICi S
H Fill( C1MAG( ,AllY ONE FIIlEI S
1oIEClCAl. EXPlNSE lA/IY ONE PEA$C.'ll S
AUTOMOBILE UASIUTY I .
CSL I ".. ~
n :.:;v .:.UlO S "~'\!\"'.
" c "-y
n ~:. 11:/IoElJ .:.uies 100" ~~.,
r SC);ECl.'lED :'UTCS I.'I.IUlW ; "::"~.l!'"
~ PUSC.'t1 S
nlRW :.uTOS =
~CMlED "UTOS ~ $
c;.wa UA8llJiV "..IlTY
OMMGI $
UCESS UABIUTY IACH
~I
$ $
(JTl4fJl THI.H UMWltA FORt..
WORI<.ERS' COMP EHSA TION 19377 03/01/90 03/01/91
AND S
EJ,IPLOYEAS' UABIUTY $ lOlSEASE-POLlCY Ljlln
S ,OISEASH,lCH E'.~.oY!:
OTHEA
,SC;;I?'TION OF O?EMATIONS/LOCATIONSIVEHICLES/ RESTRICTIONS/SPECIAL ITEMS
ALL OPERATIONS - STATE OF FLORIDA
THE AET~A CASUALTY & SURETY CO.
ATTN: TOX TOAL
n URVA.~ CENTER
4890 W. KENNEDY BLVD. 8TH FLOOR
T;'_~A. ~T 'l'l~09
~ '.' ..:7:"
SHOULD M;), OF THE ABOVE DESCRIBED POLICIES BE C~NCEl.LED BEFORE THE EX
PIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENOEAVOR 70
MAIL 30 'JAYS WRITTEN NOTICE TO THE C::RTIFIC.aTE HOl.:::ER NAMED ,0 "'hE
'-EFT. ~UT ; ~IL",?" 7::; 1':'IL ;\;C:1 .107:::! !HALL ....'p<:;SE ',C ;3L;~... 7'-:', : c
UA3IL:T', :F .),1'1'( '<;;:0 ';;lON ~~1E::::~.IP')'NY, ::~ ...Gcl't - ':i\ .~-=?C:E!:::I- '.-' ~?
).1..J7:-C:::',~: .:::= 2~:=:_lI~- ~ :/
KEY EMPLOYEES
Frank P. Toppino
G~orge B. Toppino. Sr
Edward Toppino, Sr
President
Vice President
Secretary/Treasurer
Frank. George and Edward represent a total of over 150 years in the construction
:~dustry, the majority of which was spent in Key West and the Florida Keys.
During this period, they were active in all phases of the construction industry
including but not limited to:
. Field Work
.
Estimating
Design
.
Supervision
.
· Planning . Management
Frank, George and Edward remain active in all facets of the business.
Edward Toppino, Jr. Assistant Vice President
16 years with Toppino's Organization
· Estimating/Project Manager
Daniel P. Toppino
18 years with Toppino's
. Office Management
Assistant Secretary/Treasurer
Organization
I
George B. Toppino, Jr. - Supervisor
113 years with Toppino's Organization
· Manager, Rockland Recycling Center, a Subsidiary of Toppino's Inc.
(See Section 8)
Richard Toppino Supervisor
7 years with Toppino's Organization
· Supervisor of following: Annual City Sidewalk Contract
Navy Hydrofoil Docks
Kennedy Drive/Wickers Field Sports Complex
James McCracken Project Manager
3 years with Toppino's Organization
· Project Manager of the following: Boca Chica Overpass
Marathon Detention Center
~:~ver.
Levy
year With Toppino's
Project Xanager of
Project Manager/Quality Control
Organization
the following: Trumbo Sewer System
Sumrnerland Water Distribution System
.
~~j~ A~son Superintendent/Grade Foreman
8 years with Toppino's Organization
· Foreman. Overseas Market Shopping Center Project
~elson Jamardo Superintendant
20 years with Toppino's Organization
· Equipment Supervisor
PERSONNEL
EXECUTIVE 3
MANAGEMENT 2
OFFICE 4
ENGINEERING 1
SUPERVISORY 5
FOREMAN 4
OPERATORS 7
DRIVERS 5
MECHANICS 3
CARPENTERS 2
LABORERS 3
39
IfOPPINO'S INC.
Balance Sheet
March 31, 1991
Assets
Current Assets:
Cash and cash equivalents
Accounts receivable (net allowance for doubtful
accounts in the amount of $1,276)
Costs and estimated earnings in excess of
billings on uncompleted contracts
Prepaid Expense
Other
$ 35,543
998,736
134,904
34,742
10.432
Total Current Assets
1,214,357
Property and equipment, net of accumulated
depreciation in the amount of $839,529
2.114.515
$3.328.872
Liabilities and Shareholders' Equity
,
Current Liabilities:
Accounts payable
Current portion of long-term debt
Accrued payroll and payroll taxes
Current portion of deferred income taxes
Other
$ 612,076
284,557
9,681
243,550
2.272
Total Current Liabilities
1,152,136
Loans from Shareholders'
Deferred Income Taxes, Less Current Portion
Long-Term Debt, Less Current Portion
13,127
234,379
559,147
Shareholders' Equity:
Common stock, par value $1 per share, 7,500 shares
authorized; 600 shares issued and outstanding
Capital contributed in excess of par
Retained earnings
600
120,875
1. 248.608
Total stockholders' Equity
1.370,083
$3.328.872
See Accountant's Compilation Report.
The accompanying notes are an integral part of these financial
statements. 2
TABY 01' COIITDft'8
(Voluae I)
1. Biddinq Document.
Section 00030 Notice of Calling for Bids
Section 00100 Instructions to Bidders
Proposal Forms:
Section 00103 site Electrical & Temporary Power
section 00105 site Grading & Caissons
section 00107 Concrete Foundations
Section 00109 Site Plumbing
Schedule of Unit Prices:
Section 00133 Site Electrical & Temporary Power
section 00135 Site Grading & Caissons
section 00137 Concrete Foundations
section 00139 site Plumbing
Section 00163 Pre-Bid Substitutions
section 00220 Geotechnical Data
Section 00230 Site Survey
Scope of Work:
section 00303 site Electrical & Temporary Power
section 00305 Site Grading , eaissons
section 00307 Concrete Foundations
section 00309 Site Plumbing
Section 00350 Milestone Schedule
section 00410 Bid Bond - AlA Document A310, February
1970 edition
section 00420 Sworn Statement on Public Entity Crimes
Section 00425 Lobbying and Conflict of Interest Clause
Section 00430 Non-Collusion Affidavit
section 00440 Proposed Subcontractor Listing
section 00450 Contractor Evaluation Form
05/22/91
TABLE OF CONTENTS
00001-1
2. contract Docuaenta
section 00500 Standard Form of Agreement Between Owner
and Contractor - AlA Document A101/CM,
June 1980 edition
Section 00600 Performance Bond - AlA Document A311/CM,
June 1980 edition
Section 00610 Labor & Material Payment Bond - AIA
Document A311/CM, June 1980 edition
3. Conditions
section 00750 General Conditions, AlA Document
A201/CM, June 1980 edition
section 00805 supplementary General Conditions
section 00900 Application & Certificate for Payment -
AIA Document G702/G703
section 00905 Contractor's Affidavit of Payment of
Debts and Claims
section 00908 Contractor's Affidavit of Release of
Liens
section 00910 Consent of Surety to Final Payment - AlA
Document G707, April 1970 edition
section 00970 Project Safety and Health Plan
Section 00980 Contractor Quality Control
Plan
4. Drawings
section 00990 Schedule of Drawings
05/22/91
TABLE OF CONTENTS
00001-2
5. General .equir".Dta
Section 01027
Section 01028
Section 01200
section 01301
section 01310
section 01370
section 01385
Section 01395
section 01410
section 01420
section 01510
Section 01520
section 01550
section 01560
section 01590
section 01595
section 01600
section 01630
Section 01650
Section 01670
section 01700
Section 01710
Section 01720
section 01730
Application for Payment
change Order Procedures
Project Meetings
Submittals
Progress Schedules
Schedule of Values
Daily Construction Reports
Document Clarification Requests
Testing Laboratory Services
structural Inspection Services
Temporary utilities
Construction Aids
Access Roads and parking Areas
Temporary Controls
Field Offices and Sheds
Construction Cleaning
Material and Equipment
Post-Bid Substitutions
starting of Systems
Systems Demonstrations
Contract Closeout
Final Cleaning
Project Record Documents
Operation and Maintenance Data
05/22/91
0000l-3
TABLE OF CONTENTS
SBCTIOII 00030
NOTICB OP CALLIIIG POR BIDS
* .\)f
..... :-
NOTICE IS HEREBY GIVEN TO WHOM IT MAY CONCERN that on Tuesday, June
11, 1991 at 10:00 a.m., a Committee consisting of the Clerk of
Courts, the County Administrator, the County Attorney, and the
County's Construction Manager, will meet and open sealed bids at
the Monroe County Clerk's Office, 500 Whitehead street, Key West,
Florida, for the following Bid Packages for the New Detention
Facility on stock Island, Florida:
Bid Paekaqe No.3. . . site Electrical , Temporary Power
Bid Paekaqe No.5. . . site GradiDq , caissoDs
Bid Paekaqe No.7. . . Concrete poundatioDa
Bid paekaqe 110. , . . . site Plumbinq
All bids must be in the hands of the Clerk of Courts of Monroe
County, Florida, 500 Whitehead street, Key West, Florida, on or
befpre 4:00 p.m. on Monday, June 10, 1991. No Bids will be
received at the June 11, 1991 opening.
All bids, together with the recommendation of the County
Administrator, will be presented to the Board of County
Commissioners of Monroe County, Florida, on June 26, 1991, for
final awarding or otherwise.
All bids are to be submitted in sealed envelopes marked on the
outside, "Sealed Bid for New Detention Facility, Bid Package No.
___, ," with the appropriate
Bid Package number and title. Five (5) complete copies of the Bid
shall be submitted with original signatures on each copy.
Drawings and specifications can be examined and picked-up at the
office of Morrison-Knudsen/Gerrits, 5090 Junior College Road, stock
Island, Key West, Florida 33040, (305) 292-7845, in accordance with
the Instructions to Bidders. Drawings and specifications can be
obtained for the refundable deposit sum of $50.00.
A mandatory pre-Bid Conference will be held at Morrison-
05/22/91
NOTICE OF CALLING FOR BIDS
00030-1
Knudsen/Gerrits' office on stock Island at 10:00 a.m. on Tuesday,
May 28, 1991. Any questions concerning the Bid Documents shall be
directed to the Construction Manager, Morrison-Knudsen/Gerrits.
Monroe County will automatically reject the proposal of any person
or affiliate who appears on the convicted vendor list prepared by
the Department of General Services, state of Florida under Sec.
287.133(3) (d), Fla. stat. (1989).
Bid Security payable to Monroe County Board of County Commissioners
in the amount of five percent (5') of the Bid must accompany each
Bid in accordance with the Instructions to Bidders. The Bidder
awarded a contract in accordance with this notice shall post a
performance and payment bond guaranteeing completion and quality
of the work under the drawings and specifications.
The successful Bidder shall be properly licensed.
Each Bid shall constitute an offer to the County as outlined herein
and shall be irrevocable after the time announced for the opening
thereof. No bidder may withdraw his bid within sixty (60) calendar
days after Bid Opening.
Monroe County, Florida, reserves the right to reject any or all
proposals, to waive irregularities and informalities in any or all
proposals, and the re-advertise for proposals.
The Board also rese~es' the right to separately accept or reject
any item or items of a proposal which it deems to be in the best
interest of the County.
DhTED at Key West, Florida, this ____ day of
, 1991.
DANNY L. KOLHAGE
Clerk of the Circuit Court of
Monroe County, Florida, and ex
officio Clerk of the Board of
County Commissioners of Monroe
County, Florida.
(SEAL)
OS/22/91
NOTICE OF CALLING FOR BIDS
00030-2
. _ .._ ....._. ~"".:;"_ '._ .,_. _.__.~_~ _ ~_....._ .- ai ... __
SECTION 00100
INSTRUCTIONS TO BIDDERS
To be considered, Bids must be made in accordance with these
Instructions to Bidders.
ARTICLB 1
DBI'INITIONS
1.1 Terms used in these Instructions to Bidders which are defined
in the General Conditions shall have the same meanings or
definitions as assigned to them in the General Conditions.
1.2 Bidding Documents. include the Advertisement to Bid,
Instructions to Bidders, proposal Form and unit Price
Documents, Bid Package Scope of Work and Schedule, Contractor
Evaluation Form, other sample bidding and contract forms and
the proposed Contract Documents including any addenda issued
prior to receipt of Bids. The Contract Documents proposed for
the Work consist of the Standard Form of Agreement, General
Conditions, supplementary General Conditions, General
Requirements, Project Safety and Health Program, Quality
Control Program, Technical specifications, Drawings, and other
sample contract forms.
1.3 Addenda are written or graphic instruments issued by the
ArchitectlEngineer through the Construction Manager prior to
the receipt of Bids which modify or interpret the Bidding
Documents by additions, deletions, clarifications, or
corrections.
1.4 A Bid is a complete and properly signed proposal to do the
Work for the sums stipulated therein, submitted in accordance
with the Bidding Documents.
1.5 The Base Bid is the sum stated in the Bid for which the Bidder
offers to perform the Work described in the Bidding Documents
as the base, to which may be added or from which Work may be
deleted for sums stated in Alternate Bids.
1.6 An Alternate Bid (or Alternate) is an amount stated in the Bid
to be added to or deducted from the amount of the Base Bid if
05/21/91
INSTRUCTIONS TO BIDDERS
00100- 1
.'
the corresponding change in the Work, as described in the
Bidding Documents, is accepted.
1.7 An owner option Bid (or option) is an amount stated in the
Bid, which can be exercised by the OWner through the
Construction Manager, for the corresponding change in the work
as described in the Bidding Documents. This owner option can
be exercised at any time during the contract duration.
The Owner is tax exempt and reserves his right to purchase
directly various construction materials and equipment that may
be a part of the Contract. If the Owner Option is exercised,
the Construction Manager will act as a purchasing agent for
the Owner. The Owner will, via his Purchase Orders, purchase
the materials and equipment, and each Trade Contractor
contracting with the Construction Manager shall assist the
Construction Manager in the preparation of these Purchase
Orders. The materials and equipment shall be purchased from
the vendors/suppliers selected by the Trade Contractor.
The Contract amount shall be reduced by the amount of the
Purchase Orders, plus all the applicable sales taxes.
Issuance of the Purchase Orders by the Owner shall not relieve
the Contractor of any of his responsibilites regarding
material or equipment purchases or installation, with the
exception of the payments for these materials. The Contractor
shall be fully responsible for coordination, submittals,
protection, scheduling, expediting, receiving, and all
applicable warranties.
1.8 A Unit Price is an amount, stated in the Bid as a price per
unit of measurement for materials or services as described in
the Bidding Documents or in the proposed Contract Documents.
Unit prices shall apply to add and deduct change orders and
shall include all overhead and profit.
1.9 A Bidder is a person or entity who submits a Bid.
1.10 A Sub-bidder is a person or entity who submits a bid to a
Bidder for materials or labor for a portion of the Work.
1.11 An Allowance is a given amount to be included in the bidders
proposal. From this Allowance, payments will be made by the
contractor to the vendor for the specified service or product.
The contractor will be reimbursed for the vendor payments via
presentation of invoices in his monthly payment application,
along with a stipulated mark-up percentage.
OS/21/91
INSTRUCTIONS TO BIDDERS
00100- 2
ARTICLB 2
COPIBS OF BIDDING DOCUMENTS
2.1 Bidders may obtain complete sets of the Bidding Documents from
the issuing office designated in the Notice of calling for
Bids, for the deposit sum of $50.00 per set. Deposits should
be made payable to Monroe County, Florida. Bidders who submit
a bonafide bid and return the Bidding Documents in good
condition within (20) calendar days after receipt of bids,
will be refunded the deposit sum. If pages are written on,
drawings are torn, or if the issuing office considers the
Bidding Documents unusable, then the deposit will be
forfeited.
2.2 Bidders shall use complete sets of Bidding Documents in
prepar ing Bids. Nei ther the owner nor the Construction
Manager, nor the Architect/Engineer assume any responsibility
for errors or misinterpretations resulting fro. the use of
incomplete sets of Bidding Documents.
ARTICLII 3
EXAMINATION OF BIDDING DOCUMENTS AHD SIT.
3.1 Before Submitting a Bid:
3.1.1
Each Bidder shall thoroughly examine all the Bidding
Documents:
3.1.2
Each Bidder shall visit the site to familiarize
himself with local conditions that may in any manner
affect the cost, progress, or performance of the
Work.
3.2 The lands upon which the Work is to be performed, right-of-
ways for access thereto and other lands designated for use by
the Contractors in performing the Work are identified in the
General Requirements or Drawings.
3.3 Each Bidder shall study and carefully correlate his
observations with the Contract Documents.
3.4 The submission of a Bid will constitute an incontrovertible
representation by the Bidder that he has complied with every
requirement of Article 3 and that the Contract Documents are
05/21/91
INSTRUCTIONS TO BIDDERS
OOlOO- 3
sufficient in scope and detail to indicate and convey
understanding of all terms and conditions for performance of
the Work.
UIfICLB ..
INTBRPRBTATIOB ABD OORRBCTIOB OF BIDDIBG DOCOXBNTS
4.1 Bidders and Sub-bidders shall promptly notify the Construction
Manager of any ambiguity, inconsistency or error which they
may discover upon examination of the Bidding Documents or of
the site and local conditions.
4.2 Bidders and sub-bidders requ1r1ng clarification or
interpretation of the Bidding Documents shall submit their
questions in writing to the Construction Manager no later than
ten days prior to the date for receipt of Bids. Any
interpretation, correction or change of the Bidding Documents
will be accomplished by Addenda mailed or delivered to all
. parties recorded as having received plans. copies of Addenda
will also be made available for inspection wherever Bidding
Documents are on file for that purpose. Interpretations,
corrections, or changes of the Bidding Documents made in any
other manner will not be binding, and Bidders shall not rely
upon such interpretations, corrections, and changes. Oral and
other interpretations or clarifications will be without legal
effect.
ARTICLE 5
"DELETED"
ARTICLE'
CONTRACTOR QUALIFICATIONS/CBRTIPICATIONS
6.1 CONTRACTOR'S QUALIFICATION STATEMENT
Bidders must submit as a part of their bid proposal, a
properly filled out, and executed Contractor's
Qualification statement.
6.2 Each bidder must submit, as a part of his bid proposal,
an executed "sworn statement on Public Entity Crimes."
OS/21/91
INSTRUCTIONS TO BIDDERS
00100- 4
6.3 Each bidder must submit, as a part of his bid proposal,
an executed "Lobbying and Conflict of Interest Clause."
6.4 Each bidder must submit, as a part of his bid proposal,
an executed "Non-Collusion Affidavit."
AR'1'ICLB 7
BIDDIXG PROCBDURB
7.1 FORM AND STYLE OF BIDS
7.1.1
7.1.2
7.1.3
7.1.4
7.1.5
7.1.6
7.1.7
7.1.8
Bids shall be submitted on the forms included in
the Bidding Documents.
.1 Bidders shall photocopy documents included in
the 'Bid Package' required for submission of
Bids. Pages shall not be removed fro. the 'Bid
Package' documents for purposes of submitting
bids. The return of Bidding Documents from
which pages have been removed, shall result in
forfeiture of the Bidding Document deposit.
All blanks on the Bid Form shall be filled in with
ink or by typewriter.
Where so indicated on the Bid Form, sums shall be
expressed in both words anp figures, and in case of
discrepancy between the two, the amount written in
words shall govern.
Any interlineation, alteration, or erasure must be
initialed by the signer of the Bid.
All requested Alternates shall be bid. If no change
in the Base Bid is required, enter "No Change".
All requested Allowances shall be bid.
All requested Owner Options shall be bid.
Any Bidder may submit Bids on more than one Bid
Package; however each Bid Package will be reviewed
separately and award of contract for each Bid
Package will be made to the most qualified
05/21/91
INSTRUCTIONS TO BIDDERS
00100- 5
7 . 2 ADDENDA
7.2.1
7.2.2
7.2.3
responsible and responsive, lowest priced bidder.
Each Bidder shall ascertain prior to submitting his
Bid that he has received all Addenda issued, and he
shall acknowledge their receipt in his Bid.
No Addenda will be issued later than four days prior
to the date for receipt of Bids except an Addendum
withdrawing the request for Bids or one which
includes postponement of the date for receipt of
Bids.
copies of Addenda will be made available for
inspection wherever Bidding Documents are on file
for that purpose.
7.3 BID SECURITY
7.3.1
7.3.2
Each Bid shall be accompanied by a Bid Security made
payable to Monroe County, in the amount of five
percent of the Bidder's maximum Bid price. The Bid
Security shall be in the form of a certified check,
cashiers check or a Bid Bond issued by a surety
meeting the requirements of Paragraph 7.5 of the
General Conditions. If a Bid Bond is submitted as
Bid Security, the attorney-in-fact who executes the
bond on behalf of the surety shall affix to the Bond
a certified and current copy of his power of
attorney. .
The bid surety constitutes a pledge by the Bidder
that he will enter into a Contract with the Owner
on the terms stated in his Bid and will furnish the
required Performance Bond and Labor and Material
Payment Bond, as described in Paragraph 7.4 of this
Instructions to Bidders and in the General and
Supplementary Conditions. The Bid Security of the
successful Bidder will be retained until such Bidder
has entered into a Contract with the Owner and
furnished the required Performance Bond and Labor
and Material Payment Bond, whereupon it will be
returned. If the successful Bidder fails to execute
and deliver the Contract and furnish the required
Bonds, the Owner may annul the Notice of Award and
the amount of the bid security of that Bidder shall
OS/21/91
INSTRUCTIONS TO BIDDERS
00100- 6
be forfeited to the Owner not as a penalty, but as
liquidated damages.
The bid security of any Bidder who. the owner
believes to have a reasonable chahee of receiving
the award may be retained by the OWner until either
(a) the Contract has been executed and the required
Bonds have been furnished, or (b) the sixty-first
day after the Bid opening, or (e) all Bids have been
rejected. The bid security of the other Bidders
will be returned within (14) days of the Bid
opening.
7.4 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND
7.3.3
7.4.1
7.4.2
The Owner shall have the right to require the
successful Bidder to furnish a standard Performance
Bond and Standard Labor and Material Payment Bond
as guarantee for the faithful pez:-formance of the
contract (including guarantee and maintenance
provisions) and the payment of all persons who have,
and fulfill, contracts which are directly with the
successful Bidder.
In the event that bonds are required, the successful
Bidder shall deliver them to the owner not later
than the date of execution of the Contract, or if
the Work is to be commenced prior thereto in
response to a letter of intent, the bidder shall,
prior to Commencement of the Work, submit evidence
satisfactory to the Owner that such Bonds will be
furnished.
7.5 SCHEDULING, MANPOWER REQUIREMENTS, AND PERMITS
7.5.1
7.5.2
7.5.3
The overall schedule for construction is shown in
the Bidding Documents "Milestone Schedule."
The Contractor will be required to man the project,
in the event of award, in order to meet the schedule.
The Bidders shall determine all permits, inspections
and surveys, (and fees required by same), required
by Federal, State, County or Municipal bodies having
jurisdiction over the project and shall include in
his bid proposal the cost of all such permits,
inspections and surveys. The eontractor shall be
05/21/91
00100- 7
INSTRUCTIONS TO BIDDERS
required to take out and pay for all such permits,
inspections and surveys required for the execution
of this Contract.
7 . 6 SUBCONTRACTOR
7.6.1
7.6.2
Each Bidder shall submi t along with his Bid the
names of all subcontractor(s) and/or entities
(including those who are to furnish materials or
equipment fabricated to a special design) proposed
for each of the principal portions of the Work.
If either the OWner or the Construction Manager,
after due investigation, has reasonable objection
to any proposed subcontractor, or entity, the
construction Manager will so notify the Bidder
before giving Notice of Award and will request the
bidder to submit an acceptable substitute without
an increase in Bid Price. If the Bidder declined
to make any such SUbstitution, the Contract shall
not be awarded to him, but his declining to make
any substitution will not result in the forfeiture
of his Bid Security.
7.7 SUBMISSION OF BIDS
7.7.1
7.7.2
Bids shall be submitted to Monroe County at the
designated location not later than the time and date
for receipt of Bids indicated in the Notice of
calling for Bids, or any extension thereof made by
Addendum. Bids. received after" the time and'date for
receipt of Bids will be returned unopened.
Bids in (5) Copies, the bid security, and all other
documents required to be submitted with the Bid
shall be enclosed in a sealed opaque envelope. If
the Bid is hand-delivered, the envelope shall be
filled out as follows:
1. In the upper left hand corner, place the
Bidder's name and address.
2. In the center of the envelope, put the
following:
Monroe county Clerk of Courts
500 Whitehead Street
Key West, FL 33040
05/21/91
INSTRUCTIONS TO BIDDERS
00100- 8
7.7.3
7.7.4
3. In the lower left hand corner, put the
following:
Bid for: Bid Package No.
Bid Package Description:
Project: New Monroe County Detention Facility
To be opened:
(Time)
(Date)
In item 3. above, fill in the Bid Package Number and
Bid Package Description. In addition, fill in the
date and time for opening of the bids, in order that
you may remind yourself of the deadline.
If the Bid is sent by mail, the sealed envelope
shall be enclosed in a separate mailing envelope
with the notation "SEALED BID ENCLOSED" on the face
thereof. And then address the mailing envelope in
the conventional manner.
The Bidder shall assume full responsibility for
timely delivery at the location designated for
receipt of Bids.
Oral, telephonic, or telegraphic Bids are invalid
and will not receive consideration.
7.8 MODIFICATION AND WITHDRAWAL OF BIDS
7.8.1
7.8.2
A Bid may not be modified, withdrawn, or cancelled
by the Bidder during the stipulated time period
following the time and date designated for the
receipt of Bids, except as provided in Paragraph
7.9 Right to Claim Error in Bid, and each Bidder so
agrees in submitting his Bid.
Prior to the time and date designated for receipt
of Bids, any Bid submitted may be modified or
withdrawn by notice to Morrison-Knudsen/Gerrits at
the place designated for receipt of Bids. Such
notice shall be in writing over the signature of
the bidder or by telegram. If by telegram, written
confirmation over the signature of the Bidder shall
be mailed and postmarked on or before the date and
05/21/91
INSTRUCTIONS TO BIDDERS
00100- 9
7.8.3
7.8.4
time set for receipt of Bids, and it shall be so
worded as not to reveal the amount of the original
Bid.
withdrawn Bids may be resubmitted up to the time
designated for the receipt of Bids provided that
they are then fully in conformance with these
Instructions to Bidders.
Bid Security shall be in an amount sufficient for
the Bid as modified or resubmitted.
7.9 RIGHT TO CLAIM ERROR IN BID
7.9.1
Each Bidder's original work papers, documents, and
materials used in preparation of the bid shall be
enclosed in an envelope and marked clearly as to
contents, must be submitted either in person or by
registered mail to Morrison-Knudsen/Gerrits office
not later than 24 hours after the time and date for
receipt of Bids, or any extension thereof made by
Addendum. Bidders who fail to submit their original
work papers, documents, and materials used in the
preparation of the bid, as provided herein, waive
all rights to claim error in the Bid.
ARTICLB 8
CONSIDBRATION OF BIDS
8.1 OPENING OF BIDS
8.1.1
The properly identified Bids received on time will
be opened at Monroe County Clerk of Courts' office.
8.2 BIDS TO REMAIN OPEN
8.2.1
8.2.2
All Bids shall remain open for sixty days after the
date designated for receipt of Bids.
The Owner may, at his sole discretion, release any
Bid Proposal and return the Bid Security before the
sixty days has elapsed.
OS/21/91
INSTRUCTIONS TO BIDDERS
00100-10
8 . 3 AWARD OF CONTRACT
8.3.1
8.3.2
8.3.3
8.3.4
8.3.5
8.3.6
8.3.7
The owner reserves the right to reject any and all
Bids or any part of a Bid, to waive the riqht to
disregard all nonconforaing, non-responsive or
conditional Bids.
In evaluating Bids, the owner shall consider the
qualifications of the bidders, whether or not the
Bids comply with the prescribed requirements, and
alternates and unit prices if requested in the Bid
Forms.
The Owner shall have the right to accept Alternates
in any order or combination and to determine the low
Bidder on the basis of the sum of the Base Bid and
the Alternates accepted.
The Owner may consider the qualifications and
experience of subcontractors and/or other entities
(including those who are to furnish materials, or
equipment fabricated to a special design) proposed
for each of the principal portions of the Work as
identified in the Bid. Operating costs, maintenance
considerations, performance data and guarantees of
mat~r_ials and equi~me.nt_ may also be considered.
The OWner may conduct such investigations as he
deems necessary to assist in the evaluation of any
Bid and to establish to responsibility,
qualifications, and financial ability of the
Bidders, proposed subcontractors, and other persons
or organizations to do the Work in accordance with
the Contract Documents to the Owner's satisfaction
within the prescribed time.
The Owner reserves the right to reject the Bid of
any Bidder who does not pass any such evaluation to
their satisfaction.
If the Contract is awarded, it will be awarded to
the Bidder whose evaluation by the Owner shows him
to be responsible and has indicated to the Owner
that the award will be in the best interests of the
Project.
05/21/91
00100-11
INSTRUCTIONS TO BIDDERS
8.3.8
If the Contract is to be awarded, the Construction
Manager will issue the Notice of Award to the
successful Bidder within sixty days after the date
of receipt of bids.
8.4 EXECUTION OF CONTRACT
8.4.1
The Notice of Award to the successful Bidder will
be accompanied by four copies of the Trade Contract
Agreement and all other Contract Documents. The
Contractor shall sign and deliver all four copies
of the Trade Contract Agreement to the Construction
Manager, with all other Contract Documents attached
within five days after receipt of Notice of Award.
The Construction Manager will return one fully
executed copy of the Trade Contract Agreement to the
Contractor with all other contract Documents
attached within three weeks thereafter.
AR'1'ICLB ,
SPECIAL LEGAL RBQOIRBHENTS
9.1 Each Bidder, before submitting his Bid, shall familiarize
himself with all Federal, state, and local laws,
ordinances, rules and regulations that may apply to the
Work or that may in any manner affect the cost, progress,
or performance of the Work.
OS/21/91
INSTRUCTIONS TO BIDDERS
00100-12
..--' ~ -".---...-----... _._----~. .....
SECTIOII 00103
PROPOSAL J'ORK
Bid Paekag. Bo. 3
site Electrical , ~e.porary Power
BID TO : MONROE COUNTY - CLBIUt OJ' COURTS
500 WHITEBEAD STREET
BY DST, J'LORIDA 33040
BID FROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Package No.3, site Electrical , Temporary Power
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and' regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
with the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurtace or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination ot the site.
OS/22/91
PROPOSAL FORM
00103-1
1- Mobilization $
2. General Conditions $
3. Permits $
4. Bonds $
5. Primary Feeder Duct Bank $
6. Temporary Power, including site Lights $
7. Owner option No. 3-01: Temporary Power
Maintenance Personnel & Materials Mark-up
For maintaining temporary power, for
duration of project, estimated at
12 to 18 months. Per hour, for
(1) licensed electrician, including
burden, overhead and profit.
$
/Hr.
For maintaining temporary power, for
duration of project, estimated at
12 to 18 months. For maintenance
materials, provide mark-up percentage
to include expediting, overhead and
profit. .
%
TOTAL BID, items 1 thru 6 (figures) $
TOTAL BID, (words)
==========
DOLLARS
OS/22/91
PROPOSAL FORM
00103-2
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Form and attached
the required Bid security, Contractor Evaluation Form, Lobbying and
Conflict of Interest Clause, Sworn Statement of Public Entity
crimes, Non-Collusion Affidavit, and proposed Subcontractor
listing.
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
05/22/91
PROPOSAL FORM
00103-3
SECTIOIl 00105
PROPOSAL I'ORK
Bid Packag. 110. 5
sit. Gra4ing , caissons
BID TO : IIONROB COOllTY - CUD 01' COURTS
500 WBITBBBAD STREBT
BY WEST, I'LORIDA 33040
BID FROII:
The undersigned, having carefully examined the Work and reference
Drawings, specifications, Proposal, and Addenda thereto and other
contract Documents for the construction of:
Bid Packaqe No.5, site Gradinq , caissons
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, state, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
OS/22/91
PROPOSAL FORM
00105-1
...-..
....
13. Load Testing of Caissons
$
$
$
$
$
$
$
$
$
$
$
$
$
$
1. Mobilization
2. General Conditions
3. Permits
4 . Bonds
5. Site Preparation
6. Rough Grading
7. Finish Grading of Retention Pond Areas
8. Landscape Retention Pond Areas
9. Tree Relocation
10. storm sewerage
11. Outfall structures
12. Drilled Caissons
14. Entrance roadway culverts
19. Entrance chain link fencing
$
$
$
$
$
15. Entrance roadway base & 15" sleeve
16. Entrance roadway prime & asphalt
17. silt Fence
18. Jr. College Rd. Prime Coat & Asphalt
TOTAL BID, items 1 thru 19 (figures)
$
----------
----------
TOTAL BID, (words)
DOLLARS
OS/22/91
PROPOSAL FORM
00105-2
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Form and attached
the required Bid Security, Contractor Evaluation Form, Lobbying and
Confl ict of Interest Clause, Sworn Statement of Pub 1 ic Entity
crimes, Non-Collusion Affidavit, and proposed Subcontractor
listing.
Mailing Address:
phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
OS/22/91
PROPOSAL FORM
00105-3
SECTION 00107
PROPOSAL FORK
Bid Paekaqe No. 7
Concrete Foundations
BID TO
.
.
MONROB COON'l'Y - CLERlt OF COORTS
500 WHITEHEAD STREBT
DY WEST, FLORIDA 33040
BID FROM:
The undersigned, having carefully examined the Work and reference
Drawings, specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Packaqe No.7, structural Concrete Columns and pits
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, state, and Local laws,
ordinances, rules and regulations affecting performance of tpe
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary intormation provided and made available,
and from inspection and examination of the site.
05/16/91
PROPOSAL FORM
00107-1
1- Mobilization
2. General Conditions
3. Permits
4. Bonds
5. Grade Beams
6. Walls and Beams Above
7. Concrete Slabs-on-grade
8. Elevator Pits
9. Columns
10. Elevator Rail Support Beams
$
$
$
$
$
$
$
$
$
$
TOTAL BID, items 1 thru 10 (figures)
$
----------
----------
TOTAL BID, (words)
DOLLARS
05/16/91
PROPOSAL FORM
00107-2
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Fora and attached
the required Bid Security, Contractor Evaluation Fora, Lobbying and
Conflict of Interest Clause, Sworn statement of Public Entity
Crimes, Non-Collusion Affidavit, and proposed Subcontractor
listing.
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
05/16/91
PROPOSAL FORM
00107-3
SECTIOB 00109
PROPOSAL I'ORK
Bi4 paetaq. No. ,
sit. PlUJDbinq
BID TO : MONROB COOllTY - CLBlUt 01' COURTS
500 WRITEBEAD STREET
DY WEST, I'LORIDA 33040
BXD PROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bi4 pactaqe Ho. 9, site Plumbinq
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, state, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th . the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
05/22/91
PROPOSAL FORM
00109-1
10. Fire Water Main, post indicator valve,
temporary water appurtenances, hydrants.
$
$
$
$
$
$
$
$
$
$
1. Mobilization
2. General Conditions
3. Permits
4 . Bonds
5. Gray Water Main
6. Sanitary Sewerage, incl. grease trap
7. Distribution Water Main
8. Fire Wells
9. Gas Line
TOTAL BID, items 1 thru 10
(figures)
$
----------
----------
TOTAL BID, (words)
DOLLARS
PROPOSAL FORM
00109-2
OS/22/91
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Form and attached
the required Bid Security, Contractor Evaluation Form, Lobbying and
Conflict of Interest Clause, Sworn Statement of Public Entity
Crimes, Non-Collusion Affidavit, and proposed Subcontractor
listing.
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
Witness:
(Seal)
OS/22/91
PROPOSAL FORM
00109-3
SBCTIOH 00133
SCHEDULI OP UNIT PRICBS
Bid Package _0. 3
site Electrical , Teaporary Power
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
!lnll
Unit Price
1.
4" Fiber Duct
$/lf
$/cy
$
$
2.
Concrete, for Duct Bank
Application.
05/22/91
SCHEDULE OF UNIT PRICES
00133- 1
. . . ...... . ........... . _.. _ . .._. "'~,_._ ~""" ...._....._.........._:1'
...... AJ.1lll _,~..~.__..~_...........~ ---..... .-
SBCTION 00135
SCBBDULI OP UNIT PRICBS
Bid Paekaq. Ho. 5
sit. Grading , Caisson.
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
unit
unit Price
1. Equipment Operator, fully
burdened, incl. profit and
overhead.
$/Hr.
$
2. Laborer, fully burdened, incl.
profit and overhead.
$/Hr.
$
3. Caissons, incl. drilling,
. casing, steel and concrete,
in competent limerock
$/lf
$
4. Caissons, incl. drilling,
casing, steel and concrete,
in overburden medium
$/lf
$
5. suitable Crushed Limerock,
incl. delivery, spreading
and compacting.
$/cy
$
6. Relocate, spread, and
compact on-site material.
$/cy
$
7. silt fence, furnished and
installed.
$/lf
$
8. Concrete for Caisson Application
$jcy
$jton
$
$
9. Reinforcing Steel for Caisson
Application
10. 19" x 30" elliptical RCP
$/lf
$/lf
$
$
11. 14" x 23" elliptical RCP
05/16/91
SCHEDULE OF UNIT PRICES
00135-1
Description 11.n.i.t Unit Price
12. 12" x 18" elliptical RCP $/lf $
13. 15" RCP $/lf $
14. 12" Rep $/lf $
15. 10" DIP $/lf $
16. 8" DIP $/lf $
17. 6" DIP $/lf $
18. 3" DIP $/lf $
05/16/9l
SCHEDULE OF UNIT PRICES
00135-2
_...'~. ,,,",~" .. ,'.....~....-.--._._~.-.....~... ...'~...__.... ...._- ........._---.-~.'......._... --"" --
""..~...
.;w
SBCTION 00137
SCBBDULB OP UNIT PRICBS
Bid Package .0. 7
Concrete WoundatioD.
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description unit Unit Price
1- Carpenter, fully burdened, $/Hr. $
incl. profit and overhead.
2. Laborer, fully burdened, incl. $/Hr. $
profit and overhead.
3. Concrete, 4000 psi $/cy $
4. Concrete, 5000 psi $/cy $
05/07/91
seHEDULE OF UNIT PRICES
00137-1
" '~.",.;~"""",',"_<<.........r_"'1i"" ."..J"'" _ _""'..._.....~_............~~~_...-..~_.~~._..--._....
..
..
"'~
SBC'1'IOII 00139
SCBEDULB OP OBI~ PRICES
Bid paokaq. 110. 9
sit. P1U11binq
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description Unit Unit Price
1- Plumber, fully burdened, $/Hr. $
incl. profit and overhead.
2. Laborer, fully burdened, incl. $/Hr. $
profit and overhead.
05/22/91
SCHEDULE OF UNIT PRICES
00155-1
SBCTlnll 001'3
SUBSTITUTIOIIS
PART 1 - GENERAL
1.1 Document includes
A. Pre-Bid Substitutions
1.2 BIDDER'S OPTIONS
A. For products specified only by reference standard, select
product meeting that standard, by any manufacturer.
B. For products specified by naming several products or
manufacturers, select one of products and manufacturers
named which complies with the technical Specifications.
C. For Products specified by naming several products or
manufacturers and stating "or equivalent", "or equal",
or "or Architect approved equivalent", or similar
wording, submit a request as for substitutions, for any
product or manufacturer which is not specifically named
for review and approval by the Architect.
D.
For products specified by
productlmanufacturer, there is
substitution will be allowed.
naming only one
no option and no
1.3 SUBSTITUTIONS
A. Base Bid shall be in accordance with the Contract
Documents.
1. Substitutions for products may be made during the
bidding prior by submitting completed substitution
request form and substantiating product
datalliterature a minimum of ten calendar days prior
to the Bid Date to : MK/Gerrits.
2. The Architect will consider requests utilizing this
section from the Bidder for substitution of products
in place of those specified.
3. Those submitted 10 calendar days prior to Bid Date
will be included in the addendum if acceptable.
4. Substitution requests may be submitted utilizing a
facsimile machine (FAX) if substitution request
forms and substantiating data are submitted.
B. Submit separate request for each substitution. Support
05/l7/91 SUBSTITUTIONS 00163 - 1
each
1.
2 .
3.
4.
5.
6.
7.
~.'<i~'"'1II"',*''' ~. .'..' '~.'.. '
C" "-_....'-<--,...,~~:-
request with:
complete data substantiating coapliance of proposed
substitution with requirements stated in Contract
Documents:
a. Product identification, including
manufacturer's name and address.
b. Manufacturer's liter~ture, identifyinq:
1) Product description.
2) Reference standards.
3) Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which
product has been used and date of each
installation.
Itemized comparison of the proposed substitution
with product specified, listing significant
variations.
Data relating to changes in construction schedule.
All effects of substitution on separate contracts.
List of changes required in other work or products.
Designation of required license fees or royalties.
Designation of availability of maintenance services,
sources of replacement materials.
c. Substi tutions will not be considered for acceptance when:
1. Acceptance will require substantial revision of
Contract Documents.
2. In judgement of Construction Manager or Architect,
do not include adequate information necessary for
a complete evaluation.
D. Architect will determine acceptability of proposed
substitutions.
1.4 BIDDER'S REPRESENTATION
A. In making formal request for substitution the Bidder
represents that:
1. He has inv~stigated proposed product and has
determined that it is equivalent to, or superior in
all respects to that specified.
2. He will provide same warranties or bonds for
substitution as for product specified.
3. He will coordinate installation of accepted
substitution into the Work, and will make such
changes as may be required for the Work to be
complete in all respects.
4. He waives claims for additional costs caused by
substitution which may subsequently become apparent.
5. Cost data is complete and includes related costs
under his Contract, but not:
05/17/91
SUBSTITUTIONS
00163 - 2
>.' ~"".'~t,-)."~'";,::.--~' :-;:.. ~':'~",_ ~.'- .'<" .~-""'"-:--.;: <'!':"'6;-';~'" ;._J~':",.... ,.~;:......-,...~", ,', ~.~"",_" ....,.....~.>.':.:.-,.,' i ...' .....~~..-_ ,_.,.;::n'(',#._..,,' '0' .... .....'., .........." .". '..... ..~. ._', .._~,'_~,." ..'..........~. _'.' ~.' _, . _'.
.".. ..._ ______ '... '&" ......_..........-_ o___......__________~,_..______.___...._..,~>,......_.._.__,_~ ..-....__..-..__.__.~__~."'.._.....____...__ .... .~_. _'_o..~" ___....._...~_,_
.;.
~,.,
a. Costs under separate contracts.
b. Architect's coats for redesign or revision of
Contract Documents.
6. Cost data need not be submitted, if request is for
inclusion in addendum.
1.5 ARCHITECT'S DUTIES
A. Review requests for substitutions with reasonable
promptness.
B. Issue an addendum through the Construction Manager to
identify accepted substitutions.
c. Substitution requests that are not approved will be
returned to the party submitting the request.
1.6 SUBSTITUTION REQUEST FORM
A. The form is attached to this section.
B. Substitutions will be considered only when the attached
form is completed and included with the submittal with
back-up data.
05/17/91
SUBSTITUTIONS
00163 - 3
,". "!ot".
"",'>>'''''' >.
""'~"';'_~ ..~.;~~~"~"?:- ~-;:,"~~'t!t~;:::"':.!"~:_;
TO: Project Archiqct
IWISEIf 'fItID .....D IHC.
c/o Morri.on~""..n/Gerrita
P.O.Box 5283 5090 Jr. College Road, Key West, Fl. 33040
(305)292-7845 PAX (305)292-9697
We hereby submit for your consideration the following product instead of
the specified item for the above project:
SPEC. NAME
DRAWING NAME
PARAGRAPH
DRAWING NO.
SPEC. SEC.
SPECIFIED ITEM
Proposed Substitution:
Attach complete information on changes to Drawings andlor Specifications
which proposed substitution will require for its proper installation.
submit with request necessary samples and substantiating data to prove
equal quality and performance to that which is specified. Clearly =ark
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality are
of equal performance and assumes liability for equal performance, equal
design and compatibility with adjacent materials.
Submitted By:
Title
Signature
Firm
Address
Telephone
Date
Signature shall be by person having authority to legally bind his fi~ to
the above terms. Failure to provide legally binding signature will result
in retraction of approval.
For use by the Architect:
____Recommended ____Recommended as noted
For use by the Owner:
_Approved
____Not Recommended ____Received too late
_Not Approved
____Insufticient data received
_Approved as noted
By
By
Date
Date
---".----.--. ------.------- ---'---'----
rill in Blanks Below:
A. Does the substitution affe<<"di..naiona ahown on DraviftCJa?
Yes
No
If yes, clearly indicate changes.
B. will the undersigned pay for changes to the building design,
including engineering and detailing costs caused by the requested
substitution?
Yes
No
If no, fully explain:
c. What effect does substitution have on other Contracts or other
trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same
Different. Explain:
F. Reason for Request:
G. Itemized comparison of specified item(s) with the proposec
substitution; list significant variations:
H. Designation of maintenance services and sources:
(Attach additional sheets if required.)
****************
END OF DOCUMENT 00163
SECTION 00220
GEOTBCHNICAL DATA
A. Data concerning subsurface materials and conditions obtained
from test borings has been made available by the Owner for the
Architect's use in designing the project.
B. Bidders may obtain copies of the subsurface investigation by
submitting a request in writing to the Construction Manager,
Morrison-KnUdsen/Gerrits, at the following address:
Morrison-Knudsen/Gerrits
P.O. Box 5283/5090 Junior college Road
Key West, Florida 33040
C. The report and test boring data is for information only.
Requirements stated or implied in the report are not
requirements of the Contract Documents. The report is solely
to inform the Bidder of the type and character of the
materials to be encountered.
02/12/91
GEOTEeHNICAL DATA
00220-1
SECTION 00230
81'1'. SURVEY
A. The Plat of Survey and other survey data, which are bound with
the Contract Documents, are included only for the general
information of the bidder and are not part of the Contract
Documents. The data contained was prepared by the owner for
the Architect's use for the design of the project, and neither
the Owner nor the Architect, nor the Construction Manager make
any representation, guarantee of warranty as to the accuracy
or completeness of data indicated, expressed or implied.
B. Bidders shall visit the site, make their own investigations,
assumptions and conclusions as to the nature and extent of
existing surface and overhead conditions affecting the work.
Neither the Owner nor the Architect, nor the Construction
Manager will be responsible for additional type or extent of
work required to be performed under the Contract due to any
assumptions or conclusions by the successful bidder based upon
the survey information provided.
05/17/91
SITE SURVEY
00230-1
.w ,....~............ - --~.....--
SBeTIOR 00303
SCOPB OJ' WORK
Bid packaq. Bo. 3
site Electrical , T..porary Power
1.1 General SC0ge
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and in the following sections of the Specifications;
including, but not limited to:
specifications Sections and Descriptions
01510
02226
03300
16010
16111
16400
Temporary utilities
Excavating, Backfilling and Compacting for util i ties
Cast-In-Place Concrete
Electrical .General provisions
Conduit systems
service and Power Distribution systems
1.2 Special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 In accordance with Section 01510 - Temporary utilities,
furnish, and install temporary elecric power service for
construction needs.
.2 Owner Option No. 3-01: Temporary Power Maintenance, at
the option of the Owner, provide personnel to maintain
temporary power. Proposal Form requests hourly rate for
personnel. In addition, Proposal Form requests mark-up
percentage for maintenance materials invoiced.
.3 In accordance with Section 01510 - Temporary utilities,
notify the utility company when Trade Contractors are
going to connect unusually heavy loads with special power
requirements.
.4 In accordance with Section 01510 - Temporary utilities,
the Temporary Power Contractor shall also provide (6)
site lights, equivalent to yard lights as provided by
City Electric System. Lights are to be mounted on the
power poles used for temporary power. The Construction
OS/22/91
SCOPE OF WORK
00303-1
Manager ahall pay the coats of power used.
.5 In accordance with Section 01510 - Temporary utilities,
Temporary Power Contractor shall coordinate with the
telephone company for provision of site construction
telephone lines.
.6 Furnish and install primary feeder duct bank, from City
Electric utility pole, as shown on drawing 11.01,
including telephone conduits. Work includes duct bank,
handholes, conduit and stub-ups. Furnish and install (4)
ea. '4 rebar, one embedded in each corner, running the
full length of duct bank. Cap conduits as necessary to
prevent intrusion of moisture and debris. Install pull
wire. Flag handholes as necessary to prevent them from
being damaged or disturbed by equipment. Work includes
all trenching, bedding and backfilling. Follow section
03300 for duct bank concrete.
.7 Contractor shall be responsible for calling for, and
coordinating all testing required.
.8 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.9 Procure and pay for all permits, fees and licenses.
.10 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.11 Primary site control has been established. The Trade
ContractoI" shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor's grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.12 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
05/22/91
seOPE OF WORK
00303-2
1 . 3 By others
.1 Supply and installation of primary feeder conductor.
05/22/91
SCOPE OF WORK
00303-3
81c-rIOB 00305
SCOPI 01' 1fOU
Bid paekag. .0. 5
sit. GradiDg , Cais.oDs
1.1 General Scope
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and the following sections of the Specifications;
including, but not limited to:
sections and Descriptions
02100
02211
02215
02222
02226
02385
02510
02720
02721
02930
02955
03300
Site Preparation
Rough Grading
Finish Grading
Excavating, Backfilling and Compacting for
structures
Excavating, Backfilling and Compacting for utilities
Drilled Caissons
Asphaltic Concrete Paving
storm Sewerage
Sewer structures
Lawns and Grasses
Tree Relocation
Cast-In-Place Concrete
1.2 special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
. 1
All debris and excavated material is
disposed of off-site. All re-usable
stockpiled on-site as directed by
Manager.
to be removed and
material is to be
the Construction
.2 Furnish and install culverts in entrance roadway.
.3 Grade Wastewater Treatment Plant Area and Ettluent
Holding Pond Area to approximate adjacent grades as
shown.
.4 Contractor shall be responsible for calling for, and
coordinating all required testing.
OS/22/91
SCOPE OF WORK
00305-1
.5 Grade .it. to drain.
.6 Contractor shall be responsible for any dewatering
operations required for installation of his work.
.7 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.8 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.9 Furnish and install Outfall structures.
.10 Primary site control has been established, but this
Contractor shall verify the accuracy of the owner's
horizontal and vertical control site monuments. The
Trade Contractor shall layout his work from the site
control. The Trade Contractor shall furnish, at his own
expense, all stakes, templates, platforms, equipment,
tools, materials, and labor as may be required in laying
out any part of the Work from the established site
control. The Construction Manager may arrange to have
the Trade Contractor's grades, measurements, or levels
checked and verified by an independent licensed surveyor.
If they are found to be outside of allowable tolerances,
the Trade Contractor shall pay the cost of the checking
or verification.
.11 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.12 Procure and pay for all permits, fees, and licenses.
.13 On entrance roadway, place base materials in accordance
with Section 02510, except that base materials will be
installed to finish asphaltic concrete elevation. Do not
prime, nor place asphaltic concrete pavement on entrance
roadway. After installation of roadway culverts, base
materials shall be cut to proper grade, prime coat
installed, and asphaltic concrete placed.
.14 Furnish and install 15" DIP sleeve under roadway, as
shown on drawing 1.09.
.15 Furnish and install silt Fence as shown on drawing 1.01.
.16 Furnish and install prime coat, and asphaltic concrete
on Junior College Road, atter installation of water main
tap. Coordinate operations with Contractor responsible
OS/22/91
SCOPE OF WORK
00305-2
'0_......._ .......~... -~^,,-_ - . ...... ~_::- ."-"--"
for installation of water main tap.
.17 At entrance to site, furnish and install 6 ft. high chain
link fence, with no top rail. Include (2) ea. 10 ft.
wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate and
end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe for
gates. Total length of fence shall be 60 ft.
.18 Furnish and install storm Sewerage. Due mini.al
overburden on storm drainage system, and to prevent
damage done by equipment, storm drainage system shall be
performed after installation of precast concrete.
Approximate remobilization to perform work in June, 1992.
.19 Flag andlor protect all permanently installed Work.
.20 Furnish and install caissons complete.
.21 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.22 Finish grade retention pond areas in accordance with
section 02215.
.23 Furnish and install topsoil and sodding in retention pond
areas, in accordance with section 02930.
.24 Relocate trees in accordance with section 02955.
1. 3 By Others
.1 Asphaltic Concrete wear course for entrance roadway.
.2 Finish grading in areas other than retention pond areas.
.3 Landscaping in areas other than retention pond areas.
05/22/91
SCOPE OF WORK
00305-3
~
.BcrIOB 00307
SCOP. OP woo
Bid Package Ho. 7
CODcrete POUD4atioB8
1.1 General Scope
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and in the following sections of the Specifications;
including, but not limited to:
Sections and Descriptions
03100
03200
03300
05180
07150
07190
Excavating, Backfilling and
structures
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Miscellaneous structural Steel
Waterproofing
Vapor Retarder
Compacting
for
02222
1.2 special provisions
The following Special provisions clarify, modify, change, add
to, or delete from ~he General Scope of this Bid Package.
.1 Furnish and install all columns from top of caissons to
elevated first floor framing.
.2 Furnish and install grade beams.
.3 Furnish and install cast-in-place concrete wC\lls and
beams above.
.4 Furnish and install concrete slabs-on-grade.
.5 Contractor shall be responsible for calling for, and
coordinating all required testing.
.6 Furnish and install elevator pits.
.7 Provide waterproofing and vapor retarder as required for
the Work.
05/22/91
SCOPE OF WORK
00307-1
~
}
.8
Contractor is responsible for r~turning dist~rbed work
area back to rough grade, and dressing out.
.9 Contractor shall be responsible for any dewatering
operations required for installation of his work.
,~~
.10 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.11 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor I s grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.12 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.13 Furnish and install elevator rail support beams,
including plates and anchors, in accordance with section
05180.
,.14
Furnish and install all anchor bolts for columns, in
accordance with section 05180.
.15 Furnish and install all miscellaneous metals which are
embedded in the work of this contractor. These include
anchors, channels, edge angles, angles and weld plates.
.16 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
OS/22/91
SCOPE OF WORK
00307-2
SBCTIOB 0030'
SCOPB 01' WORK
Bid Packag. Bo. 9
sit. PlUllbinq
1.1 General Scone
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings and in the following sections of the Specifications:
including, but not limited to:
sections and Descriptions
02226
02644
02685
02674
02721
02730
03600
Excavating, Backfilling and Compacting for utilities
Water Mains
Gas Distribution System
Fire Wells
Sewer structures
sanitary sewerage
Grout
1.2 Special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 Cap all lines to prevent intrusion of debris, animals,
etc., and flag valve boxes to prevent being disturbed or
damaged by equipment.
.2 Furnish and install temporary water using charged fire
water line. In two (2) locations on fire loop, furnish
and install 3/4" hose bibb, with lever operation, set
approximately two feet above rough grade, and adequately
support.
.3 Subcontractor shall be responsible for calling for, and
coordinating all required testing.
.4 Furnish and install Grease Trap as shown on drawings.
.5 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.6 Furnish and install post indicator and valve on Fire
OS/22/91
SCOPE OF WORK
00309-1
.
Water loop, as shown on drawings.
.7 Furnish and install Fire Hydrants, and adequately protect
from damaqe with temporary bollards.
.8 Contractor shall be responsible for any dewatering
operations required for installation of his Work.
.9 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor I s grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.10 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.11 Furnish and install fire wells, complete, as shown on
drawings, and in accordance with section 02674.
.12 Furnish and install 2-1/2" gas line as shown on drawings.
. 13 Furnish and install water main and fire water main,
complete, including all appurtenances.
.14 Furnish and install tapping sleeve and valve for
distribution main. Include removing old asphalt.
Include restoration of roadbed after backfill and
compaction. For new asphalt, after installation of
tapping sleeve and valve, prime coat and asphaltic
concrete will be replaced by others. Coordinate
operations with Contractor responsible for installing
asphalt.
.15 Install Water Meter furnished by FKAA.
inspections with FKAA.
.16 Furnish and install all required concrete thrust blocks.
Coordinate
.17 Furnish and install Reduced Pressure Backflow Preventers.
.18 Furnish and install Gate Valves and Boxes.
OS/22/91
seOPE OF WORK
00309-2
.19 Furnish and install floor drains and coordinate embedment
with contractor responsible for concrete slabs.
.20 Furnish all plumbing stub-ups and caps associated with
this contractor's work.
.21 Furnish and install Sanitary Sewerage as shown on
drawings, complete, including manholes, clean-outs, caps
and plugs. Due to minimal overburden on sanitary sewer
system, and to prevent damage done by equipment, sanitary
sewer system shall be performed after installation of
precast concrete. Approximate remobilization to perform
work in June, 1992.
.22 Furnish and install Gray Water line as shown on drawings,
and all appurtenances thereto.
.23 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.24 Contractor is to protect all installed Work.
1.3 By Others
.1 Prime coat and asphaltic concrete at water main tap, at
Junior College Road.
05/22/91
SCOPE OF WORK
00309-3
~
SBCTION 00350
MILESTONE SCHBDULB
This section contains the project schedule. Each contractor
is to study the applicable parts, or milestones, in order to
determine his proposed scheduling for the project.
Coordinate construction scheduling and operations with the
Construction Manager so as to meet the milestone and
completion dates as outlined in this section.
The contractors are to note the following the special items.
a. Bid Due Date. . . . . . . . . . . . . .06/10/91
b.
Award Date (Anticipated) . . . .
.06/26/91
c. Notice to Proceed (Anticipated). . . . .07/01/91
d. Due to minimal overburden on storm drainage system, and
to prevent damage done by equipment, storm drainage
system shall be perf~rmed after installation of precast
concrete. Approximate remobilization to perform work in
June, 1992.
e. Due to minimal overburden on sanitary sewer system, and
to prevent damage done by equipment, sanitary sewer
system shall be performed after installation of precast
concrete. Approximate remobilization to perform work in
June, 1992.
f. Bid Package No.3 - Site Electrical & Temporary Power:
The Work shall be substantially complete 70 calendar
days after the commencement date established in the
Notice to Proceed.
05/22/91
MILESTONE SCHEDULE
00350-1
g. Bid Package No. 5 - Site Grading & Caissons:
The Work shall be substantially complete 150
calendar days after the commencement date
established in the Notice to Proceed.
The storm sewer system shall be substantially
complete 25 calendar days after Notice to Proceed
(after precast concrete installation), for this
portion of Work only.
h. Bid Package No. 7 - Concrete Foundations:
The Work shall be substantially complete 130
calendar days after the commencement date
established in the Notice to Proceed.
i. Bid Package No. 9 - site Plumbing:
The Work shall be substantially complete 158
calendar days after the commencement date
established in the Notice to Proceed.
The sanitary sewer system shall be sUbstantially
complete 25 calendar days after Notice to Proceed
(after precast concrete installation), for this
portion of Work only.
OS/22/91
MILESTONE seHEDULE
00350-2
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THE AMERICAN INSTITUTE OF ARCHITECTS
I
AlA Document A310
Bid Bond
KNOW All MEN BY THESE PRESENTS,
th.t we
IH.,. ,n,.,1 lull n.m. .nd .dd,." 0' 1...1 ..". 01 Conl,ulon
.s Principal, herein.fter ulled the Principal, and
IH.,. ,ns." "'II n.m. .nd .dd,... 0' 1...1 loll. 01 SU'.tyl
. corporation duly organized under the laws of the State of
as Surety, hereinafter called the Surety, are held and firmly bound unto
IH.,. 'ns." full ".m. ,nd .dd,." 0' '...1 "". 01 Own.,1
.s Obligee, hereinafter ulled the Obligee, in the sum of
Dollars <$ ),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
WH E R EAS, the Principal has submitted a bid for
IH... In,." full n.m., .dd,~, .nd d.,,"pl,on of prOI.(\
NOW, THE R Ef 0 RE. If the Obligee sh.1I .ccept the bid of Ihe Princ'p.1 .nd Ihe PrinClp.1 sh.1I enter Into. Conl"CI
wllh Ihe Oblogee in "cord.nce wllh Ihe lerms of such b,d. .nd live such bond or bonds lIS m.y ~ speCIfied in Ihe bidd.nl
or ContrlCl Documenls wllh good .nd suff,clenl surety for Ihe f"lhful perform.nce of such ContrlCl .nd lor Ihe prompl
p.ymenl of I.bor .nd m.te".! lurnished in Ihe pro~culion Ihereof. or In Ihe ev~nt 01 the 1..lure of Ihe P"nClp.1 10 enter
such Cont"ct .nd give such bond or bonds. if Ihe PrinClp.1 sh.1I p.y 10 Ihe Obligee the difference nol to exceed Ihe pen. h)
hereof belween the .mounl specified In s.id bid .nd such I.rger .mount lor which the OblIgee m.y in good I.ilh conl"ct
wl!h .nOlher pHty 10 perform the Work covered by s"d bid, then this obl.g.llon sh.1I be null .nd VOId. Olherwlst 10 rem.in
in full force .nd effect.
Signed and sealed this
day of
19
(W,lnt'H)
I
(Title)
(Prlncip.l)
(Se.l)
(W'lnt'ss)
I
(TItle)
(Surety)
(St'./)
AlA DOCUMENT A310 . 810 BOND. AlA ~ . FEBRUARY 1970 ED . THE AMERICAN
INSTITl'H Of ARCHIHCTS 1735 NY AVE. NW. WASHINGTON, 0 C 20006
1
SWORN STATEMENT UNDER SECTION 287.133(3) (a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORK MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR
OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted with Bid, Proposal or
Contract
No.
for
2. This sworn statement is submitted by
(Name of entity submitting sworn statement)
whose business address is
and (if
applicable) its Federal Employer Identification Number (FEIN)
is
(If the entity has no FEIN, include the Social Security Number
of the individual signing this sworn statement:
. )
3. My name is and my
relationship to the entity named above is
4. I understand that a "publ ic entity crime" as defined in
Paragraph 287.133(1) (g), Florida statutes, means a violation
of any state or federal law by a person with respect to and
directly related to the transaction of business with any
public entity or with an agency or political subdivision of
any other state or with the united States, including, but not
limited to, and bid or contract for goods or services to be
provided to any public entity or an agency or political
subdivision of any other state or of the United states and
involving antitrust, fraud, theft, bribery, collusion,
racketeering, conspiracy, or material misrepresentation.
5. I understand that "convicted" or "conviction" as defined in
Paragraph 287.133(1) (b), Florida Statutes, means a finding of
guilt or a conviction ot a public entity crime, with or
without an adjudication of guilt, in any federal or state
trial court of record relating to charges brought by
indictment or information after July 1, 1989, as a result of
04/30/91
PUBLIC ENTITY eRIMES
00420-l
a jury verdict, nonjury verdict, nonjury trial, or entry of
a plea of guilty or nolo contendere.
6. I understand that an "affiliate" as defined in Paragraph
287.133{l){a), Florida statutes, means:
1. A predecessor or successor of a person convicted of a
public entity crime: or
2. An entity under the control of any natural person who is
active in the management of the entity and who has been
convicted of a public entity crime. The term "affiliate"
includes those officers, directors, executives, partners,
shareholders, employees, members, and agents who are
active in the management of an affiliate. The ownership
by one person of shares constituting a controlling
interest in another person, or a pooling of equipment or
income among persons when not for fair market value under
an arm's length agreement, shall be a prima facie case
that one person controls another person. A person who
knowingly enters into a joint venture with a person who
has been convicted of a public entity crime in Florida
during the preceding 36 months shall be considered an
affiliate.
7. I understand that a "person" as defined in Paragraph
287.133(1)(a), Florida statutes, means any natural person or
entity organized under the laws of any state or of the United
states with the legal power to enter into a binding contract
and which bids or applies to bid on contracts for the
provision of goods or services let by ~ public entity, or
which otherwise transacts or arplies to transact business with
a public entity. The term "Person" includes those officers,
directors, executives, partners, shareholders, employees,
members, and agents who are active in management of an entity.
8. Based on information and belief, the statement which I have
marked below is true in relation to the entity submitting this
sworn statement. [Please indicate which statement applies.]
Neither the entity submitting this sworn statement, nor
any officers, directors, executives, partners, shareholders,
employees, members, or agents who are active in management ot
the entity, nor any affiliate of the entity have been charged
with and convicted of a public entity crime subsequent to July
1,1989.
The entity submitting this s~orn state~ent, or one or
04/30/91
PUBLIC ENTITY CRIMES
00420-2
more of the officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in
management of the entity, or an affiliate of the entity has
been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AND [Please indicate which
additional statement applies.]
There has been a proceeding concerning the
conviction before a hearing officer of the state of
Florida, Division of Administrative Hearings. The final
order entered by the hearing officer did not place the
person or affiliate in the convicted vendor list. [Please
attach a copy of the final order.]
The person or affiliate was placed on the convicted
vendor 1 ist. there has been a subsequent proceeding
before a hearing officer of the state of Florida,
Division of Administrative Hearings. The final order
entered by the hearing officer determined that it was in
the public interest to remove the person or affiliate
from the convicted vendor list. [Please attach a copy of
the final order.]
The person or affiliate has not been placed on the
convicted vendor list. [Please describe any action taken
by or pending with the Department of General Services.]
[Signature)
Date:
STATE OF
COUNTY OF
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
who, after first being sworn by me,
[name of individual signing]
affixed hislher signature in the space provided above on this
day of , 19
NOTARY PUBLIC
My commission expires:
Form PUR 7068(Rev. 11/89)
04/30/91
PUBLIC ENTITY CRI~ES
00420-3
'~#.JJ.~
Lobbyin9 and Conflict of Interest Clau.e
II warrants that it has not employed, retained or
otherwise had act on its behalf any former County officer or
employee subject to the prohibition of Section 2 of Ordinance No.
010-1990 or any County officer or employee in violation of section
3 of Ordinance No. 010-1990. For breach or violation of this
provision the County may, in its discretion, terminate this
contract without liability and may also, in its discretion, deduct
from the contract or purchase price, or otherwise recover, the full
amount of any fee, commission, percentage, gift, or consideration
paid to the former County officer or employee."
04/30/91
LOBBYING AND CONFLICT OF INTEREST CLAUSE
00425-1
MOM-COLLUSION A"IDAVI~
I, of the city ot
according to law on my oath, and under penalty of perju~., depose
and say that:
1.) I am
of the firm of
, the bidder making the Proposal for the
notice for calling for bids for
that I executed the said proposal with
project described in the
, and
full authority to do so;
2.) the prices in this bid have been arrived at independently
without collusion, consultation, communication or agreement for the
purpose of restricting competition, as to any matter relating to
such proces with any other bidder or with any competitor:
3.) unless otherwise required by law, the prices which have
been quoted in this bid have not been knowingly disclosed by the
bidder and will not knowingly be disclosed by the bidder and will
not be knowingly disclosed by the bidder prior to bid opening,
directly or indirectly, to any other bidder or to any competitor;
and
4.) no attempt has been made or will be made by the bidder
to induce any other person, partnership or corporation to submit,
or not to submit, a bid for the purpose of restricting competition;
5.)
correct,
upon the
awarding
the statements contained in this affidavit are true and
and made with full knowledge that Monroe county relies
truth of the statements contained in this affidavit in
contracts for said project.
(Signature of Bidder)
STATE OF
COUNTY OF
DATE
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
who, after first being sworn by me,
(name of individual signing)
affixed hislher signature in the space provided above on this
day of 19
NOTARY PUBLIC
My commission expires:
04/30/91
NON-COLLUSION AFFIDAVIT
00430-1
1;..,;;;.;
8BCTIO. 00440
PROPOSBD 8UBOO~RACTOR LI8TING
1. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
2. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
3. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
4. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
05/20/91
PROPOSED SUBCONTRACTOR LISTING
00440-1
..........' .._.... "'.........._... 1_....~_~_J'~...-- >..- ., -'''--4. .,...-..-
COIl'1'RAcroR' 8 QOALI I' I CAlf lOR 8TATlUlEII'1'
... DBTBNTIOR J'ACILITY
STOCK ISLAND, J'LORIDA
completed form should be typewritten. Please attach information
if the fora does not provide enough space for your answers.
The Undersigned certifies the truth and correctness of all
statements and of all answers to questions made hereinafter.
Submitted to: Morrison-Knudsen/Gerrita
P.O. Box 5283, 5090 Junior colleq. Roa4
Key west, J'10ri4a 33040
(305) 292-7845, fax: 292-9697
Submitted by: Name:
Address:
Contact:
Phone/Fax:
1.0 Is your firm a:
() Corporation
() Partnership
() Joint Venture
() Proprietorship
1.1 How many years has your organization been in business as
a Contractor?
1.2 How many years has your. organization been in business
under its present business name and current management?
1.3 Under what other or former names has your organization
operated?
1.4 If a corporation, answer the following:
1.4.1
1.4.2
1.4.3
1.4.4
Date of Incorporation:
State of Incorporation:
President's Name:
Vice-president's name(s):
1.4.5
1.4.6
Secretary's Name:
Treasurer's Name:
05/22/91
CONTRACTOR EVALUATION FORM
00450-1
':"...:
1.5 If a partnerabip, answer the following:
1.5.1 Date of organization:
1.5.2 Name and address of all partners, note whether
or not currently with partnership, and number
of years involved in partnership:
1.6 If a joint venture, answer the following:
1.6.1 Number of years operating as joint venture:
1.6.2
List projects which have been completed by
joint venture, names of owners, contacts, and
phone numbers:
1.6.3
Number of years each joint venture party has
been established:
1. 7 If a proprietorship, describe organization and name
principals:
1.8 List states and categories in which your organization is
legally qualified to do Qusiness. Indicate registration
or license numbers. List states in which partnership or
trade name is filed. Include any other applicable
licenses necessary to perform subject work in the
designated location.
OS/22/91
CONTRACTOR EVALUATION FORM
00450-2
. '" ' " -~~';- '. ','- ""." -"........ ,-,"", . . "',~", ,',,""" .--'-..".' '.-~. t.......~.....''''..' ,'..
'_ . '_._' . -. ^ _....... ....... ....,..~_..__ _ .a .., ...,........~_..... .. 'i~'
1.9 Is your firm, organization, or any key employees involved
in any litigation of any kind? If so, please explain in
detail.
1.10 List key employees, which are of a professional or
management level, along with the number of years they
have with the company, and the number of years they have
in the construction industry:
1.11 Number of permanently employed craftsmen (designate if
your firm employs more than one type of craftsman):
2.0 List size of project your firm normally contracts for:
( ) $ 25,000
( ) $ 100,000
( ) $ 250,000
( ) $ 500,000
( ) $1,000,000
( ) $2,500,000
( ) $5,000,000 +
2.1 We normally perform the following work as our specialty:
2.2 We perform the following work with our own forces:
05/22/91
CONTRACTOR EVALUATION FORM
00450-3
2.3 We normally subcontract the following work:
2.4 state the percentage of your work that you self-perform,
(your specialty), of your total work:
3.0 List three recent, current or typical contracts awarded to
your organization. Give name of project, owner, architect,
contract amount, percent complete, and scheduled completion
date. Include contact name and phone number.
3.1
3.2
3.3
05/22/91
CONTRACTOR EVALUATION FORM
00450-4
3.4 Have you ever failed to complete any work awarded to you?
If so, note when, where and why.
4.0 Do you have "in-house" design capability? If so, please
describe.
4.1 Do you have "in-house" value engineering capabil i ty? If
so, please describe.
4.2 Do you have an "in-house" shop drawing program, which
includes expediting and review? If so, please describe.
4 . 3 Do you have an "in-house" safety program, and do your
forces adhere to it? If so, please explain.
4 . 4 Do you have an "in-house" material purchasing procedure?
If so, please describe.
5.0 Are you insured?
5.1 Name of insurance company:
Address of insurance company:
Phone number of insurance company:
Contact:
OS/22/91
CONTRACTOR EVALUATION FORM
00450-5
..
5.2 Worker's compensation Experience Modification Factor:
6.0 Are you bondable? If so, please state to what dollar limit.
If not, please explain why.
6.1 Attach a financial statement, audited if available,
including Contractor's latest balance sheet and income
statement showing the following items:
A. CUrrent Assets (e.g., cash, joint venture accounts,
accounts receivable, notes receivable, accrued
income, deposits, materials inventory, and prepaid
expenses) :
B. Net Fixed Assets:
C. Other Assets:
D. Current Liabilities (e.g., accounts payable, notes
payable, accrued expenses, provision for income
taxes, advances, accrued salaries, and accrued
payroll taxes):
E. other Liabilities (e.g., capital, capital stock,
authorized and outstanding shares par values, earned
surplus, and retained earnings):
F. Name of firm preparing financial statement and date
thereof:
7.0 Excluding material purchases, what percentage of local
contracting participation would you utilize on this project?
Describe proposed plan on how you will use local
participation, and state percentage and describe computation.
7.1 Number of years your organization has been established
and working in Monroe County, Florida?
OS/22/91
CONTRACTOR EVALUATION FORM
00450-6
8.0 Dated at
this
day of
19
Name of Organization:
By:
Title:
9 . 0 Mr IMs :
that helshe is the
being duly sworn deposes and says
of
contractor(s), and that answers to the foregoing questions and
all statements therein contained are true and correct.
Subscribed and sworn before me this
day of
19
Notary Public:
My Commission Expires:
05/22/91
eON TRACTOR EVALUATION FORM
00450-7
THE AMERICAN INSTITUTE OF ARCHITECTS
.
AlA Document A101/CM
CONSTRUCTION MANAGEMENT EDITION
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STIPULATED SUM
1980 EDITION
THIS DOCUMENT HIo.S IMPORTIo.NT HCM CONSEQUENCES; CON5ULTIo.TlON WITH
Io.N Io.HORNEY IS ENCOURIo.CEO.
This document is intended to be used in conjunction with AlA Documents
A201/CM, 1980; 8141/CM, 1980; and 8801,1980.
AGREEMENT
made as of the
Hundred and
day of
in the year of Nineteen
BETWEEN the Owner:
and the Contractor:
the Project:
the Construction Manager:
the Architect:
The Owner and the Contractor agree as set forth below.
Cop>"ght 19i5. <1:. 1980 b, The Amellcan Inst,tute of Architects, 1735 "ew York A\enue ,.... \V, VVashir~lOn, 0 C 20006. Re.
rrnduc!,on of the mate',.: herein or substantial Quotation of Its prn\l"o~' \\ :'1: ut ""lIen f)erm,,"',n of the AlA \Iola!es the
cop\lighlla....s of the l,r,,:ed Stales and w,lI be subject 10 leial prosecution.
~I~ DOCUME-';T A101Cl,1 . O\\<;fR.CONTRACTOR AGREEMENT. CONSTRUCTION
~ ~ ',-', '.. ,......,- ~ Qi: . - , .': r- A ""
AI1ICU 1
1HE CONTIACT DOelIft....
The Contract Documents consist of this A,reement, the Conditions 01 the Contract 1CInetaI. SuppIemenwy and
other Conditions), the Dr~winls, the Specifiations, ill Addend. issued priof to Md . Modifications issued Iller
execution 01 this A,reemenl These form the Contract, U1d IlIlre a futty i p.rt of the Contract. if IttKhed 10"
A,reement or repe.ted herein. An enumeration of the Contract Documents IppeIB in Artide 7.
AITIClE 2
1HE WOlle
The Contrictor wll perform all the Work required by the Contract Documents for
t"- lNett" QpCioft ~ipCM'" fie Wort...., 011__ c-aa Do':"n.aIIJ
,
AlnaE J
TIME Of COMMENCEMENT AND SUIST ANnAL COMPl.ET1ON
The Work to be performed under this Contrict shill be commenced
ind, subject to authorized idjustments, Subs~ntiil Completion of the Wolt shill be ~chieved nol ~ter ~n
(H.,,,, "',.,,( NT!' 'P""M provjj,Oftj IOf liquid~l.d "''''~''' ,.,/~I;nc to Uil,,'e eo comple~ 011 ,j.... )
AlA DOCUMENT AM1/CM . OWNER.CONTRACTOR AGREEMENT. CONSTRUCTION
MA'IAGrv.ENT rOlTlON . JUNE 1980 EDITION' AlAe . ~19l1O . TliE AMEItICAN
...; rr A.~-'....I"!"r-( 1-'~ ~.r\~, ;. '\~ "':V.' v.',f'\."...'r-..-n..... Dr ~
'101'(''1-1'18.(\ 7
. ....._. _..r .. ............~
-r
" ~......-.........---............
Alna.E 4
CONTIACT SUM
The Owner shill piy the Contractor in current funds for the performance of the Work, subject to idditions and
deductions by Chinle Order as provided in the Contrict Documents, the Contrict Sum of
The Contract Sum is determined as follows:
ISU/~ II.,. III~ NI~ bid 01 0fN0, IlImp slim imoun/. MC~.d il/.,~/., ind IIlti/ plius. as lIppIiaIII.J
ARTICLE 5
PROGRESS PAYMENTS
Based upon Applications for Piyment submitted to the Construction Miniger by the Contrictor ind Project Certifjut~
for Payment issued by the Architect, the Owner shill make progress payments on iccount of the Contract Sum to the
Contrictor is provided in the Contract Documents for the period endinl the day of ~d1
month is follows:
Not later than days following the end of the period covered by the Application for Piy~t.
percent ( %) of the portion of the Contrict Sum properly alloable to labor, miteriils and
equipment incorporited in the Work and percent ( %) of the portion of the Contract
Sum properly allocable to materiils and equipment suitably stored it the ~te or at some other locition agreed upon
in writing, for the period covered by the Application for Piyment, less the aggregate of previous piyments made bY
the Owner; and upon Substantiil Completion of the Work, a sum sufficient to increase the totil payments to
percent ( %) of the Contrict Sum, less such amounts .~ the Architect shall c!~termine for
all incomplete Work and unsenled c1iims as provided in the Contract Documents.
(1/ nor cov.,.d ./snvh.'. in Ih. ConlliCl Oocvm.nlJ. ".,. ;I\H" My P,O\I;,;OIt 10' limilin, Of ,.dUCln, Ihr imounr "'i;Md ilr., Ill. Wo,k 'rlch.J i c.~~~
su,. 01 compl.rion.'
Pa~ments due and unpaid under the Contract Documents shall bear interest ('om the date pa)ment is due at the ';'=
entered below, or in the absence thereof. at the legal rate pre\aillng at the place of the Project
(H~r~ in5P~l ,a!"ly 'Jl~ of ir:t~'t'H 'J'rt'd upon)
(U!ury 1~"""5 ~,.,d ft'Qujft'~tnr.J u'-'Cf'f rht Fpdt'rJI Truth in _(Priding Act. sjm,I~( HJ~e '('IC foc.l (O"'~",:T"lf" (',df !~~S ~rw.i oZ"'er r~gu,'~llons it ,hp o......! 3
~nd COnrr~(lor-~ p"n(!p~f pf~(e5 01 bU5InpS5, rht' IO<,J!,on 01 the Proiecl .nd rhr'll't""C'rp m~) .ffpCf rnr ~,.! d,(\ o' lhl~ P'C\/5/on. Spt-c,(J( If'gJ! ~d\ ICf' 5':. :
bf' obrJined "t'/,It It5ptCt to de/erion. modd,c.rion 01 Olhtt IPQI,/lIPmenU such '5 WftUt>n dHrl05UfP5 Of ""I\oP!5 )
,..... . ,~,--"
M1ICU ,
fIlIAL PA YMEHT
Final payment, constitutinl the entire unpaid balance of the Contract Sum, shall be paid by the Owner to Ihe
Contractor when the Work ~s been completed, the Contract fully performed, and the Architect has issued a Project
Certificate for Payment which approves the final payment due t~ ContraClOt.
Alncu 7
MISCElLANEOUS PROVISIONS
7.1 Terms used in this Asreement which are defined in the Conditions of the Contract shall have the meaninp
desisnated in those Conditions.
7.2 The Contract Documents, which constitute the entire asreement between the Owner and the Contractor, are las.d
in Article 1 and, except for Modifications issued after execution of this Asreement, are enumerated as follows:
(list ~,ow tIw ,,-,_nt, !lie CondilionJ 01 !lie COIll1ad lCen.,aJ. 5cIppI.IMnl.ry IItd oW, ConditioN!, III. O'''''inp.... Sp<<;~,1Itd lIlY' ~
anti Kc.pl.d aJl.,Mt", Ihowin, ".,. 0' litH! rMlmHII III all cues IItd .ta ."..,. w/icMlle.'
AlA OOC\JMENT Alf1/CM . OWNEI-CONllACTOI ACREEMENT . CONSTRUCTION
M""'ACE"1ENl EDITION' JUNE 1980 EOIllON . AlA. . (l191lO . THE A"1ERICAN
I'" -" '[ 0' '~CH!',r'< 'OJ' "-"W yn~~ AVE ....... W"S><'''CTON, 0 C 20006
A101/CM - 1980 ..
703 Temporary facilities and services:
/He,. inNrt IefIlPOIIIY 'K,/,lleJ IItd WtYkeJ -"ido a,e d.lle'"" I,om 01 in add.I'OII 10 IIlose ;Ilcl~ ......,. ,n Ihe COlIC/let 00cunwnCs.}
7.4 Working Conditions:
tHere IiJI any JpKial condilionJ allKlin,lhe COIIllact.'
This Agreement entered into as of the day and year first written above,
OWNER
CO"-TRACTOR
.A" [)(')l\'\,H"T A'O''(~ . O\\"'fR CO-'1!t.4C10R ACREfME'IT . CO'lSTRLC ~',
THE AMERICAN INSTITUTE OF ARCHITECTS
A'A Document A3111CM
CONSTRUCTION MANAGEMENT EDITION
Performance Bond
KNOW All MEN BY THESE PRESENTS: thit
(Hert j,".n full NIfte IIId addltlS Of ....'lill. 01 CoIIlfIC'lOrl
is Principal, hereinafter oiled Contrictor, and,
(Here in~n filII ..."'e and .del".. 0' 'epl IiI" 01 s.....tr1
as Surety, here.inafter called Surety, are held and firmly bound unto
(Hert in~n filII ..."'e .nd Idel'~1I or ....I 11111 of ew...rj
,
is Obligee, hereinafter called Owner, in the amount of
Dollars ($
),
for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Contractor has by written agreement dated
(Here in~n filII n.ml, .dd,... ."d .;..,"pl.on of pro,~cll
,19
, entered into a contract with Owner for
in accordance with Drawings and SpecifIcations prepared by
(HII~ ,"~" full n..... .cd .dd,... or lop' 11110 of Arch,toC'l.,
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AlA DOCUMENT AJ111CM . PERfORMANCE toNO AND LAlOR A,,"O MATERIAL PAYMH<T 101'010 . CONSTRUCTION MANACEMENT EDITION
" '. I" ~~V' rr",li~(j...., . J.' te . 'TH( J, l,d' i:C4.'-I I~S'TITL'lE c,r .aCHl1fClS '''1~ ""(\At Yo~r AV[to,,(L'[ .......... \\ AfU.....--'T,......'.... f"'\ r "'~
1 of 4
PEIfOIMANCE IOND
NOW. MUFOII, 1NI CONOIT1OH 01 nas 0Il1CA noN ...... -.at, if Contraaol ...... ~ .,., faithfully ,..,. ..
Conlrld. then .. obIiplion thai be ..... and ~; oehetWIse .. shall ......... in full force wi .....
TN Surety Milby waNes noda 01 Iny .Ieer.tion or
IXttftsion of time ""de by the 0wMr.
Whenever Contr.C1or sh.1I be .nd declared by Owner
eo be 1ft defluh under the Contract, the Owner hIvift.
perfonned Owner's oblilltions thereunder, the Surety
Ny promptly remedy the def.u't, or shalf promptly
') Comp'ete the Contract in accordance with iu terms
1M condilJons, or
2) Obtain I bid or bids for compfetin. the Contract in
ICCOf'CIInce with ils te,ms.nd conditions, .nd upon det.r-
Mination by Surety of the lowest responsible bidder, or, if
the Owner e'ects, upon deee,miNtion by the Owner Ind
the Surety jointly of the lowest responsible bidder, Irran..
for. contract between such bidder.nd Owne', and make
.v.lI.ble IS Work pro,resses (even thou.h there should
be . def.ult or I succession of debuhs under the contrlct
or contruu of completion .rrinl~ under this p.ri,riph)
Sisned and sealed this
day of
suff'lCieftt funds 10 pay the COlt 01 compIelioft ... .. W-
Inc' 01: the cont,act price; but not nceecliftl, iftdudinc
other COIU lnet .ma.es for which the Surety Ny bt
li.ble hereunder, the amounl lei fotth in .... ... ,...
.raph hereof. the term '"balanct 01 the conlract price," II
used in thi. para.,aph, INn mQft the lOll' amounl par.
.ble by Owner 10 ConlraC1or undet the Conlract and ....
.mendments thereto, less the amounl property paid ~
Owner 10 ContlKtOr.
Arty suit under this bond must be instituted befoN the
expiration of two 0) years from the .te on which final
lUymene unde, the Contract f.n. due 0' before the expira-
tion of one (1) year f,om the 0... of Substantial Comple-
tion of the Project, whichever is late,.
No ritht of .ction shalf accrue on this bond to 0' for
the use of any person or corporation other than the
Owner nimed herein 0' the heirs, eXKutors. .dministra.
tors or successors of the Owne,.
,19
I ""tlCi",/) ~.I)
/Wlln~u)
(T,lIf)
I fSureh/ CSul)
M'i/lltlJ!
(T >lIt!
AlA OOC\'MO{T Alll/eM . '[I'OI',,\.I,"C[ '01'10 AND LAIOI AND MATUIAl 'AYM('" '0"'0 . CO'<STlUClIO" MA.'tAGlM("T (DillON
JUN( 19l1O (OIllON' AlA. · TH( AMUI(A" INS1IlL:H Of AICHllIClS 17)S N[..... YOU !\V[NUl. N W W!\SHINGTON. 0 C. x:t:D. 2 of 4
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document ,l,311/CM
CONSTRUCTION MANAGEMENT EDITION
Labor and Material Payment Bond
THIS IOND IS ISSUED SIMULTANEOUSLY WITH PUFORMANCf IOND IN fAVOR Of THE
OWNER CONDITIONED ON THE fUll AND FAITHfUL PERFORMANCE OF THE CONTRACT
KNOW ALL MEN BY THESE PRESENTS: that
IH.r. imert full l\im. .rldlddreSl or 1.,.1 lille 01 COf\lraC1orl
as Prin'cipal, hereinafter called Principal, and,
/Her. in~" full n.m. .rId .ddr~n or 1.,.1 !ide 0' Surely)
as Surety, hereinafter called Surety, are held and firmly bound unto
IH~rt .11..." full n"T\~ ,"d ,de '." 0' 1~,.llrde 04 Ownerl
as Obligee, hereinafter Coiled Owner, for the use and benefit of claimants as hereinbelow defined, In the
amount of
(H~,~ ,n$tlt . sum ~u.' 10 '1 lUll on.-I,.II of Ih~ CQnlraC1 p"c~l Dollars (S
l.
for the paym~nt whereof Principal and Surety bind themselves, their heirs, executors, administfators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Principal has by written agreement dated
(He.. ill~rt full n.m~. .dd"" ,"d d~sc"phon of P'OI~Ct)
,19
, entered into a contract with Owner for
in accordance with Drawings and Specifications prepared by
:Htrt .t'I~t~ fl,J" n,'T'It and .dd,ru or lr..I tlllt oi Ar'''',lltct.l
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AlA DOCUMENT .011/0.4 . PERfORMANCE SONo "'No LABOR "'ND MATERIAL PAYMENT SOND . CONSTluClION MAp,jACEMEN1 EDITION
JUNE 'geO EDITION . ,0,1"- . THE "."ERlCAN INSTITUTE Of ARCHIHeTS, '73~ NEW YORI( AV["L'E "W, W...sHINClON, 0 C ;>roOt,
3 of 4
lABOI AND MATEIIAL 'AY~ IOND
NOW. ,"EIEfOIl, THE ~'ION Of THIS OIUGAilON illUCh..... if Principal shan promptly IN" PlYNftt 10 .11 ct....
.nts .s hereiNfter .rlMd, for .n "bor .nd INlefW used or IUSOftIbIy required for use in 1he petfonNnce of "-
Contrad. then this obIilltion shill be void; otherwise it ~II refftlin in full force and effect, ....... however, 10 the
followin, conditions:
1. A claimant is defined IS one havin, a direct contract
with the Principal or with a Subcontractor of the Principal
for labor, material, or both. used or reasonably ........
for use in the performance of the ContriCt, ..bor .nd
""terial bein, construed to include that part of water, ps,
power, Ii,ht, heat, oil, ,asoline, telephone service or
renlll of equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly
and severally a81ft with the Owner that every claimant as
herein defined, who has not been paid in full before the
expiration of a period of ninety (90) days after the date on
which the last of such claimants work or labor was done
or performed, or materials were furnished by such claim-
ant, may sue on this bond for the use of such claimant,
prosecute the suit to final jud8ment for such sum or sums
as may be justly due claimant, and h.ve execution thereon.
The Owner shall I\ot be li.ble for the p.yment of any costs
or expenses of any such suit.
3. No suit or action shall be commenced hereunder by
any claimant:
a) Unless claimant, other than one havin, a direct con-
tract with the Principal, shall h....e 8iven written notice to
any t)riO of the followin8: the Princip.l, the Owner or the
Surety above named, within ninety (90) days .fter such
claimant did or performed the last of the work or labor,
or furnished the last of the materials for which said claim
is made, stating with substantial accuracy the amount
claimed and the name of the party to whom the materials
Signed and sealed this
day of
were fumished, or for whom the work or labor was done
or performed. Such notice ~II be served by mailin, 1he
same by ..,istered mail or certified mail, posta,e prepaid.
in an envelope addressed to the Principal, Owner or
Surety, at any p~ace wher~ an oH'ece is ...~larly mainllined
for the transactiOn of bUSinesS, or seNed 1ft any manner in
which IeI'I process may be served in the state in whtdl
the aforesaid project is located, save thlt such servia
need not be made by a public oHicer.
b) Aft~r the. expiration of one (1) year followin, the dall
on which Pnnclpal ceased Work on said Contract or after
the expiration of one (1) year followin, the Date of Su~
stantial Completion of the Project, whichever Is later it
bein, understood, however, that if any limitation e'm-
bodied in thi~ bond is prohibited by any liw controllin.
the construction hereof such limitation shall be deemed
to be imended so as to be equal to the minimum period
of limitation permitted by such law.
c) Other than in a stite court of competent jurisdiction In
and for the county or other politial subdivision of the
stale in which the Project, or any part thereof, is situated
or in the United States District Court for the district ~
which the Project, or any pirt thereof, is SitUited, and not
elsewhere.
<t. The amount of this bond shall be r~uced by and to
the extent of any piyment or p.yments made in ,ood faith
hereunder, inclusive of the piyment by Surety of mechan-
ICS' liens which may be filed of rf'Cord 'I.insl said im-
pro...ement, whelher or not c1iim for the imount of such
lien be presented under and 'Iainst this bond.
,19
I ('"ncip,l) ~.'
(Wi/n~SJ)
(TIlle)
-I 'Su'er. rs..
(Wi/ntH)
(Till.)
AlA OO<UMENT .o11/CM . PERFORM"NCE BOND AND LABOR AND M.^TEII"l 'AYM[Io;T BOND. CONSTRUCTION MANAGEME"iT /DITION
jU"E ,9&J EDITION . "I.... . THE Al,.\ElICAN INS1IH.. TE 01 AIOtllEClS 173S NEV. YORk AVENUE, NW, WASHINGTON, DC 2an 4 of 4
~~ I~-
THE AMERICAN It.-ISTITUTr OF~CTS
.
._--
.
~IA Document AlOl/eM
CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
for Construction
THIS DOCU,....fENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED.
1980 EDITION
TABLE OF ARTICLES
1. CONTRACT DOCUMENTS
8. TIME
3. O'vVNER
9. PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND
PROPERTY
2. ADMINISTRATION OF THE
CONTRACT
4. CONTRACTOR
11. INSURANCE
5. SUBCONTRACTORS
12. CHANGES IN THE WORK
6, WORK BY OWNER OR BY
SEPARATE CONTRACTORS
13. UNCOVERIr\G AND CORRECTION
OF WORK
7. MISCELLANEOUS PROVISIONS
14, TERMINATION OF THE CONTRACT
Cop,r'f-'! 19~5. J 1980. b, The American Institute of Arch,tects. 1~35 Se" YOlk ".f-.e, ,v. \\a,h,r~10n D.C. 20006
Rerroc::!....ctlon cd the ma~e'lal herein or sub~tar"llial quo1a!ion of I:S prO\ iSlons 'w\ I!hout ",' ::en permIsSion 01 the -\14.. \ lo1al('~
t~e co~.\"ght la",s of 1"" L -,led Stale' a~d will be ,_~'ect 'c legal prosecullor
...,... DOCL'oIE....T "',01'C-"'\ . GE'E~'! CO'DIiIO'S Of THE CO,TR"CT for CC,'-R:..(TIO'"
((".'-<,010'- ,,~'''Gl'',E'; [::"-'0'" . jL'-.E 198,) EDITIO... . AIA~ . ::: ~:E; . THE
"-""C'-,, ",11", 'E Of ~R(HITlU' ~-j; 'E\\ 'OR~ "\E . ... \\. \\ASH:-..:;10'- DC ,000.
A201iCM - 1980 1
Accept~nce of Defective of Non.Conforming Work. .6.22, n.3
Accept~nce of Work.,..,...,.,.. ...,.955.981,991,9,9.3
Acc('~~ to Work. . . . . . . . . . . . . . . . . . , , . , , . . . . . . . . , .2.3.6, 6.2.1
Accident Prevenlion . . . , . , . , . . . ., , . , . . , , . . . . . . . . . . .2.3.5, 10
Acts ~nd Omissions. , . ,... . , , , ,. ....18.3, 7.4, 7.6.2, 8.3.1, 10,5
Addend~, Definition of ..........."........'."...., ,1.1,1
Addition~1 Costs, C1~lms for .....".......,....",.,', .12,3
ADMtNISTRA TlON OF THE CONTRAa ,...........,,2, 4.3.3
Agreement, Extent of ..",..,.,..".",. . , , . . . , , . , . .1.1,1.2
All Risk lnsur~nce '" . . , . , . . . . . . . , , . , . . . . . . . . . , , . . . . .11.3.1
Allow~nces ....",.....,...,.......,...,.............. ".8
Applic~tions for P~yment, Contractor's...". ,2.3.8, 9.2.1, 9.3.1,
933.95.3,9.7.1,9.8.2.9.9.1,9.9.3,9,9.5,11.3.1,14.1.2
App!lcatlons lor Payment,
Prolect...,.,.,.,..,...138.139,931,94,961,9.7.1
Approval~ ..,......".,....,.,.23.18,3.4,4.3.3,4.5,4,114,
4.125,412 b, 4128, 4131, 77,932
Arbitration .....' .2.315, U23, 62.5,7.9.8.3.1,11,3.7,11.3.3
Architect, Defmlllon of .,.,.",.. . , . . . . , . , , . . , , , . , . . 2.1
Archilect, Extent of Authority..,.... ,2.3, 3.",4,12,8, 5.2, 7.7,2,
813,8.1.4,8.3.1,92,93.1,9.4,9.5.3.9.6,13,8,9.9,1,9.9.3,
12.1.1,12.14,12.3.1,12 41,131,132.1,1325,142
Architect, limltallon~ of Authonty and Rt'~pOnslbtllty . . . . ,2.3.2
through 235, 2.313 through 2.3.18, 2.3.22, ".12.6,
521.941,954,955.114
Arch,tecl'~ Addlllon~1 Servlce~ .. ,34,7.7.2, 13.2.1, 132.5, 14.22
Architect ~ ~ppro\'als .,... .2318.34,45, 4.12.b, 412.8. ".18.3
Arch,tecls ""uthonty to ReJect Work,.. .2.316, 4.5, 13.1.2, 13.2
Arch,te'cls Copyright . . . . , . . , . . . . . . . , . , . , .1.3
Architect's Decisions.",."...,.. .2.3.10 Ihrough 23.16, 7.72,
7.9.1,92,94,962,9.8,1,1214.12-3.1
.2.3.16,2.3.21,9....2, 981, 99.1
23.16,2319,7,7.2, 124. 13~
1310 through 2.313, 1232
.1.3.4, 2.3.6, 2.3.9, 7.7.1,
7.7,4,9.4.2, 9.6.1,9,91
Arch:tect's Relationship "'Ith Contractur ..... .1.1.2,235,236.
U.13, 2316, 43345.473.4.12.6,418.11.3.6
Architect's Relatlomhip '" ,th
Subcontractor~ ..' .
Architect's Repre~entallon~
ArtistiC Effect. . . . . . . . . . . . . . . , .
~tlorney~' Fees
A"ard of Separate Contracts
A",ard of Subcontract< and Other Contrac!' for
Pl.orl,ons 01 the Work, . . . , .. . ., . . , . , . . . , . , . . . , . . , . . .51
Arch,tech InspeCl.on~
Archltect's Instruct 10m
Arch'lt~t'S Interpretations. , , .
Arch,I"ct, O".5,le Ob~e"'allon~
... ..... .1.12. 2.3.16,953,954
. . . . . . .94 2, 961, 991
.. .1.23,2314,23.15,7.91
...". ,,418.1,6.2.5,9.9.2
. . , , . . , ,6.1.1
Botler and ,\\achmery Insurance. . . . .. . . , . . . .. ......, .11.3.2
Bonds, lien ...,... . . . . . . . . , . , , . , , . .9.3.3, 9,9.2
Bonds, Periormance, Labor and Matenal Payment. . , , .7,5, 9.93
Bulldmg Permit. . . . . . . . . , , . . , . . , . . . , . , , , . , , . . . . . . , . . . . .47
Cert.tlcate of Substantl~1 Completion .981, 98.2, 9.83,984
Certificates of Impectlon, Testing or Approval . . ..,.773
Cert.tlcates oi Insurance,.",.,.."...,... . .... ,9.3.2,1114
Cert.tlcates for Payment, PrOJect,.,..., ,23 9,1321,94,9.51,
9.5.5, 9 6 1 9 71, 982, 99.1,9.93, 12.14, 14.1.1, 141 2
Change Order> .....111,2319. 3~. 4813, 4111,
523,7.7.2,8,3.1,9.7,9.9.3,11 31, 11.35,11 3.7,
121,1211.1231,1112.1325,13.31
Change Orden, Definition UI ....,'... . ., ."".. .12.1.1
CHANGES IN THE WORK".......... .. .. .. 2.3,19, 4.11 1, 12
INDEX
Cl~lms for Addl"on~1 Cost or TIme. ....832.833,12.2.1,12.3
C1~lms for D~m~ges "......,..... .6.1.1, 625,7,",8.3,9.6.1.2
CI~Im~ and Dispules Between Contr~ctor
and Owner..,.,..,.,.,. ,2,3,12,23.15,1323,4.18.2,7.9
C1eanmg Up .... .,'................,.".,........ .4.15, 63
Commencement of the Work, Conditions Rel~lIng to .3.2.1,4,2,
4.7.1, ".10, 5.2,1, 6,2,2. 7.5, 9.2,11,1,11,3,"
Communications. , . . . . , , . . , .. . . . . . , . . .2.3.2,3.2.6,4,9.1,4.16
Completion,
Conditions Rel~tmg to " .2.3.21, ",11,4.15,9.".2,9.9,13.2.2
COMPLETION, PAYMENTS AND.....................,....9
Completion of the ProJect, Subst~nti~1 .,.... ,8 H, 9.8.3, 9.8.4,
99.4,9.95,996,1321,13.22
Completion of Ihe Work, Substanti~1 ....... .2.311, 8.1.1, 8.1,3.
8 2 2, 9 8 9 ~ 2. 9 9 3. 11 3.9
Compliance With laws .,. .1.3, 2.1.1, 46. 47, 413,7,1,
7.6.1, i 71,1021,142.1
Concealed Condition, . . , . , , , . . . , , . , . . . , , .122
Consent, Wrillen .,.,.,...,..,..,.".2.3.22, 4.H2, 7.2,7.6.2,
981,9.9",9.9.3,11.3.9
Construction Manager. Deilnltlon of .....",.... ,.......2 2
Construclion M~nager'~ Approval. """'" .410.1,413.2
Con>lruCllon ~\anager's
Addlllon~1 Services.."".. .3.", 7.72,132,1,13.2.5,14.2.2
Construction Manager > ~iJtho"ty and Re,pt ,~. ~d'l\ .....23 3.
2.35,1.3.16,1.3.10,2.3.22,481,417.1,4.18.3,
77.4,9.2,10.2.5,1136,12.14,14.11
Conslruction Manager's Conf"m~tlon ...,.,. . . .9.9.3
Construction Man~ger's Consultation with the Architect, 2.3,12,
2.3.16,2.3.19,2321,3.4.1,9.6,1,9.8.1,12.1.4, 12.3.1, 142.1
Construction M~n~ger's Coordin~lion ~nd Scheduling, . , .2.3,7,
231;- 431.4.10.1,412,4
Construcllcn Manager'~ DeClslon~ ".....,. . . , . . ,6,3, 8.3.1
COr'qructlOn\\anager's Determlnatlon~ 133.631, 7.72.8.3.1
Con,Huctton .\\anager'~ Intere~ts " .11.31.11.32
Con~lructlon Manager ~ Recommendations.. 1 38, 2.39, 9.3.1,
, 941.9.7.1,991,121.1
Con~truclton Manage" Re'atlOnshlp
""th "'rchllect """'" ,11.2. 23.1,23.3,23.21
Com1ruCllon Manager s RelJtlun,hlp With ConlraClor ..,..1 12.
2315,2316,31 b, 411. 433.45,473.4.11.1,412.4,4116,
416.1,4.17.1,418.51,621,622.761.77.791,7.92,
83.1,8.3.2,9.41.9.54,981.991,1026.1114,11.3.6
Con'tructlon ,o,,\anager' Relatlon,hlp
"ilh Subcontractor~ . . . . . . . . . . . . . 1 12. .2 3 lb. 53 1
Comlrucl,on Manager, Re"ew ,.,.......".23.8.2.3.17,5.2.'
ConslructlOn Schedult Cur.lractor's ."...... .". .4.10
Contract, Deilnltlon 01 ""'" . . . . . . , . . . ., . . . . . , ,1.11
Contract 4.dmin,stratlon .".,. . . . . . . , , . , , , ,. . , . , . , .2.3, 433
Contract ~ward and Execution.
Condlllons Relating to . . .47.1. 410. 5.2,7.5,11.1,1134
CONTRAa DOCUMENTS ....""...,....,...".,.......1
Contract Documents,
Copies Furnished and Use oi
Contract Documents, Definition 01
Contracl \\odti'lJt,ons
Contract Sum, Dei,nq.on or
Contract 1 ermlna: c~
Contract T .me. Def,nil.ur. ul
CONTRACTOR ............,..
Contractor, Deiln,tion 01
Contractor's Construcllon Schedule
13, 3.2.5, 5.3
."...1.1.1
.. ,1.1.1, 12
.991
,J
81,1
..,.......',...,.....,. ,4
. .".. .',....." .4.1,6,1.2
. . .. ..,. ,4.10
~ #" "-
~"':'
.....".
AlA DOCUMENT Am/CM. GENERAl. CO-"J,lIO-..S {If ': (LJ"R~CT FOR CONSUUCTION
cONSTRUCTIO-" \\~'~CE"ENT EDITION. J\JN[ 19&J EDITION . ^I~' . "1980 . THE
AMERICAN INSTilL IE Vf 'RCHITECTS, 17)5 "'EW 'I'ORK A~W" WASMINCTON, D.C. :lOOOfo
2 AlOl/CM-l980
Contr~ctor's Employees, . . . , .4.3.2, 442, 4.8.1, 49, 4.18. 102.1
through 10.24,10.2.6,10.3.111.1
Contractors ll~bdlly Insurance ."....",.,...,...,..,' ,11.1
Contractors Relationship with Architect. . . . . .1,1.2, 2.3.5, 2.3.6,
23.13,2.3.16,4.33,4.5,4.7.3,4.12.6.4.18,11,36
Contractors Relationship with Construction Manager. . .. .1,1,2,
2315.23.16,3.2.6,4.2.1,4.3.3,4.5,4.7.2,4,11.1,4.12.4,
4,12.6,4.16.1,417.1,4.18,5.2.6.2.1.6.22,762,7.7. i9.1.
7,9.2.8.3.1,832.9.4.1,9.54,9.8.1,9,9.1,10,2.6, 11.1.4, 113.6
Contractors Relationship with Separate Contractors
and Owner's forces, . , , . . . , , , . , , . . . . . . . . , . . . , , .3.2.7, 6
Contractor's Relationship With
Subcontractors. . , . , . , . . ,L!,4, 52. 53. 9.52. 11.3,3, 11,3.6
Contractors Representations ,..,.'".. ,12 ~, 4.5, 4.12.5, 9.3.3
Contractor's Responslbdity for Those
Periormlng the Work,.,."",..."....,. .4.3.2,4.18, 10
~ontractor's ReView of Contract Documents. . , .12.~, 4.2, 4.7,3
Contr~ctor'S Right 10 SlOP the Work "..,..".". . , , . . .. 9.;
Contr~ctors Right to Terminate the Contracl .........". .14.1
Contractors Submittals.,."",..,... ,2.3.18,4,10,412,52.1,
52.3,92,9.3.1,9.8.1,9.9.2,993
Contractors Superintendent. , . . . , , , , . , , , . . . , , . . . . .4.9. 102.6
Contractors SuperviSion and .
Construction Procedures, . , . ., . . . .1.2.4, 235, 4,3, 4.4, 10
Contr~ctual liability Insurance . . . , . . . , , . , , . . , , . . ,111.3
Coordination and Correlation, . .,.. ., ,1.2.2, 1.2.4. 4.3,1, 4 10.1,
4.12.5,6.1.3,6,2.1
Copies furnished of DraWIngs and Spec!ilcallons . .13,32.5,5.3
Correction of V. urk ...",. . . , . . . . , . , . , . . 3.3, 3.4, 10.2.5. 13 2
COSI. Defanillon of .,...",.,.,.. ....."....,...,..,121.4
Costs.,.....3 4.482.4152.523 61.1,6.2.3,62.5,6.3,7.7.1,
7~.2, 97, 1131,113.5,1213,12.14,12,3. un, 132,1422
Cultl"g and Patching of \\'ork .".,. . .....,.'... .. .4.14
D~mage to the Work....,...... .414.2,10212,10.27,11.31
Darrage to \\ork ..,. 4.142,4.181. 6 ~ 4, 6 25,9615,
102.13,10.2.2,1025,103,1326
Damage~ Claims ior ....". .6.1.1,625,7.4,961.2
Damages 1(., Dela~ .. .,."......, ,6.11,834 9.i
Day, Definition 01 ......".,....,.,.,.,.. ,815
DeWlons of the Architect . . . . .23.10 through 23.16. :' 72,
~':Il. 9 2.94.961,98.1,121.4.1231
DeCISIons of the Comtructlon \lanager ...."...... .03,83.1
Defectl\e or ....on-ConlOrmlng \\o'k. Acceptance,
ReJecllon and Correction 01 ... ,23 4.23.16,33,34 4.\
6 ~2. 62 3, 9611. 9 94~, 13
Definitions... ....,.,. 11, ~1, 22, 3.1, 4.1, 4.121 t~,')~gh
412.3,5.1,61.2,81,911,1211121.4
De;a, sand hlensions of T .me ,....................... 83
Disputes,. .. . .. . ... . . ., . .2312,2315,2.323,625,63, - 9 1
Documen:~ and Samp:e, at Ihe S,te .,.....",.,.".,.,..411
Drawings and SpecificatIOns,
Cse and 0" nershll' oj . . . . . . . . . ,1.3, 32.5, 4.11, 5.3
Easemenls . . , .
[mcger., ..:;
Emr-:o)E'C'- Ct,nUat tur ~
. . . , . . . . , . .323
. . , , . . , . , . , . . 1 (1 3
432,444.481. 4<0 ~ 1.'.
~~h,1024 1,'261030'11
.. .111, 44.45.4 12, ~13.
621 Cj 3 2. 93.3, 9613. Q 9 2,
1131.1214.1322132514
Eql;.;:i1lf'n:
Labur
W21t"'.
\\at.. ',al, and
415.1
10 2 12.
,..<It.'_~"""n_''''' '.:-."'-'" ~-" "'.......'- """"'.',""'" ''''-~~''~., .,.......'.., .,-.. ,""', - .
hccullon and Progress of the Work ...,..,.,1.1.3. 1.2.3, 2.3.4,
2.3.5,2.311,4.2,4.41,4,5,4,7.1,6,2.2,7.9.3.
82.2, 8.l1, 11.3.2. 9b.l, 1023.10.2.4, 14,2
Execution, Currelallon and Intent of
the Contract Documents,. . . . .. . . . , . . , . . '" .. .1.2, 4.7.1
hlensions of Time,.., ..,.............", ,8,3, 12,1.1,12.1.2
failure of Payment by Owner.... ................,. .9.7,14.1
hilure of Payment of Subcontractors,..,. .9,6.1.3.9,9.2,14.2.1
Failure to Carry oullhe Work. . . . . ., . . . . , , , , , . . . . . . . . . .2.3.5
final Completion and Final Payment.. .2,3.15, 2.3,21, 9.9, 13.3.1
financial Arrangemenls. Owner's .,........".....,.... .3.2.1
fire and Extendpd Co\erage Insurance, . . , . . . . . . . .. . .. .11.3.1
Go\erning law.. ..,......""".."..,..."...,.,... .7.1
Indemnification........,.",.,...,.,.. .417, 418, 6.2.5, 9.9.2
IdenlaflCatlOn of Contract Documents. . . . .. . , , . . . . , . ... .1.2,1
Identaflcation of Subcontractors and Suppliers. . . . , , , , ... ,52.1
Information and ServIces Requued of
IheOwner .........,.....,...,.....32619112113
Inspections........,.... .2.3.16,2.3.21,4303.' 7'-7: lil.i,'9.9:1
Instructions to Bidders. , . . . .' . , . . .. .,. . , , . .. . . . . ..... .1.1.1
Instructions to the Contraclor .",.,.', ,2.32,3.2.6,4.8.1,7.7.2,
12,1.2,12.1.4
tNSURANCE ......................................9.8.1,11
Insurance. Contractor's liablllly ...,..".,....".'",'. .11.1
Insurance, loss of Use . . , . . . . , . . , . . . . . , , . . , , . . , , . . , ... .11.4
Insurance, Owner's liability. . , . . . , . . . . . , . . . , . . . . . ., ... .11,2
Insurance, Property "...,........,..,.."... 11.3
Insurance, Boiler and Machinery......,..",. ,.....,...,...,...1.'.3.2
Insurance, Special Huards ".....,.....,.,."'.....,.11.3.5
Insurance, Stored Matenals ...'........,... ..,. ,9 32,11.3.1
Insurance C,ompanies, Consent to Partial Occupancy,. ., ,11.3.9
Insurance Companies. Seltlemenl ~\'Ilh . .",...".,.....11,3,8
Intent of tne Conlract
Documenls ,.......,..".1.2.3, 2.3.10, ~ 3.13,2.3.14, 12.4
Interest ...',.'.".......,....,.. . 7 8
InterpretatIons, W1llte,., ....,...111: 2'3':': '2'3'-1'2, 'ii'ii,' ;2'4
Labor. ,\\ate".1I, and [qu;pme"t ..,....1.13, .; 4,4.5,4.12,4.13
415.1,021,932,933,9.61.3,9.2.2,10.2.1.2
11.3,1,12.14.132,2,132.5,14
Labor and\laleria Pa~ml'n! Bond .,."",....,...,....,.7,5
Labor DIsputes.. ., . . . .. ,..,...,.,.. . ... . .....". .8.3.'
La\\s and Rt'gulatlo~; ...'....,... .1.3,2.1.1,4.6,4.7,4.13,7.1
7,6.1,7.7.1. 10.22, 1.:
. , . , . , , , . . , . , .9.33, 9.9.2, 9.9.41
. .23 2. 113.8,1241
..... .23 13,2316,2318,3.3,42
4 i.3. 4.12.6, 4.17.418.62.2.76.2,9.4:
9.54.994 995,1: 2.5, 11.1.2, 11.H
L'mltatlons of Time. General... 2311,23 la, 321,3.2.4
.; c. 4 ;'.1,4.7.3,4124,4.15.1,5.2.1,5.2.3,6.2.2, 7./..
i.;', 7.9.2, 82, 9 5 2. 90.1,98,9.9,1131,113.4
1139.12.14.124.132.1,1322,13 2 5
l ~'dat;on, of TimE ':., I ":e 3 ~ ~.:: 79.2,82,83::
(':",1 '!~' I, . "-,11141,3E
,:'2.1231 13~2 132.7,141 14:',
.7.9.2, 13.2.2, 13.2.;
....11.4
L:ens ,.,.......
L'mltatlons oj Authority. . , .
limitatIOns of Llab:: !-.
llr' rat Ii ,n' 'Ie'....
Lc-" UI L<.e in.~:"-,,
AlA DOCL''-iP-.T A201.CM. c..~""ER\L (O"'D~J]()') OF H~t ((I','; ~.1 I ,~, (, ~'.."i\.,,"Cl'(}"'"
C0',;~~CTlO'" ,'........CE\\E...T EDlT:O'" . JL",[ 1Q3" E~),T")' ,-''-'.: . 1HE
,l,"'E;;:I(.\,,", :.....'..J..,:f (l( .$..RtHlilCT,:- i~3) '(\\.'fO;'::~ "-.V[ ',,\\ .'.~,)H:'c.Tl_', O( _'~~'tJ
A201/CM-1980 3
,\~ater]Jls, lJbor and EqU]r~t'nl .,., .113. 4.~. 45, 4 12,413,
~ 151,621. 9 32. 9.3.3,9.6 1.3. 9,9.2.
l' 212.1131,12.1.4.13.:12.132.5.14
"'atf'rlal Supplif'rs ...,. .,.,.. ...... .4.12.1. 521. 9.3.3
.\\eJn;., Methods. Techn]qul" Sf'quences and
and Procedures 01 (or.!ruCI]un ....." .2.3.5. ~31 q 42
,\\,nor Changes in the \\'ork .., .." . 1.1.1, 2319. 12.4
MISCELLANEOUS PROVISIONS ., ,..,.....,.......7
,\\0';: ",'allons, Del]nltlon 01 . .,. ...",....,.. ,1.1.1
Modli,catlons to the Contract ..., .1.1.1. 1.12, 232. 2.322,
4.11.1, .$7.3. ',2
'~utual ResponSlbllil\ ..,. .",..".,.,......".,.".,..6.2
'l :,.(oninrm:n~ Wor~ ->-lceplJnCe 01 Detedl\(' or ..,.. .13.3
'ot]ce. \\ r]lten 2 3 11, 2 315, 42, 4 ~.' 4.7.4, 4').
4.126.412 - :; 21, 73.7.4,7.92, 8.U. 83 2.8.3.3.
941.901 ~-.9ql,995,1026,1114.11.31,
113 5, 113 -. 1138,122,123,13 22,132.5. 14
',)lll"'. P~rm]ts. Fl'e, Jr,d .23.2,4 - 4.131,102.2
~otlce or Testing and In<peC:Q1n, ., " .,. .,.. ...,.7.7
'ot]ce to Proceed .,."..,.' . .8.1.2
Ob-en atlon,. Contractor'S
Oc: ..:'anC\
("''''\-5-1k' In~p'-'l :ll)n~
b\ the Archllect
On.' I,' Ob'l'nJtlOm by
. .. .. .. .. .12 2, 4Fl
...' .81 1, 814, 955, 11 39
2.3.16.2321.942.9,8.1,9.9.1
the Architect. , . . . . . .234, 236, 2.3.9,
7.71,7.74.9.4 2, 961, 991
......33, 49, 12.14. 1241. 131
..."........,.....,.... .3
, , , . . . . . . . . , . . . ' . , ' . . . ,3.1
Order<. \\rllten ,.....
OWNER "...,.,.
O\\ner, Definition
O"r.'. IniormJllon a"d Ser..,cc;
",.]l.",d nlthC' .32, ~.7 1, 613, h 2, <l 112 11 -,
0\\:,":' .->-ulhufll\ .2321,7'-;2, "31, 9 3~,
. 9.8.1.11.38.1212.1214
0":,." F,nar IJI (a;:j", .............. .3.2.1
0,,",'; llJhtldy In,ulrc': ."",... ..11.2
(),.,",'I' Relationship" '- ,_,), .,nlrJC' '. 11 2, 9.5~
c).\'" ,R]ght tn (arr~ 0_' :-'. \\n,\... .\4,13.2.4
c)." -" ,R]gh~ to Clean L: . . , , . . . , . , .' .,..$152. 6.3
0'.'-.', R]ght to Pertorm ~'..'~ and to
-'-",ard Separatc (ont.,),.
0" -cr; RI~hl L' Tl.rmlflale the (urtrJct
O\\ner S Righi t" ,."" t"e \\or\... .".', ",..~ .
O".,er,h,p and L,e 01 Dc ._-L-.t. ..1
. . , .6.1
.14 2
. . . . ,3.3
12 5, 53
Patching oi Work, Cutin" a-,:j .,.'"",... ,414
p)'_' R"\c)'IIt',and .4.1-1
P';' -. 'I po, ".j L.l{,or rc: ".11. . .II - 5
Po\ ;r~ent. CllrlrJ(tor... ';t':~ ~~J~;l.;n~ lur ... ..23_5 q: q 3 9.4,
,,:; :; ~l (, 1, 9.7.1, 98 2, 99 1. <) 'i :;, 14 2 .2
Pa_ro.''lL Proll'(1 (erlli,ca~'c' lOr ., .23'} 23 e1 <) 4,951,
955,9 b 1, I} - ~ u';:} q 93.121.4,141.1,142.2
r J""',,lt. Failurc ,,, 'I:; 2.961.3, q 7, q q 2 14
PJ" "'enl, Final 23.15, 2321. '1 q 1131
PJ,-' '''1_ PropC''' S - ,) 1,955.982. qlj 3.1214
P ~) \Il 'TS ASD CO\IPtETION 9
PJ -',-".1< 10 ~c;h( ,"'Jll," '152,953,95.4,961 :;
1133,14e1
P3" -'ents \\ .lic', 'd . .96
Periormance B0r-d and la'Jor and \Iate"al Pol' rrent Bond ,.. 7.S
Permits, Fees .nd 1'0tlce> 323. 4 -, 41), 102.2
PERSONS AND PROPERTY, PROTECTtON OF ,...' . . .. .., .10
Product D.ta, Deflllltlon oi ......,..,.""....,...,., 1~2.2
Product Data, Snop DraWings. Samples and ,..2.3.18,4.2.1,4.12
Progress and CompletIon ....,.......,...,.,,2.3.4, 7,9.3. 8.2
Progress Paymenls ".., . . . . ,7.8, 7,9,3, 9.5.5, 98.2. 9.9 3, 121.4
Prolect, Definition of ..,.,...",.,.,..,...,',.,...,' .1.1.4
Project Com!ructlon Schedule...",., ....,...,., .,... ,4,10
Property Insurance . . . . . , , . . . . . . , . . , . , , , , . . . . . . , , , , . , , ,11.3
PROTECTION OF PERSONS AND PROPERTY .,........... .10
Record Documents. . , . , . , . . . .. .,..".,.."......,,4.11
Regulations and laws,....., .,.",. .1.3,2.1.1,4.6,4.7,4,1),1,
-.1,1022,14
ellh, 451. 132
L't'n, 992,994
.122,45. 4125 '}~2 96.1,99.1
.. 21.22,232,2.322, 31, ~.1. 4.9. 5,1. 93.3
Th".l' !'.,rlmm]ng the Wurk .." ,2.35.43.2.
6.1.3.62,981
Rl'talnage q 3 1 'J:; 2 <)82, ') <) 2, 993
RC\lCW 01 Cuntr.ltt ,)U(um,'nh by the l.,nlracwr ..... ..1.2.2,
4.2. 4.7.3
Rl'\.c'o" utlonl'JLl' ,. '~hm,!la;' b\ O"r.l" a:,d
Mchitect ...... ..,.2318,4.10, .$.12, 5.2.1. 5.,2.3. 92
Right, and Remedll's .1.12,2315,2.316,3.3,3.4,
53,61,63.76, - Q, 83.1, 961, 9.7,
103.1212,122,1322,14
Royallics and Patents . . , , . . . . , . . . , , . . , , , .4.17
Rell'ct,on 01 \\ urk
Rclt-a,e> ul \\a,\u' Jntl
Rppre,cnlatlon,
Repre'l'ntat" e; .
Re,pon"billl\ lor
Safety ot Persons and Pruper1\
~a:l'l\' Prccautlons and Progran'.
~ample,. Delln.(lon u:
)dmp:C". Shop Dra" .n~'. Prl'd"C(
102
.235 101
. ... 123
2317.2318.
42 4 12
.....411
. ..~ ',0
. .4 10
, ..92
.,. .4,142.6,113.6.131.2
..4121
2 3 17,
2318,42.4.12
. __.. .,Ul (, 21
.234,232' -7,981,9.9.1
... .234 .2 3 {,. 2 3 u, 7 -.1,
--~ ')~.2,'Jb1,991
2 316, 7 7
.11 3 5
11,12~,13
-92. 1322, 13 2 -
..,1.",-11f13.1J'
'1 q3~ 1(1~1~ 113',13_
.."",..,.. .5
...."..511
1~~ '\5431,432
uata and
'af11ple~ at Ihe S;le, 0,,( ~n1<:nh and
':-chedule. Contractor, (,n,tructlon
~l~edulc Project Con,:',-,ctlon
Sch'culc' 01 \ J .;c,
Separale Con:racl> and Cu'1trJCIcr,
Shup Dra-."ns,. Det]llItlon
)h..p OrJ."n~.. ProC'-'C DatJ a'1d )a'1101!'"
~Ite. l<e ., . . .
~tlt.' :~~P'_ (1Ior.:-
~]Ie \ ,,,1,. .->-rl- (t'e ,
. , ~ :!
~r~", JI I~"t'l'...' ':1 J....r~
)~t~ al HJ:,1rc:- ln~:..:~J-
';:.__ . ,-J~!I'I~""
~~Jt....~t:~ 0: L,;: ~Jt..:"','
;- t" ~c
SlOppIng Ire \\ I 'r~
Stored \\Jtl'r.J .
SUBCONTRACTORS
Subcor-trJclor;. Dl" -
5-....\--.:- -"031.' ,~ \\
\..w~;:,_~"".lrd\.l~J' Rt' J~
Suo;;., ttal-:;.
-. ,l'
s ~
1~1K...' ~i2,S2.1.j~3
92 "ii1 'l'l1,Q93
\ ~'
.., ~ . "
."
4
A201lCM-1980
\1-\DO(L'H'T"201CM.CE'~\'( "" '......... '.\.....'"
\\)......,:,,:~(_' .... \\-\....."'(,E\1('1 ~l\""". _'l l: ~IU' .
\,.~lo.::1.. \'-" ;'".... ,,~~ l_)f .\1o.:(11i' t .... -'", ,~\\ ,t.I/.:.... "\E. ....\\
. ,.
. ~ ~. E
\\ ~ ...>-~....(, : t l...... l) C _'\llot
~'...'..... - "_._"'-'--"---"~'._..........-.-...... ----...-....---- ..._..--..~
Subr08~llon, W~I\ler of ....,..,...".,....,...,."..,113.6
Subst~ntl~1 Completion of the Projecl . . . .... .8.1.4, 9.8.3, 9.8.4,
9,9,4,9,9.5, 9.9.6, 13.2.1,13.2.2
Subs!~ntl~1 Completion of the PrOlect. Definition of ..... .8.1.4
Subst~ntl~1 Completion of the Work....,.. .2,3.21, 8,1.1, 8.1.3,
8,2.2,9.4.2,9.8,9,9.3,11.3.9
Subst~nti.1 Completion of the Work, Definition of ....... .8,1.3
Substitution of Subcontriclors .............."....5,2.3, 5.2.4
Sub~tilution of the Architect. . . . . . .. . .. . . . . .. . ,. .. , ,. .2,3,23
Subslltution of the Constructi<ln Maniger ..............2.3.23
SubSlltutions of M~teri~ls ..,.................... .4.5, 12.1.4
Sub-subcontractors, Definition of ...................... .5.1.2
Subsurfice Conditions. , . . . . . . . . . . . . . . . .. . . . .... . . .. .12.1.1
Successors and Assigns ................."."...........7.2
Supervision and Conslruction Procedures .".....,.1.2.4, 2.3.:;,
43, 4.4, 10
Supellntendent. Contraclor's ... . , , , . . . . . . . . , , , . . , .4.9, 10.2,6
Surety, Consent of ,..,........,......."..,.....9.9.2, 9.9.3
Surweys ...., . . , . , , . , . . . , . . . , , , . . . , , . . , . . . . . . . .3.2.2, 4.18.3
Tixes ,.,..".",..........'",.....,.....'.......... .4.6
Termln~tlon by the Contractor. . . , . . . , , . . , . , . , ., , , , , . , .14,1
Termination by the Owner. , , . . , . . . , . . . , , , , . , , .. , , , ., ,.14.2
Termination of the Architect.....,........,.,..,.... .2.3,23
Termination of the Construction Miniger ...,........, .2.3.23
TERMINATION OF THE CONTRACT ..................... .14
Tests .",. , . . . . . . . , . . , . . , . . , , . . . . , . . ,2316, 43.3, n, 9.4.2
TIME."......,.,..........,..... ....... .............. ,I
Time, Def,nlllon of ..,..,.,....'"........",.,.....,. .8.1
Time, Dela~s and Exten<,ons of .'"...,. .83,12.1,123,13 2.i
Time Limits, Specific. .. ".,,'..,.. .3.4,4.10, 7.9,2, 8.2,83.2.
8.3.3,9,2,9,3.1,9.4,1,9.5.1,9.7,11.1.4.
1138,12.2,12.3,1,13.2,2,13.2.7,14.1,14.2.1
Title to Work .................................. 9.3.2, 9,3.3
UNCOVERING AND CORRECTION Of WORK .............13
Unco\lering of Work. . . . .. '" . . . . .... . . . . ............ .13.1
Unforseen Conditions........................... .8.3.1,12.2
Unit PrICes......... .. ..... .... .... . .. .. .. ..12.1.3.2, 12.1.5
Use of Documents. . . . . . . .. . . . . . . . . . . .. . . . , , , .1.3, 3.2.5, 5.3
Use of Site. .. .... .. ...... ........ ... . .. .... . .. .4.13, 6.2.1
Values, Schedule of .".................................9.2
Wal\ler of Cliims by the Contraclor ... .7,6,2,8.3.2,9.9.5, 11.3.6
W~I\ler of Claims by the Owner.,... .7.6,2,9.9,4,11.3.6,11.41
W~i\ler of Liens........."...,.,.........,.......... .9.91
Warranly and W~rranlies ....,.,..,... .2.3.21,45.9.3.3,984.
9.9.4, 13.2.2, 13.r
Weather Delays. . . ... , . ..... .. , , . , . . , , . , ,.. .. . . ..... .8.3,1
Words, Recognized Meining of ......,..........,..,...1.2.3
Work. Definition of ,..........................,....,.1.1.3
WORk BY OWNER OR BY SEPARATE CONTRACTORS...... ,.
Wlltlen Consent. ... . . ... ,2.l22, 4,14.2, 7.2, 7.6.2,9.8.1, 9,93
Wrillen Interprelilions ..,........,...... .1.1.1,23.11. 12,32
Wrlllen Notice. ..... .2.3.11,2.3.15,4.2,4,7.3,4.7,4,4.9.4,12,6.
4.12.7,5.2.1,7.3,7,4,7.7.2,7.9,2,8.1.2,83.2,83.3,9,4.1,
9.6,1,9.7,99.1.102.6,11,1.4,11.3.1,11.3.5,11.3],
11.3.8, 12.2, 12,3, 13.2.2, 13.2S, 14
WlIlIen Orders. , . ,. . , .. . , . . . , . . ..3.3,4.9, 121.4, 12.4.1, 13 1
",.. DOClJ~H"'T A201'CM. Cl'''~~l (0':',110" Of ;rll CO'1R~CT lOR CO,qRLCTION
CO'~1RLC';O' \\~'~Gl\\l"'T lLJlllCi' . J,-'E 19,. EDllIO' . "I.~' . II 198[, . THE
A"':~.ICA' "'lilL 1E Of ^RCHI~EClS 1~3; '"\ 'OR~...q., \\ \\.A5H,'GTO.... 0 C 20006
A201/CM-1980 5
....ld
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
L_
ARTICLE 1
CONTRACT DOCUMENTS
1.1 DEfINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist oi the Owner-Contractor
Agreement, the Conditions oi the Contract (General, Sup-
plementary and Olher Condltlon~l, the Drawjng~ the
SpecIfications, and all Addenda Issued prior to and all
Modifications Issued .liter execution of the Contract. A
Modificallon IS (1) a 'Millen amendment to the Conlract
signed by both parties, (21 a Change Order, \31 a written
interpretallon Issued bv the Architect pursuant to Sub-
p.Hagraph 23.1', or 41 a \Hltten order for a minor
change in the Wor~ I"ued by the Architect pursuant to
Paragraph 124. The Contract Documenb do not include
Bidding Documents such a~ the Adverlisement or Invita-
tion to Bid, the In,Iructl'ln, to Bidders, sample torm;., the
Contractor's Bid or portion;. oi Addenda relating to any
of these, or any other documents unless ~pecJiically enu-
merated in the Owner-Contractor Agreement.
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construc-
lion. This Contract represent' the entlfe and integrated
agreement between the parties hereto and supersedes all
prior negollations, representations or agreements, either
wrillen or oral. The Contract may be amended or modi-
iied only by a ,,,"\od,tlcatlon a' deilned In Subparagraph
1,1,'. The Contract Document, shall not be construed to
create ,1m contractual relationship of any kind bel\\('rn
the Archllect and the (ontractor, bel\\een the Construc-
tion \\,-,nagcr ,wd tlce Contr.lctor or bet\\een the Archl'
tect and the Con>!ru(\lon Manager, but the Archltec\ Jnd
the Con,trulllon \'.l"Ji:;Cr ;.h,lll be en.tllled to periorm.
ance of the obligation- ot the Contractor Ir~ended ior
their bC'letlt Jnd to E''"\ioreernrnt thereoi. :\othlng con-
tained In thr Cont'Jel Docum('r'1t, shall create anv con.
tractual relatlon,hlp between the Owner, the Construc-
tion ",lnager Of !hl "'rchlleC! Jnd am Subcontractor or
5ub-'ubco~traetor '
1.1,3 THEWORI(
The \,vork compllse' the comf,lp!l'd conqruction required
oi the Contractor b, the Contract Documenb and in-
cludes all labor necessary to produce such conqruction,
and all material, 2",;: cqulpment Incorporated or to be
:ncnrpor,lted In '..iC" , 'n<.tructlon
1.1.4 THE PROJECT
T"e Project, as deimed In the Owner-Contrac'o' --\grr(-
rr,!''l! ,t~, total C0r,~rucl1or'1 of which the Work - per-
formcd under the Contract Document' i, a part
1,2 E\ECL'TIO,,", CORRElATION AND INTENT
1.2.1 1 ~lC (f_lntrJcl =) ....~~...,---.~.... ~h,l~1 h( :,:,("0 Ir: n.:d
,>" thJn q.;:,-Lurl,cate b\ t~E' Ol\ner and the Contractor
I' either the Ol\ner or the COr'1tractor or both do not sign
t ~!f' (' (lnOil (-fn... of the Con::- ,~.-' Dr d \\ lng.. Spec! r:cJt IO'nS
,H an\ oi the other Contract Document- the Archltec:
~h.lll Identltv such Document'
1.2.2 Execution at the ContrJct by the Contraclor IS cl
representdtlon that the Contrdctor hds "Sited the site be.
come familiar With the local condition, under whl( h the
Work is to be performed, and has correlated per~onal
observations wl!h the reqUirements of the Contract Docu-
ments.
1.2.3 The Intent at the Contrdct Documents IS to Include
all items necessary ior the proper ('l(eculion and comple-
tion at the Work, The ContrJct Documents are comple-
mentary, and what IS required bv anyone shall be a,
bmdmg as ii reqUired by all. Work not eO\ ered in the
Contracf Document' \\ "I not be rerlu,red unless it is con-
'Istent therewith and I~ reasonably mfer.lble thereirom a'
bem!; necessar\' to produce the inlended re,ult-. \\tlrd-
,1no ,1bbre\latlon- 1\ h,c h ha\ e \\ ell-knclII n technl(.11 O'
tl"de mranlng' Jre u'ed In the Contr,let Documel~" Ir
accoroance \\ Ith such recognized me,1OIO!.:'
1.2.4 The organlzalion oi the SpeCification, into dl\ ,.
Sian" sections and artICles, and the arrangement 01 Dra\\.
m~' shall not control the Contractor in dl\idlng the \\'or~
amung Subcontractor, or In e,t,illl"h,n:.: tht~ e\tent (I'
Work to be performed b\' anv trade,
1.3 0\\ ...ERSHIP AND USE Of DOCUMENTS
1.3.1 All Drawings, Speciiication' and cople-- there,'
furnished bl the ~rchllect .He .1no ,h ~II remain the p'op-
erll ot the Architect Thel are 1(l be u,ed on" I\itr. re
spect to this Project and are not to br u,eci on .Im othe'
prow,t \\Ith the e\ceptlon of one contr,l(! 'el i,,! (,.lC~
11,1111 to "1C ContrJct. ..uch docume'"ll' .Hr to be r('tl"'~C'C
or sUltablv alcounted ior to the .'\rch,teC1 on reque,: ,I'
Ihr completIOn ot the \\nr~ Subml"lon ur d,>!rtbutll)f'
tll meet oillcla! rrc:uiJtor\ requlrt:'mrnt, ur IOf other ru"
p0<e' 10 conneet,on \\ ,in t"r Pro'cct I- not to be co~.
qrued ,1' publicatIOn 10 clero~.l!.' 'n (\1 thr --\rchitect<
common law cop\1ichl or nther rC'l"'f'd ':",1,
ARTICLE 2
ADMINISTRATION OF THE CO~TRACT
2.1 THE "RCHITfCT
2.1,1 The Ard'Ilect I> the per,on l.lI\l,"', 11(\'n,ed to
practice architecture or a~ rntltv la\\tulil p'.1cilc!nc ar.
chltecture Identli'E'd a, st;ch In the OI\~e'-Cr'~:r;Clor
--\~~eE'ment The terIT', --\rcr !c,: me,ln, I"" \., r :,ct O'
the A,rch,tecrs authorized reprl"enlJll\e
2.2 THE COMTRUCTION MA"AGER
2,2.1 . The (l,r."uctlon \\,"-:.1~"r " the person or entlf\
Idenllfled J' 'u(~ 10 the O\\ner-Contr,j( :,~r Acree~w,,'
The term (onqructlOn \\anager means the Co;structior
\~,""'.~.::r" .~(. c(,.....'-.:.~r'["~ ........
't_ ;~.C ~C;1:2' l
2,) AD,...W..ISTR"TIO.... OF THE CO....TRACT
2.3,1 1"(' A,rti"leci J'"lC tr(' ("",",Icllon ",.1"'J~,-,r ,',
"I" DOCL'\H~l A201('\. "t~.1,. CU'::fi"",,( (;f ~r-: C()......~~'.:.(~ fC;' :~;..,~..-_(I~C.'.
(~.~...~"TRLCTO' ....\J...,"'c~.. :.,~ [Di~:C''\, . JL'E 4,93-' fJ .0' . AlA"! . =: 1~~~. . TH~
\',':J;.:iC""'. :,,,- T',"r ('\. ~;:C."'I1[Ci'" l-rJ 'l\\ ,nR..., ~\E ..... \\' \\\SH!'C,;'_J' DC :':~-".j,
A201,'CM - 1980 6
< ': -"--'~""'..~ ....-.. ..""t-._.' ,. -_ ""~~~~~._",.....': ..,'............ ~.:.,'.. '. ':.,'., . ..' ._"_'_',' ".~. _.......'.;_ .....,. ;..
< ;. '.... .::.,._,0,""_..... _...._.>..~'.-. ,.",
. '_~~.~"'~'..,.~'..:;-I............. ,.'._ .c._._ ..'""~.
.~ - -. .#_.-._._---.~............, ..-...- ---~ ..... ..... ~._. .~ .,- ...... ~,.~
~ <
pro\'lde administration of the Contract as hereinafter
descnbed
2.3.2 The Architect and the Construction \'dnager will
be Ire O\\ner's representdtives durmg construction ind
until ilnal payment to all contractors is due The Archi-
tect olnd the Construction Mdnager will adl he and con-
sult With the Owner. All instructions to the Contractor
shall be forwarded through the Construction Manager,
TheA.rchitect and the Construction Manager will have
aUlhoflty to act on behalf of the Owner only to the extent
pro\ Ided in the Contract Documents, unless otherwise
modliled by written instrument in accordance with Sub-
paragraph 2.3.22.
2.3.3 The Construction Manager will determine in gen-
eral that the Work of the Contractor is being performed
rn accordance with the Contract Documents, dnd will en-
dedvor to guard the Owner agolln;t defects and deficien-
cle' In the Work of the Contra\tor.
2.3.4 The Architect \\ ill \ Isll the site at intervals appro-
prlJte to the stage of construction to become generallv
tolmd'Jr with the progress and quality of the Work olnd to
de!ermme In general If the Work is proceeding 10 accord-
ance With the ContrJct Documents, However, the Archi-
lect w.l1 nol be required to make exhaustive or cor'"
tmuous on-site inspections to check the quality or quan-
tll\ of the Work, On the baSIS of on-site observations as
an architect. the Architect will keep the Owner rnformed
of the progress of the Work, and Will endeavor to guard
the 0" ner agJinst defects and deficiencies in the Work
of the Contractor.
2.3.5 Neither the Architect nor the Construction Man-
ager will be responSible for or have control or charge of
construction means, methods. techniques, sequences or
procedu res, or for safety precautions and programs in
cor-ectlon with the Work, and neither will be respon-
SiblE ior the Contractor's failure to carry out the Work in
accC:'dan-:e with the Contract Documents ~eithcr the
Ard-,teu nor the Construction Manager w'/I be respon-
Sible for or have control or charge over the acts or omis-
"on' of the Contractor. Subcontractors, or any of their
agent> or employees, or am other persons performing anv
of the Work.
2.3.6 The Architect and the Construcllon .\\anager shall
at all times have access to the \-""ork wherever It is in
preparation and progress. The Contractor shall prOVide
fac':t,es for such access so that the Architect and the
Construction Manager may perform their funcllons under
thE Contract Documents.
2.3.7 The ConstructIon Manager will schedule and coor-
dinate the \\ork of all contractors on the Pro/ect Includ-
Ing their use of the site. The Construction"1ana~t'r 1\ ill
keep the Contractor informed of the Project Conqructlon
Schedule to enable the Contractor to plan and perform
the \\'ork properlv
2.3.8 The Construction Manager 1\111 revie\\ all Applica-
tion, for Pal'llent b\ the Controlctor, including final pav-
me'll and \\ ill assemble them with "milar Jppl,catio'l;
;'r~. o!ner contractor; I"n Ihe PrOlect Inlc J combined
P'C'icCt ApplicatIOn tor Pol\ men!. The Con,\ructlon "'an-
ager will then make recom"lendation, to troe Arch.tect
fo' certification for payment
2,3.9 Based on the Architect's observation< the recom-
mendatlons of the Construction .\\.lnager and an evalua-
tion of the Project Application for Payment. the Architect
will determine the amounl oWlOg to the Contractor and
....ill Issue a ProJect Certificate for Payment incorporating
such amount. 03< prOVided 10 Paragraph 9.4.
2.3.10 The Architect will be the Interpreter of the re-
qUlfements of the Contract Documents and the Judge of
the periormance thereunder by both the Owner and the
Contractor,
2.3.11 The Architect will render interpretations neces-
sary for the proper execution or progress of the Work,
With reasonable promptness and in accordance with
agreed upon time limits. Either party to the Contract may
make wrillen request to the Archilect for such interpreta-
tions,
2.3.12 Claims, disputes and other mailers in question
between the Contractor and the Owner relating to the
execution or progress of the Work or the interpretation
of the Contract Documents shall be referred initIally to
the Architect for deciSion. Afler consultation with the
Constructlon\\anager, the Architect" ill render a deci-
sion In writing \\ tlh;n a reasonable tIme.
2.3.13 All interpretations and decisions of the Architect
shall be consistent With the intent of and reasonably in-
ferable from the Contract Documents and will be in writ.
ing or in graphic form. In this capacity as interpreter and
Judge, the Architect will endeavor to secure faithful per-
formance bv both the Owner and the Contractor, will nor
sho\\ partiality to either, and will not be liable for the
result of any interpretation or deCIsion rendered in good
failh m such capacity
2.3.14 The Architect's decisions In mailers relating to
artistic effect will be final if consistent with the Intent oi
the Contract Documents.
2.3.15 Any claim, dispute or other matter in question
between the Contractor and the Owner referred to the
Architect through the Construction ,\\anager, except those
relating to artrstic effect as pro\lded 10 Subparagrapr
~.3.14 and those which have been \\alved by the maklOg
or acceptance of final paym~nt .Ie. prOVided in Subpara-
graphs 9.9.4 through 9.9.6, inclUSIVe. shall be subject te
arbitration upon the "ritten demand of either part\
Ho"eler, no demand for arbitrJtlon oi any such claim
dle.pute or other mailer may be mJde until the earlier 0:
11, the date on "h,ch the Architect has rendered a writ.
ten deCISion, or (21 the tenth dav .liter the partIes ha\E'
presented their ev idence to the Archilect or have beer,
glV en a reasonable opportunity 10 do so, It the Architec
has not rendered a written deCISion bv that date '""her
such a written decision nf the Architect qates (11 that the
deCl<.lon IS final but subject to appeal and (] that an.
demand for arbitration of a claim d,.pute or other matt€:-
covered bv such decision must be made "Ithin thirl\ da,-
after the date on which the party making the demand re-
ceIVes the wrillen decision. iailurc 10 demand arb,tr,ltlOr.
\\ Ithln said thirty dJV period will re'ult in the Architect'-
deCl'lOn becoming rlnJI and f,''ld ml upon the O\\rc'
d'ld the Contractor. If the -\,( h.',,:: rcnde', 2 dec'"o-
afler arbllratlon proceedings ha..... been Inltldted such
deCISion may be entered as el idene(' but 1\ ill not supe'.
sede an, arbitration proceed,ng, L''1!c<< the dee-ion j,
acceptable to all parties concerned
7 A201/CM -1980
A'''' DOCl'~E"T ...201'CM. C[!,[RAl CO"'OITlONS Of THE CO"~~CT fOR CO'SHl CT'O'
CO~STRLCTIO' MA~ACEME'T EDITION. JUNE 19l1O EDITION. A/At! . @ 1980 . THE
AMERICA.... INSTITUTE Of ^RCHll[(TS 173S '[IV' YORK AVE ,\\ 1\ ~SH"CTO' 0 C 2<Xn
:t.J." The ArchMct ",II h.l\ t' .uthorlt' to reject Work
which doe~ not coniorm to the Contr.ct Documents, ind
to rt'qulre -pecl.1 inspection or testing, but will t.llke such
.Ictlon onlv .Ifler consult1ti1on \\ Ith tht' Con-trucllon Man.
J~er 5uhlect to review by tht' ArchItect the Construction
.'1JnJ~l'r will have the authorlt\ to relect \Vork which
does not conform to the Contract Document- \\'hene\ er
.n thp Con_tructlon \\JnJ~er ~ opinion. It I, con"dered
neces~arv or ad\l~ahle for lhe Implemenlatlon of the .n-
tent of the Contract Documents. the Construction Man-
a~er \\111 have authofltv to require special ,"<pecllon or
teqing of the Work In Kcordance with SubparaKraph
j,7'.2 whether or not such Work be then fabricated, in-
stalled or completed The foregOlnl!. authority of the Con-.
qruction Manager will be subject to the provisions 01
Subparagraphs 23,10 through 2,3,16. inclusive, with re-
spect to interpretallon, and decisions of the Architect
However, neither the Architect's nor the Construction
Manager's authorlt\' to act under th... Subparagrap~ 2.316
nor any deCISion made bv them in good faith either to
exerCIse or not to exerCl,e such authority shall ~i\'e rise
to any dlltv or re-ponqbllit\' of the Architect or the Con-
struction\1ana~er to the Contractor, any Subcontr.1Ctor
.10\ 01 their agent, or emplmee<, or am' other per-on
performing am of the Work
2.3.17 The Construction Manager will recel\e from the
Contractor and re\'iew all Shop Drawings. Product Data
and Sample-, C(jord,n,lle them \\tth Information contained
in related documents, and transmit 10 the Archi~ct those
recommended for approval
:t.3.18 The Architect will review and approve .or take
other approprtate acllon upon the Contractor's submittals
such as Shop Drd\\ IOg~, Product Data and Sample" but
only for conformarce With the deSign concept of the
"'ark and the .nformatlon gl\en to the Contract Docu-
ment, Such acllon shall be taken with reasonable prompl-
ne" so J- to Uthe no di'la\' The Architect's appro\'al 0'
., _Pl'(,t, Ilem -hall not Indicate appro\al of an as-emo;\
ot \\h,ch the> "em 1< a comp0nent
2,3.19 FollOWing consultdtlon \\lth' the Construction
Manager. th(' ArchilE'ct \\111 t,l\...(, af'proprlate action on
Change Order, In accordancc \\ith Anlcle 12, and \\ill
have aut!wril\ 10 order mlne,r changes m the \\'ork a"
pro\ Ided In SubparJl:r,lph 12-11
2.3.20 Th(' Con-trvet,on Manager \\111 malntam at thc
Pr0;E'ct Slt(' ()"lC record cop\' 01 all Contracl,. Dra\\ mg-
Specdlcatlon, Adde>nda, Change Orders and other Modi'
11C;\110ns pertdlnlnA to the ProJect. 10 good order and
marked currentl\' to record all change, made during
construction and approved Shop Dra\\ Ing:; Product
Data and Samr!('. These shall bE' a\allable to the Archi-
tect and Ihe> Cc)~':'.<lor and ,hall be deli\ered to the
Architect for the 0" :I('r upon completl0n of the Project.
2.3.21 The Con,tructlon ,\.1anager will assist the Archi-
tect In conduCllng inspe>Cllon- to determine the dates oi
Substantial Cnmp!e>llon and flOal completIon. and will
receive and fomard to the Owner for the> Owner's revie\\'
\\ r':ten \\ Jrr.'"".p, ,o-.~ 'C'[ated d", u01e''':, reqUired D\ !he
(.-,.,tr,h: .wd j. t .1 b\ the ConlrJ\ tur The '\rch,'", i
w"l I"ue a iln:, ,t CertifICate kr Pa\ ""rnt upon
l":~;J:i.,nce \\ Iln ti-,,, 'l".l-';lrements of p,,".! _' '4.
2.1.2:t 1 he dutl~s, responsibilities and Iimit1tions 01
Juthority of the Architect and the Construction 'tlnJ~e'
J- the O"ner's representatives dUring constructIOn as Sf
torth 10 the Contract Documents, \\ III not be mOd'lll'd o'
e\tended without writt~n cons~nt III the 0\\ ner thc (",-.
lractor, the ".rchltect and the (on_trul lion ,\\J:I.1C'"
\\ hlch consen~ shall not be unredsonJbh \\Ithheld 1.1 I v:
III the Contractor to respond \\Ithln ten dJ\" to a \\' ':e-
request shdll conslrtute consent b~ tl1(' Contractor.
2.3.23 In case of the termination of the emplo\ m.'nt O'
the Architect or the Con_tructlnn \1.1n,l~t'r the 0\\ ne"
shall appoint an architect or a con-truclron m.lll.1c.e'
agalOst whom the Contractor makes no rea:;onahle ohW'
tlon and "hose status under the Contract Document.
,hall be that oi the former architect or con"tructlon mar,.
ager. respectivel\' Any dispute in connection \\It'' 'Ouch
,lppolntmenh shall be ~ubJect to arbitrdtlon.
ARTICLE 3
OWNER
3.1 DEFINITION
3.1.1 The 0" ner I< the person or ent iI\ Identli,,,J C'
,.ueh 10 the Owner-Contractor Agreement. The lerr-
O\\ner mean:; the O\\ner or the O\\ner', authofizec
representati\ e,
3,2 INFORMATION AND SERVICES REQUIRED OF
THE OWNER
3.2.1 The Owner shall at the reque<;t of the Contracto'
at the time of execution of the 0\\ ner-Contractor AClee
ment furnish to the Contractor reasonable evidence Iha\
Ihe O\\ner has made ilOancial arr,lnc,emenb to fulfill tr,e
O\\ner', obligatiOns under the Contr,let L :-lIe,s .uc;..
rea,onable e\ idence IS furnished. thc' Contractor 1, nc"
required to execute the Owner-Contractor Agreement 0'
to comm(:nce the Work
3.2.2 The O\\ner ,hall furnish all -Uf\e\- de<crlblng the
ph\slcal characterIStiC- legal limitations and ultl'l\ !oc-'
l:ons for the Site of the Project. ,lnn ,1 lel:al de.ulpt"n ('
thl' ",te .
3.2.3 Except a, pro\ Ided '" Subparagraph 4.:-.1, Ire
O\\ner ,hall secure and pay for ne(e".ll\ .1pprn', .,', e>.1"-
me>nls. a"essment< dnd charges reqUlrc.d for the con<tru:-
I,nn use C' (Jccup.lne\ of perm,lf1l'nt -lru(lure- or fe'
pumanent chanc,e- In eXI-tlOg i.H tI:~il'-
3.2.4 InformatiOn or ser\lces undl'r Irc 0\\ ner ' cont!.
-hall be furnished b\ the 0\\ ner \\Ith rE'J.n"\Jbk promp'.
ne>,s tn .l\0Id dela\ In the orderl'. [1rng-(." ('1 tre \\ (lrk
3,2.5 L;nle" othef\\lse prch id('d In the Contract Docu-
ment-, the Contractor \\ill be turnld"d t'ce ()' cr.J":'
all COP'l> oi Dra\\lng< and Specll:u.: ,~, r(',,-on,181\ nec-
essary ior the e\ecutlon ot the \\ (lrk
3.2.6 Tr': 0" ner shall fnrward all In,lructlor" to tr ~
ContrJc ler th rough the Constructio"l\ L~' ~C' \\:" <1'H; '.
taneous notti,cation 10 the ArchI1f'c[
3.2.7 The ioregOlng are In addll:on to r-:"er d'Jtie:; a":
rc,r',I...... >'" I', ~li t~{' (1'.\;'1(-' C'''"''.....,'.'rJ.j,c: he'._ ~~
P('C :J:. :::l\~l- ,!" rt'....pcl t tr \\ t,." ~.'" (I,', .....~': l :" "'"',
rale Contractor) Payment, and Comple!l(\n ;,--cd J"'L:"
"r'cc In -\rticle< b. 9 and 11 rC";1e>ctl\eh
A201,CM - 1980 8
",4. DOCl...n.....T4.201 (\-\.', l".U:.~l ((J"".DllI0'" UI 11'~ I..U"i~\(. f CO~<,-;_C;:I"
(O","ir\_':"'iC"~ \1-\'~C~"~""'T lDlTIO' . IL": 'Q5C [D:TlO"'-: . AlA' . - ~:::.~ - 11'-<
\'.'[. C\'~ I"........:i:...:~ (,; \,I.::CH,l[(lr... '-;", '. '.\ '1 )"~, -\,,~ '-.\ \\\'d '. .1().... :)( >),~
3.3 OWNER'S RICHT TO STOP THE WOlle
3.3.1 If the Cor,:ractor fails to correct defective Work as
r~u,red by Paragraph 13.2, or perSIStently fails to carry
out the Work In accordance with the Contract Docu-
ments, the Owner, bv a wrlllen order signed personally or
b~ an agent speciiicJlly so empowered by the O\\ner in
wfltlng, may order Ihe Contractor to stop the Work, or
an~ portion thereof. until the cause for such order has
been eliminated; however, this right of the Owner to stop
the '.\'ork shall not give rISe to any duty on the part of the
Ow ner to exercise this right for the benefit of the Con-
Irdctor or any other person or entity, except to the extent
req(!lfed by Subparagraph 6.1.3.
3.4 OWNER'S RICHT TO CARRY OUT THE WORk
3.4.1. If the Contractor defaults or neglects to carry out
the Work In accordance with the Contract Documents,
Jnd fails wIthin seven days after receipt of written notice
rrom the Owner to commence and continue correction of
)uch default or neglect With diligence and promptnes"
the Ow ner mJv. after se\ en davs following receipt bv the
Contr.:lclor of an addition.:ll \\ flllen notice .:Ind without
preJudice to any other remed\ the Owner ma~ have.
m.:ll..e good such defiCiencies In ~uch case an .:Ipproprlate
Ch.:nge Order sh.:lll be ,>sued deducting from the pay-
ment< then or thereafter due the Contractor the cost of
correcting such defiCienCies, including compensation for
the Architect's and the Construction Manager's additional
sen.lces made necessary by such default. neglect or fail-
ure Such action by the Owner and Ihe amount charged
to the Contractor are both subject to the prior approval
of the Architect, after consultation with the Construction
""anager. If the p.:lyments lhen or thereafter due the Con-
tra,' 'r .:Ire not sufficient to cover such amounl. the Con-
tr.:lctor sh.:lll pay the difference to the Owner.
ARTICLE 4
CONTRACTOR
4.1 DEFINITION
4.1.1 The Contractor IS the person or -entltv identified as
such In the 0\\ ner-Contractor Agreement. The term Con-
tractor me.:lns the Contractor or the Contractor's author-
Ized representative.
4.2 REVIEW OF CONTRACT DOCUMENTS
4.2.1 The Contractor shall carefully stud\ and compare
the Contract Documents and shall .:It once report to the
Arc~ tect and the Construction Manager any error. incon-
<istenc, or omission that may be dlsco\ ered. The Con-
lraCtor shall not be liable to the Owner, the Architect or
the Construction Manager for any dam.:lge resulting from
am <uch errors. inCOnSistenCies or omissions In the Con-
trut Documents. The Contractor shall perform no portion
of the \\'ork at .:Iny time 1\lthout Contract Documents or,
\\he'c required. approved Shop Drawings. Product D.:Ita
or 5.-,rnple< for such portion of the \'\'ork
4,) SUPERVISION AND CONSTRUCTION
PROCEDURES
4.31 Tr,c Contr.:lctor <hall <"pcnN' and direct the
\\ 0" uSing the Contr(l(to(<, best skril and allenllon The
C'~~"Jctor shall be solely responSible for all construction
""eo-'. method, technlque<. <equence- and procedures
and shall coordinate all portion. of the Work under the
Contract, subject to the o\'erall coordinition of the Con-
struction Manager
4.3.2 The Contractor shall be responsible to the O....ner
for the acts and omiSSions of the Contractor's employees
Subcontractors and lhelr agents and emplo\ees. and an\'
olher persons performing any of the Work under a con-
tract With the Contractor,
4.3.3 The Contractor shall not be relieved from the
Contractor's obligations to periorm the Work in iccord-
ance WIth the Contract Documents either by the activities
or duties of the Construction \tan.lger or the Architect
In their administration of the Contract, or by inspections,
tests or approvals required or performed under Paragraph
7.7 by persons other than the Contractor,
4.4 lABOR AND MATERIALS
4.4.1 Unless othen.\'ise provided in the Contract Docu-
ments, the Contractor shall prO\ ide and pay for all labor,
matenals, equipment. tools, con,truc.ion equipment and
machinery, water, heat, utilities, transportation. and other
facilities and services necessaf) for the proper execution
Jnd completion of the \\ork, whether temporJf) or per-
manent and whether or not incorporated or to be Incor-
porated In the Work.
4.4.2 The Contractor shall al all tlme~ enforce <lflct dis-
clplineand good order among the Contr.TClors em-
ployees and shall not employ on the Work any unilt per-
son or anyone not skilled in Ihe task assigned them.
4.5 WARRANTY
4.5.1 The Contractor warrants to the Owner, the Archi-
tect and the Construction Manager that all materials and
equipment furnished under this Contract will be new un-
less otherwise speCliled, and that .:III Work w ill be of good
quality, free from faults and defects and In conformance
\\'ith the Contract Documents. All Work not coniormlng
to these requirements, including substitutions not prop-
erl\' apprO\'ed and authorized. ma\ be conSidered defec.
ti\e. If required by the Architect n, the Construction Man-
J~er, the Contractor shall furnish sallsiactor) e\ldence as
to the kind and qual,!\ of matenal, .Tnd equipment. ThiS
warranl\' 1< not limited b\ the prO\I~lon, ot Paragraph
13.2.
4.6 TAXES
4.6.1 The Contractor shall pal ali sales, consumer, use
and other Similar tJ\es for the \\'ork or portions the'eof
proVided by the C(lntractor which are legall\' enacted at
the time bid, are recel\ed. whether or not \et etlectl\e.
4.7 PERMITS, FEES AND NOTICES
4.7.1 Unless other\\' :5e prO\ ided ;n the Contract Docu-
ment< the Ow ner ,hall <ecure and pa\ fll" the building
permit and the Contracor ,h.:lll ,ecure and pJ\ lor a!!
olher permits and go\ernment.:ll tees. hcen~es and Inspec-
tions ncce,.ar\ lor Ir.e proper execution and cOrT'oletion
of the \\ork which are customa' 'I .ec:red after execu-
lion ot the Contrac and "hlch ,lre Il'galh 'cquired at the
: me bld< arc rccc,,,cc
4,7.2 The Contree . " i: .c ,,' nollCh and : ~-:,',
\\ Ith all la....<,. ordlr"nc~, . ~ 'C' 'l'c:ul.:ltlon. anc JI\ rul
order- of ani pub!lc autre- :. bearm!'. on the pe'lorm-
ance at the Work
9 A201/CM -1980
AI4 oOCL\1E"T 420T CM. u'-u:,. (O'-Di~IO"S OF THE CO'-H'CT FCl~ co,-,', , ',"
CO'-STRl..C1l0'- .\\^"ACEMENT EDITION . JU"E ~9&~' EDITiO'" . AI". . I' ~9s.:: . THE
"'ERIC.~' "STITlJTE OF "RCHIHCTS '"3S ....E\\ 'O~, "-\[ '- >,'. 1\ \<H"C]n,- r c ~('(''''
..1.3 II is not Ihe responslbdll~ of th~ Contr~ctor to
male cert~in ttwt th~ Contract Documents are in ~ccord-
~nce with applicable la\'. ", statutes. building codes and
regulations. If the Contractor observes that an~ of the
CJnlract Document" are at varlan\.r there\'.lth sn any re-
"pect the Contractor ~hall promptly notlf\ the Arch tect
and the Construction ,"\anager sn wnlsng, and an\ neces-
Selr\ changes shall be accomplished by appropnate
Modlilcation.
..7.. If the Contractor performs any Work knowing it
to be contrary to "uch laws. ordinances, rules and regula-
tions. ~nd without such notice to the Architect and the
Construction Manager, the Contractor shall assume full
responSIbility therefor and shall bear all costs attributable
thereto,
... AllOWANCES
....1 The Contractor shall include in the Contract Sum
all allowances stated In the Contract Documents. lIems
CO\ ered by these allowances shall be supplied for such
e1mounts and bv such persons a" the Construction Man-
ager may direct. but the Conlractor will not be required
to employ persons agaimt whom the Contractor makes a
reasonable oblection.
4.8.2 Unless otherwise pro'. ,ded In the Contract Docu-
ments:
.1 these allowances shall cover the cost to the
Contractor. less am applicable trade dl<count
of the materials and equipment required by the
allowance, delivered at the <ite. and .all appli-
cable taxes;
.2 the Contractor's costs for unloading and han-
dling on the site, labor, Installation costs O\er-
head profit and other expenses contemplated
for the original allowance shall be included in
the Contract Sum and not In the allowance
.3 \\ henever the cost is more or less than the
allowance. the Conlract Sum shall be adlu"lt'd
accordlngl\' by Change Order, the amount oi
\\ h,ch wdl recognize change<, If am in han-
dling co"t< on the site. labor Inqallatlon coq,
o\erhead proilt .1nd other e1l.pen<e'
4.9 SUPERI..1ENDENT
4,9.1 The Contractor shall emplo\ a competent "upefln-
lendent and necessary assistants ",ho shall be In attend.
2'1Ce at the Project <Ife during the progre<" of thr \\'ork
The superintendent shall represent the Contractor and all
communications gl\'en to the supPflntendent ~hall he ,"
binding as if gl\en to the Contractor Important commu-
n,catlon< shall be cont.rmed In \\f1tlng Other communi-
(allOm "hall be so cunf"med on \\rltten requeq In each
case
4.10 CO!'/TRACTOR'S CO....STRUCTION SCHlOULE
4.10.1 The Contractor, immediate:, aiter bCln;:: awarded
the C0ntract <hall prepare and "ubmlt ior the Construc-
tion Mana~e' s approval a Contractor's Construction
Schedule ie" 'he \\'Gr~ which "hall pro\lde ior e'ped.
1'0:'> 2",d pr;,,'icdb:e c,('(ut:on c'; the \\ ,~ Tn, ' ,.'c.
u:r ,hall he coord,naled b\ the Cor,:'u(tlun \\0",'';'.'
\\llh the Project Construction Schedule The Cont'a(tclf,
C"n<truction <;,chedule ,hall be re\ I'ed a" required b\' the
conditions of the Work and th(' Prolect "ub,~ct to the
Construction ~Naer'S appro\al.
4.11 DOCUMENTS AND SAMPlES AT THE SITE
4.11.1 The Contractor shall malOt,lIn at the Prolect site
on a current baSIS, one record cop, of all Drawing~
SpeCifications. Addenda, ChanCe Orders and other Modl-
llcatlon~, 10 good order and mJr~ed currenth to record
all changes made dUring conqrucllOn, and app'rO\ed Shop
DraWings, Product Data and "amples, These sh:lll be
a\ adable to the Architect and the Construction \\,j;1.1I.:e'
The Contrelctor shall advise the Conqrucllon Manaf;ei on
a current. basis of all changes in the \Vork made dUring
construction,
4.12 SHOP DRAWINGS. PRODUCT DATA AND
SAMPLES
4.12.1 Shop Drawings are dra\\ang~, diagrams. schedule,
and other data specially prepared lor the Work bv the
Contractor or any Subcontractor, manuiacturer, supplle'
or dlstnbutor to illustrate some portion oi the \\or~
4.12.2 Product Data are dlustratlOns, ~tandard ,checult,
performance charts, Instruction, brochure" dlagrJm, ar,c:
other Information iurnished b\ the Contractor to dl",tr.l:',
a material, product or system lor ~ome portion 01 the
\Vork,
4.12.3 Samples are phYSical e,amples \\hlCh Illustrate
materials, equipment or workmanship Jnd esL1bl,,"
,Iandards by \'.hlch the \\ork \\111 be ludsed.
4.12.4 The Contractor shall prep.He, review. approve and
submll through the Construction \\Jnager, \\ith rea,Oi.
able promptness and 10 such sequence as to cause no de-
la, an the Work or in the \\ ork ot the 0\\ ner or any sepa-
rate contractor, all Shop Dra\\ Ings Product Data anc.
Sample~ requued by the Contract Document, The Cor.
tractor shall cooperate with the Construction M.lnaCt'r ~
the Con<tructlon Man.lgers coordlnallon of the C{)~:rJ('
tor< Shop Dra\\ ing<, Product D.l!.l .lnd 5.1mr1e, \\ It~
thCI'l' oi other "eparate contractor,
4.12.5 B\ preparing appro\ ,ns and 'ubm,fi ~ l: <;,1 .
BrJ\\ :ng,. Product Data and Sample'. the Contrac'lOr ref:"
resent, that the Contractor ha, d"!crm,ned Jnd \er;ll(
ail materlal<. field measurement- and Ileld Cllnstructlc-
([Iterla related theretc, or \\ dl do <0 \\ Iln rE'J-onab,c
promplnes<, and ha" checked ,lnr! (oordlr1ated Ihe anfe'.
matlon contained \\ Ith,n -uch ,uhm:lr.lI- '.\ lIh tlOl' reqUlrt,
ment< of the \Vork tht:' Project .'no the Contr.lct [l,,(.'
ments
4.12:6 The Contractor shall not bc' rel,e\ed 01 re'I'(JI~-Ii'
Ity tor any de\latlOn irom the requtrements ot the Co~.
tract Documents b\ the Archllt'cl, .1pprO\a: of ~h(.
Ora\\' Ing,. Producl D.1L' or Sampie, und,'f Subparaf:raf:'-
2.3.18 unless the Contractor ha" <peciflcall\ informE'rl rf-.'
Architect and the Con<tructlon \\.lna~('r In ....': ~,'
<uch deviation a: the timE' of <Ub:nl""~n .md the Arch.
tect has gl\en \\ rltten appro\al to the speCIfIC c1e\i"tior
The Contractor shall not be re!,' Cc1 from re"ponslbd,:"
for errpr, or on'''' 0n< in thc., 'p DrJ\\' inf:< Pro2~"
Data or S.lmple<, b\ the Architect, ,lrrH(l\al of :hC~1
4,12.:- T..... ('"r", ' , ,f- II r'" '-:'.' '," -'
.\ r t r.~ (lr t)r! rt., ~-, ':l"U ~i':\.Jp l"
or Sdmpl('~.. tu ;, (,'ref !~-
\rcn:ter! (In pre\ iOU< ,ui)m,ttJ
,,, ',;, I': c __ : !'.
'he ,pque'-1ed Q\ ~....
"4 DOCL;ME....T ...?01 CM . C[,[,'~l \.'.": :",,: OF 1"[ CO' :,V' " ,. (< ,-,,;,. C~",
cc..,,'~cCTIO' "4''''CE\I['; EOilIO' . IL'E '980) [OPiO' . ~'1' . : ~Qf~ . ;r'[
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A201CM - 1980 10
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4.12.1 ~o portion oi [he \\ork reqUiring submission of a
Shvp 0'.1\\ In" Product Data Or Solmple shall be com-
menced unt,: the <ubm,llal has been approved b\ the
Arrh,:elf a, p',)\ Ided In Subparagraph 2.3.18. .~II such
p(lrtll.'n, of the Work shall be 10 accordance \\Ith ap-
pr,)\ ec ,ubmillals
4.13 USE OF SITE
4.13.1 lhe Contractor shall confine operations at the site
to areas permllled b.., law, ordinances, permits and the
Contract Documents, and shall not unreasonably encum-
ber the site \\lth anv materials or equipment
4.13.2 The Contractor shall coordinate all of the Contrac-
tor's operations \\ Ith, and secure approval from, the Con-
struction Manager before u<ing any portion of the site.
4.14 CUTTING AND PATCHING OF WORK
4.14.1 The Contractor shall be re,ponsible for all culling.
Ilttlng or patching that m.1\ he required to complete the
\\IHI.. or to make ," ,e\eral part, III togelher properlv.
4.14.2 The Contr,J(tor ,h.111 not damage or endanger any
portlll:1 oi the \\orl.. or the \"HI.. oi the Owner or am
<ep.l~ate contractor,. b\ cultlne: p.1tchlng or othemlse
altering any v.ork, or b\ e"a\at:on. The Contractor ,hall
not cut or otherWise alter the \\ ark of the 0\\ ner or any
,E'p.~ro1te contractor E'xcept with the written con,ent of the
Owner and of such separ.1te contractor. ThE' Contractor
<hall not unreJ,onabl, Withhold trom the Ov.ner or anv
separate contractl1r cnn,ent to culling or otherwise alter-
Ing the'Work.
4.15 ClEANI"G UP
4.15.1 The Contractor shall at all times keep the prE'mises
iree irom accumulation of \\Jste materials or rubbl"h
caused b, thE' Contractor's operations, At the complelion
of the \Vork the Contractor shall remo\e all the Contrac-
tor's wa<te materials and rubbish from and .1bout the
Project as well a, all the Conti actor's tools, comtruction
equlp:nent machine" and "urplus materials
4.15.2 Ii the Contractor fail, to clean up at the comple-
t.on Ilf the \\ "rl.. the 0\\ ner ma\ do ,0 as pro\ ,ded In
Para~raph 3.4 and the IOq thereor ,hall be charged to the
Contractor,
4.16 COMMUNICATIONS
4.16.1 The Cor-:tractor <hall fOf\\ard all communlcatlon<
to tl'E' O\\ner "nd the Architect through the Conqructlon
.\~a nage'
4.17 ROYALTIES A'" 0 PATENTS
4.17.1 The Contractor "hall pa\ all ro~altle, and licensE'
tel". shall defend all suits or claims for rnirlngement of
.1'1\ patent right" and shall sa\e the O\\ner and the Con-
-t'u(llon ,'\and<;er h.:'rnless hum 10" on account thereoi.
~...cept that the' 0,,, ')E'r or the Con,tructlOn\\anager a,
the case mav be ,hall be re"ponsible for all such loss
,'. h('n a par[l~ular dE',':n. proct'" nr the product of a pa~-
('lul.lr mJnulJcturer ur manUfacturer, I, ,elecr('d by such
person or <uc" per,on', agent It th Contractor. or the
(n')"'.,ct,on \1.1n3~'" J< the ('1'l' rna\ be ha, rea"e", to
he' ,r>" e :ha: tht ce. ~~, proce" ," prl'c1uct ,e:ected I' an
Infr,n~ement Cot a pJtent that rJ"" ,hall be re>pon",ble
f,'r <uch lo<s unlt'<< "uch ,nformatinn " p-,'mptl\ gl\en to
tre uthers and al"o to the -\'chdE'ct
4.18 INDEMNIFICATION
4.18.1 To the fullest extent permltleu b', 1.1...., the Con-
tractor shall indemnl;Y and hold harmless the Owner, the
Architect. the Construction Manager, and their agents and
employees from and against all claims, damages, losses
and e'<pen,es, Including but not limited 10. allorne\s'
lees arrsing out of or resultrng irom the perlormance of
the Work, provided that any such claim, damage, loss or
expense (1) is atlnbutable to bodily IOIU1\, SICkness, dis-
ease or death, or to injury to or deslructlon oi tangible
properly (other than Ihe Work Itself) including the loss of
use resulting therefrom, and (2) IS caused In ....hole or in
part by any negligent act or omission oi the Contractor,
any Subcontractor, anyone directly or mdlrectly employed
by any of them or anyone for \\ ho<e acts any of them
may be liable, regardless of whether or not it is caused
In part bv a party Indemnified hereur.der. Such obligation
<hall not be construed to negate, .lbfld~e or otherwise
reduce any other nght or obligation of Indemnity \\hich
\\ ould othem Ise e'<lq as to any part\ or person descnhed
In thiS P,Hagraflh oJ.18.
4.18.2 In any and al' claims agaln,t the O\\ner, the Archi-
tect, the Conqructl"n ,\1anager or an~ 01 theif agenls or
employees by any employee of the Contractor, an\' Sub-
contractor, anyone direct/v or Indirect" en~p!()\ed by any
0; them or an\'one ior v. hose acts any of them may be
liable, the indemn,fication obligation under thiS Para-
graph 4,18 shall not be limited in .10\ \\.1\ b\ aO\ limita-
tion on the amount or type of damages, compensation or
benei,ts pa\ab:e b\ or for the Cont'JeL'r or am' Sub-
contractor under \\orkers' or \\orkmen's compensation
acts, di,abd,l\ beneilt acts or other emplo\ee beneiit acts.
4.18.3 The obligations of the Contractor under this Para-
~raph 4,18 shall not extend to the liability oi the Architect
or the Construclion ,\1anager. IheH agents or employees,
arl"ng out of (11 the preparalion or approval of maps,
drawings, opinions. reports, surveys, Change Orders, de-
'Igns or specifiCation,. or 12) the g,\tn~ of or the failure tn
gi\e direction, or In<lruction, bv the Architect or the
Construction "~anager. their agent, or emplO\ ee,. pro-
Vided such gi\lng or fadure to ~i\e I< thl:' p'im.1f\ cause
of the injurv or damage.
ARTiClE 5
SUBCONTRACTORS
5.1 OEFIN 1TI0"
5.1.1 A SubcontrJ(1or IS a per~on or l'ntil\ \\ho has a
direct contrJct \\Ith the Contractor to periorm anv of the
\Vorl.. at the site. The term Suhconlractor means a Sub-
contractor or a Subcontractor" aUlhorlzed 'epresentatl\e,
The term c;ubcont',lCIO~ doe' no: ,,,elude anv separate
contractor or .10\ ~epJ'ate contractor, ,ubcontr.1ctors.
5,1.2 A ~ub-,ubcont'.:<!0r i, a per<,," or e'lt:t~ \\ho has
,i (kect or Indirect (",-:rdct \\ith .1 S\.;hl,'r.:'.1ctor to per-
',Hm .1m of the \\o'k, .lIthe 'Ite T'-c- ','er' Sub.,c:')(t>r-
Ir.lelnr meJn, ,1 ~0".,~hcon:'cll<)f ,',' .In Julhof:zeo ,ep.
'<,,('nI.11,\E' thereof
5.2 A\\AROS Of SL BCO.....TR 1.CTS A"'" 0 OTHER
CO..... TRACTS FOR PORTIO.....S OF THE \\ ORK
5.2.1 Lnle" othf",,,,.e requ 'ed b, the Contract Doru.
11 A201/CM - 1980
"IA DOCl\.\['T ~~o, c\.\. C['.,"-': l" ",; -"l co....;;....-- f(' """;;,(1,0'"
CO....<T'-C110.... ,\\~.....,C['\E'-T EDITIO' . ;,...~ .9BV LJITIO,.... . .."...s . :0 ,9&oJ . THE
"\l~';;:" \'\, ......"TIT\.. T[ l.)f -\RCliir[(1~ l....Jj 'l\\ '10R~ A\f., ~ '" \\ -\"'~1!'(,TI.I' ~l (' .:'(()()tl
ments or the Bidding Documents, the Contr~ctor. as soon
as practiable ~fter the ,w,rd ot t~ Coc:'t,r.ct, sh.1I fur"
nish to the Construction M&nater In wnbng for review
by the Owner, the Architect and the Construction Mln-
~ger, the names of the persons or entities (includ~ng those
who are to furnish materials or equipment fabncated to
, speCial design) proposed jor each of the principal por-
tions of the Work. The Construction Manager will
promptly reply to the Contractor in writing stating
whether or not the Owner, the Architect or the Con-
struction Manager, after due investigation, has reasonable
objection to ,ny such proposed person or entity. hllure
of the Construction Manaser to reply promptly shall con-
stitute notice of no reasonable objection,
5.2.2 The Contractor shall not contract with any such
proposed person or entity to whom the Owner, the Ar-
chitect or the Construction Manager has made reasonable
objection under the provisions of Subparagraph 5,2,1, The
Contractor shall not be required to contract With anyone
to whom the Contractor has a reasonable objection.
5.2.3 If the Owner, the Architect or the Construction
Manager has reasonable objection to any such proposed
person or entity, the Contractor shall submit a substitute
to whom the Owner, the Architect and the Construction
Manager have no reasonable objection, and the Contract
Sum shall be increased or decreased by the difference In
cost occasioned by such substitution and an appropriate
Change Order shall be issued; however, no increase in
the Contract Sum shall be allowed for any such substitu-
tion unless the Contractor has acted promptly and re-
sponsively in submitting names as required by Subpara-
graph 5,2.1.
5.2.4 The Contractor shall make no substitution for anv
Subcontractor, person or entity previously selected if the
Owner, the Architect or the Construction Manager ma\..es
reasonable objection to such substitution.
5.3 SUBCONTRACTUAL RElATIONS
5.3.1 By an apprl1priate agreement, w rilten where legallv
required for \alidltv, the Contractor shall require each
Subcontractor, to .th~ extent of the Wor\.. to be periormed
by the Subcontractor, to be bound'to the Contractor b~
the terms oj the Contract Documents, and to assume to-
ward the Contractor all the obligatiOns and responsibili-
ties \\ hich the Contractor, b\ these Documents, a<sumes
to\\ ,Hd the Owner, the Archilect and the Construct,on
Manager. Said agreement shall preser. e and protect the
rights of the Owner, the Architect and the Comt~.Jctlun
Manager under the Contract Documents \, Ith re-rect to
the Work to be performed b\ the Subcontractor <0 that
the subcontracting thereof will not prejudice such right",
and shall allow to the Subcontractor, unless specificallv
provided otherwise In the Contractor-Subcontractor
Agreement, the benefit of all rights. remedies and redre~s
against the Contractor that the Contractor, bv these Docu-
ments. has against the Owner, '''''here appropriate, the
Contractor shall require each Subcontractor to enter into
similar agreements with their Sub-subcontractors, The
Contractor shall mal..e available tel each proposed Sub-
contractor, prior to the execution of the Subcontract,
COpit:'< of th(, (on!'Jct Docvr' ~', II' \\h'ch tht:' S:urcc-.
tract, " w III be hou'ld bl thl" f\HJgraph 5 3 and Idc~1."
te the S:uhcontractnr any terms and conditions of the pro-
posed Subcontflct which may be .t vlfiance with the
Contract Documents. bch Subcontractor shall similarly
make copIes of such Documents .vailable eo their Su~_
subcontractors.
ARTICLE 6
WORK IV OWNER OR BY
SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERfORM WOIJ( AND TO
AWARD SEP ARA TE CONTRACTS
6.1.1 The Owner reserves the right to perform work re-
lated to the Project with the Owner's own forces, and to
award separate contracts in connection with other por"
tions of the Project or other work on the site under these
or similar Conditions of the Contract. If the Contractor
claims that delay, damage or additional cost is involved
because of such action by the Owner, the Contractor shall
make such claim as provided elsewhere in the Contract
Documents,
6.1.2 When separate contracts are awarded for different
portions of the Project or other work on the site, the term
Contractor tn the Contract Documents in each case shal:
mean the Contractor who executes each separate Owner-
Contractor Agreement.
6.1.3 The Owner will provide for the coordlOalion of the
work of the Owner's own forces and of each separate
contraclor with the Work of the Contractor, who shall
cooperate there"ith as prOVided 10 Paragraph 6,2.
6.2 MUTUAL RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner, the Con-
struction Manager and separate contractors reasonabl'
opportunity for the introduction and storage of thel r ma
terials and equlpmen! and the execution of their work
and shall connect and coordinate the Work with theirs
as required by the Contract Documents.
6.2.2 If any part of the Contractor's \\'ork depends for
proper e\ecutlon or result~ upon the work of the Owner
or am separale contractor, the Contractor shall, prior te
proceeding With the Work, promptl~ report to the Con-
,tructlon ,\1anager any apparent discrepancies or defect~
in such other work that rendrr It unsuitable for such
proper execution and re~ults. Fadure Ot the Contractor "c
to report shall conqltute an acceptance of the Owner;
or "eparale contrclctors I\ork as ilt Jnd proper to recei\e
the \\(lrk. except .1" to defects which mal ~ubsequent1.
become apparent tn such work by others
6.2.3 Am costs cau-ed bv defecti\e or ,II-timed \\or~
shall be borne b\ the part\ re~ponsible thereior,
6.2.4 Should the Contractor wrongfull\ cause damage to
the \\ ork or propert) of the 01\ ner, or to othe' \\ ork Or
f'rupC"1 on the site the Contractor ,h.1l: Dro~ptly rer-'.
edy such damage .1< 2rD\lded In SubpJ'.1~raph 10_2.5.
6.2.5 Should the Contractor wrongfull~ delay or cause
damage tl' i he \\ 0 rl or property of an\' sepa rate contrac-
tor, the Cont'actor "hail upon due noUe promptlv at.
tempt to settle \\ Ith ~uch other contractor by agreement
or other.\'ise to resol\e the d"2ute I' 'uch separate (01'"
lr.)cL-,r "UC.. (# ::1 : ,-~'c.:.. ::~ J~~ ..~~. .-).... ~.
-;.: ..1'=":: ,-.. -.
the O\\ner on account 0' .10\ C"!,]I C' c:!.;n"'2C' .; :e"ed t~
ha\e !"'-"1 caused bv ,he C('~,'a(to' t"f O\\ner sha'
AI" DOCUl,\E...T ...201 Cl,\' Cf'-E"'. (,),-[1I;0" Of ,11E C0';,'L; fOR co,,-,'>.('110"-
CO",1R~CTIO' ~\A,"'AGE",['-1 ([;;110'" . JUSE '980 ED1110'" . ^L...3 . <i:: 1980 . TH(
^'1[~.::::'~"'" !"~SlITlll (If a,[;'( H:iEC" ~-)) ....l\\ 'tr~Rl>.. A...\ [ ..... '." ,. .,.. "(..:c.", Q C >'il.I'
AlO' CM- 1980 12
notl" the Contractor who sh.II defend such proceedings
.1 Ihe O""ner'~ e"'pense, and if any judgment or award
..gamst the 0\\ ner arrses therefrom, Ihe Contractor shall
payor satisfy It and sholll reimburse the 0\\ ner for all
allorre\s fees olnd court or arbltroltlon coq, \\hlch the
0" nt" has incurred
6.3 OWNER'S RIGHT TO CLEAN UP
6.3.1 If a dispute arises between the Contractor and
separate contractors as to their responsibility for cleaning
up as required by Paragraph 4.15, the Owner may clean
up and charge the coq thereof to the contractors respon-
sIble therefor a' the Construction Manager shall deter-
mine to be JUst.
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 GOVERNING LAW
7.1.1 The Contract shall be bll\ erned b\ the law of the
plJce \\ here the ProJect IS IOL1ted
7.2 SUCCESSORS A'" 0 ASSIGNS
7.2.1 The Owner and the Contractor. respect"el~. bmd
tnemselve" their partner" successors, assigns Jnd legal
representatl\ es to the other partv hereto and to the part-
ners, successors. a~slgns Jnd legal representoltlves of such
other party with respect to all covenants, agreements and
oblll::,lliOns contained 10 the Contract Document,. Neither
PJrt~ tll the Contract shall .bSlgn the Contract or ,ublet It
ol~ a whole \"thout the wrrllen consent of the other.
7.3 WRITTEfI" :-.IOTlCE
i.3.1 \\rltten notice shall be deemed to have been dulv
served Ii delivered 10 person to the IOdlvidual or mem-
ber of the firm or entltv or to an officer of the corpora-
tIOn for whc1m II \\as Intended, or If delivered Jt or sent
b\ reg..,tered or certilled mad to the last buslOes< JrJdre<,
I..nown to the part\ gl\ Ing the notice.
i.4 ClAI\\S fOR DAMAGES
i.4.1 Should eilher pJrty to the Contract sufTer inJur\ or
d,lmage to person or proper!\ becau<e of In) Jct or omis-
Sion (~, the other parl\ or of In\' oi the other party's
emplO\ ee, agenlS or other> for \\ hose1ct:' such parl\ is
legall\ liable clJlm ,hall be made In w rlllOS to such
<!ther part\ w :" n a reasonable time .liter the ilr<l ob<er\-
.lnce of such In)Ur\ or damage
7.5 PERFORMANCE BOND AND LABOR AND
\\ATERIAl PAYMENT BOND
i.S.l The O.\ner shall h,~\e the right to ree. "1' the
Contractor to rvnlsh bond, co\erlng the iJilh'~ ~,:,'form-
ance of :'e (o:-,tract and the payment of all OG. t:a:lor.,
arisin", thereunder if Jnd .1< required in the Bide ~g Doc-
urr{'-', (,' the Cont~act DOCument<
7.6 RIGHTS A"'D Rf\\EDIES
;-,6.1 T' C c.J' (:' a~~ "0/'2.11",,,,, '':lpo''cci b, :~e Con-
:'ae: :l"CU~Ct:~:', .,~ -- ''c,.' ''.~:'I' ,;nd remed:e, ".j 'Jble
t"("c~, .der ,hall be In acdrlon to Jnd not J Ilm'tallon oi
an\ duties. obl!catl0rh -2ht< and remedle, nt"E-'.\ H' .In-
!,c"pc 0r J\Jllab:c b\ la\\
1.6.2 No action or f.,lure 10 aCl b, the O\\ner, the Ar-
chitect, the Conslrucllon Mandger or the Contractor shall
conslltute a waiver 0; any nght or duly afforded any of
them under the Contract, nor sh,)1I any such .ction or
tailure to act con,tltLJte Jn approvll of or acquIescence rn
any breach thereunder e\Cept u may be specifically
a~reed in wfltrng.
7.7 TESTS
7.7.1 If the ContraCl Documents, Jaws, ordinances, rules,
regulation, or orders of any public authortty having Juris-
diction reqUire dny portion 0; the Work to be inspected,
tested or approved, the Contractor shall gl\'e the Architect
and the Construction Manager timely notice of Its readi-
ness so the Architect and the Construction Mdnager may
observe such inspection, testing or approval. The Con-
lr,,,tor shall bear all costs oi such inspections, tests or
Jppro\olls conducted by public authorities. Unless other-
wise prOVided, the Owner shall bear all costs 0; other in-
'pections, tests or approvals.
7.7.2 If the Architect or the Construction ,\\anager deter-
mines that any \Vori. reqUires ~peclal IO,peclion, testing
or approval \\hlch Subparagraph ;-:-.1 does not Include,
the Construction ,"1anJger \\ Ill, upon \\ rlllen authoriza-
tion trom the Owner, IOstruct the Contractor to order
'uch ~peclal inspection, testing or approvdl, and the Con-
tractor shall give notice as pro\' Ided rn Subparagraph
;-.:-.1. Ii such speCial rnspectlon or testing re\ eals J failure
oi the Worl.. to comply wllh the reqUirements oi the Con-
tract Documents, the Contractor shall bear all costs
thereof, Including compensation lor the Architect's and
the Construction ,...1anager's additional semces made nec-
essary by ~uch failure. othem Ise the Ow ner shall bear
~uch costs, and an appropflate Change O,der shall be
I<;<;ued.
i.7.3 Required certliicates 01 inspec!lon testing or ap-
pro', .11 shall be secured by the Contractor and the Con-
tractor sh,lll prompth deli\'er them to the Conqruction
\\anag('r lor trJnsmlt:JI to the Architect. .
7.7.4 If the Architect or the (onstructiont.,,1anager wishes
to observe the inspections. le<ls or appro\Jb reqUired b,
the Contract Document; the\ will do so promptlv and.
where prJctlcable. at the source of ,uppl\
i.8 INTEREST
i,8.1 PJ\ments due and unpJld under tht' ContraCI Doc-
ument, shall bear interest jrom the date rJ\ mer.: IS due
at such rate as the parties ma\ agree up, '1 In \\ rltlng or.
In the absence thereof, at the le!\.l1 rate ~ 'e\JllJn~ at the
place of the Project.
i.9 ARBITRATION
7.9.1 All c1Jlms. d',putec Jnd other malter, ,n o-.;'>llon
b('t\\een the Contractor and the O\\ner arl'ir~ r._' c,i or
relattng to the Cont'ac: Document, or the breach :hereoi.
e\cept as provided In SUbp.HJgraph ~ \14 \\ltn respect
to the Architect's decl<lons un mJtter, relating to arti;;tlC
eftect Jnd e...cept for claim' \\ hich h,l\ e l'leen' \\ .,:', cd b\
the maklOg or aCCe::'3nCe 0' 1,".11 pJ\meC1! .,. ;:'o\ldee
b\ '\Jhr'.1rJ~~~l;>~:- w .~ j t~,., ~":') (l (J I ......,. ',> \ c "'~.11l be
"t" '~er. b\ J~b'UJl ~ a(Cll~d.l'l((' \\ :.. :he C -,:'uc-
tlon Inductr\ Arbll'a: .'n RUle' III :he -\merlcan -\'bitra-
lion -\,<ocIJt:on then l,btJlnlrL: unle,< Ihe> ;:Jrt:e' - ..'uall\
13 A201/CM - 1980
~I~ DOCUMENT 4201 Ct,4. U'ER~~ u"..~.' .... Uf -~, l\""~(;' . (,',.'. ().(,..,
CC'STRUCTIO, \'~'~GE\\E"'T (DITIO... . ;,; 't 198(' EClIT:O... . "'.... . ::;: 1980 . THE
"'.ERlr^'I....~:,;~.[{)f....RcHla(1~ ~-~-,'E\\"OR.. .\.E ,,\\ \\\...., v,':'...... ""'!c :<('Ili
.gr~~ otherwise. No .rbltr.ltaon .,isinl out ot or relating
10 th~ Contract Docum~nls s~1I include. by consolIda-
tIon, joinder or in .lny olh~r manne'. the Arch.tect. the
Construction Manager, their emplo'fees or consultants
~xcept by wrdten consent contdlnlng .I ~peclilc reierence
to Ihe Ow nt".Contractor Agreemenl and 'Igned by the
Architect, the Construction Manager, th(' Owner, Ihe
Contractor dnd .In.. other per~on sought to be JOined, No
Mbitrdtlon shdll Include by consolidation. JOinder or in
an'f other manner. pdrtles other than the Owner, the
Cr>ntractor and dny other persons ~ubqantially involved
In a common que~llon of fact or la\\. \\ hose presence is
reqUired if complete relief is to be accorded in the arbi-
tratIon. No person other than the Owner or the Contrac-
tor shall be included as an ongrnal thtrd party or addi-
tional third party 10 an arbitration whose interest or re-
sponsibility IS insubstantial. Any consent to arbitration
Involving an additional person or persons Shdll not con-
stitute consent to arbitration oi any dispute not desCflbed
therein or With dny per~on not named or described
therein. The ioregolng ag.reement to arbitrate and any
other agreement to arbitrate With an additional person or
persons duly consented to b\ the parties to the. Owner-
Contrdctor A~reement shall he speciilcall'f entoreeable
under the pre\aillng arbitration law The a\\ard rendered
bv the arbitrdtors shall he ilnal and judgment may be en-
tered upon It in accordance With applicable law in any
court having Jurisdiction thereof
7.9.2 Notice oi the dem.lnd ior arbllratlon <ha!: be ftled
in writing With the other party to the O....ner-Contractor
~greement and with the American Arbitration ASSOCia-
tion, and a copy shall be filed With the Architect and the
Construction Manager The demand for arbitration shall
be made Within the time limit" ~pecifled In Subparagrdph
2315 where applicable. and In all other cates Within a
reasonable time dfler the claim dl"pute or olher matter
In question has artsen and in no e\enl shall It be made
,lfter Ihe dale \\ hen In,ttlull0n of legal or equitable pro-
l('edln~s based r, such cl.l,m dl,pute l" oth>, ~,.)!ter In
que,tlon would be barred b\ th(' applleab'e ':.l'ute 01
II m 1:.1 t lon-
7.9.3 Unles, oth('m 1,(' as.:'('cd In w riling th(' Con',aelor
,hall carry on th(' \\'or~ and mJlntaln Its progre,' l~urln~
am arbilr:d,on r,,),('('d,nc, ,lnd the Owner shall con-
tinue 10 ma~e flJ\m('nl' ll' p-e ((",Iraclor '" ~eeord,lnee
\\ Ilh Ih(' (nnl',l(1 Do(umpn:,
ARTiClE 8
TIME
8.1 DEFI'ITIO"'S
8.1.1 Unlet< otherwis(' pro\lded. the Contrac: T,me is
Ihe period at time allotted in :he Contract Doeu~fnts for
5ub~tantlal Comple!lon 01 the \\'or~ a' defined ,n Sub-
pJrJgraph 8.1.3, Ir"iud ng authorized ad,u,tment-; thereiO
8.1.2 The date of commencement of the \\cri.. i~ the
eLll(> e-IJbl,<hedn a notice te' proce('d. Ii there IS no no-
tice III proceed II shall be ,.;cr ~)Iher date as mav be
('<lJbl"hed In the O\\ner-Co~lractnr -\gre('ment or el"e-
...here ,n the ("~'r.,(t Ooeur'cnt-
B.l.3 The Q,:'... 1: Suh-:.-:'~' _ (I.Hr:'j ( . :-.= \\,'~
or dc."..:n;;'fc j- ",on If-.e'f" Ihe Dale (clllled b.. I~.c
-\rchltect \\ hc~ l\.)n",!rucflor. .;. Sul1lClentlv comp:t?!c !""\
accordanc~ with th~ ContrKt Documents. SO that the
O....ner or ~ep.r.t~ contrKtors c.n occupy Of utilize the
Work or . d~~lgnated portion 1tteret'f Ibr the u~e ,-
~hlch It IS intended.
'.1.4 The D.te oi Subst.nJial Comp:c:lon oi the Prolt"('
or deSignated portion thereol I' the D.,'e eertllled b\ I",
,".rchltecl when comtructlon 1< 'ull el..'I". complete so
the 0\\ ner can oecup\ or utlJ,,'C the P', eCI or de'l~nate::
portion thereot ior the u~e lor \.. hleh ,: \\.1' tntended.
8.1.S The term day a~ used 10 the Contract Documen:<
shall mean calendar da\ unit>" 'Ill. . call\ de'l~nated
othef\\lise.
8.2 PROGRESS AND COMPLETION
8.2.1 All time Itmits stated tn the Contract Documer.::
are oi lhe essence of the Contract
8.2.2 The Contractor ,hall be!:," the \\'ork on the date
of commencement JS deilned In Subpa'agraph 8,1,2, The
Contractor shall carry Ihe \\'or~ iOf\\ard expeditiout;\
With adequate force, and shall achle\!? Sub,tantial Cor--
pletion oi the Work Within the (clnlrolC! Time.
8.3 DElAYS AND EXTENSIONS OF TIME
8.3.1 It the Contractor I, dc' "\ed J: am time tn 1"0::'
prugre" or the \Vork bv any .lei or ne~eet 0: the O\'\ne'
the Architect, the Construction "anage~ Jnv of their er:"!-
ployees, any teparate contractor emplo\ed by the Owner
or b\ ch,lnges ordered In till' \\ "r~ ~.':-(H dispute,. i,-e
unu,u..1 del,l\ In tran~portatll'~ .l(he~,e \\eather conc.-
tlOns not reasonablv anticipatable. una\oldable casuahit""
am eau~es be\ond [he ContrJetur, cc,":'oi. dela) aulh, '.
Iled by the Owner pending arbltrJtion or by an) OIl-e'
cause.... hl(h the Construction \\ana!:er determine, IT;
lustii\ the del,1\'. then the C(,n:r,]ct Time shall be e,
tended b\ Ch,)nge Order tor 'l'l" re,l<"'1Jble time ;I" t"..
Con"lructlon ,\1anager ma\ dele'mlne
8.3.2 Am' ela:m for l'~tenslon (,I 11:l~, '''.1!' be m,lde .
\\1II,r:;: to the Con"rue: ~'n ",lnJ;::'" nl' more tr~-
!\\enl\ dol\' alter the lommenl('f'1en: {' 1'l(' dela\: ot"f',
\\I'e It shall b(' \\al\ed. In the lJ-e , ' : (1!:,:,nUlng de c
onl\ one claim is nece"san p-, C,': '. :,.r ,hall prO\' ,:':
.W (',t:m.lte oi the prob.1ble e!lee: ,,' '.iCn d('I,l\ on :-.
pro!-,re" of the Work
8.3.3 I' no ,l~rccm('r:: I; m,let' ,tal;n.; the d,lll" u!=' -
\\ hlch 1r"lcrprrtJtlon< 01' D'O\ Icled " '. '-fl)"'l:'apl1 :' ' -.
,hJII be iurnlshed then n" ( :, m ' . Cl',.n sh,lll --:
,1110\\ed on aeef)unl O' j,l,lu', . :,::~ ,P ,~:(;~ :ntupre
Ilun- until id\e('n d,l\ - JII{" \.. ". ~ '. .."',, m.ldt,
thcn' ,1nd not lh('n unle'" SllCh, ~-.. .('.~,(tnJble.
8.3.4 If-" p,)~.,~rarh 8.3 doc, -' (,\ ..~" :hc r('c( ,l'
oj d,)m,l~e< ;er delJ\' bv eith('r parl\ L-~~" ('1!0r r'"
,-jon, j ,t ~~-"(' CllrlrJrt [Jncun1("-;'"
ARTlCl E 9
PAYMENTS AND COMPlETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum b <laler. 'n l~e 0,.. ner-Contra:-
tor A.:'(,0men: .,:lei 'ncll!d,r~ .___1"-' -, - "'~ u,tmc'
. ;, l" t < - I ~~ l' :- _: : t":: t; n' '. ~ 1_' ~ t ~
Cuntra(tu' I,,' II-r r"" '-'"ee" ... L;nde' .-..
(ont.:".t [loeucne:l:'
"IA DoCUVtl.....l"~O' Ctwo\. ~J~,f.;:~. _,=-,,['l'~!U'~ '_'I -~~ Cl~"'~\(' fL.t' (0"<~:LC~:..O:
CO'''TRLC~-'', \l,~".~C[,~('T EC~i C','\. . F..'[ .~E: EDll.C", . .A,!,~~ .__C 190:. . _:~::.
"\'~ ~:( ", ','~ ~ .~ iH .\j;"CH~'~(~' ~-;. 'f\\ ) '.~ \ ,'." \\.\(1.,.,(,:('1' D ( - .',
A~,ll ('>1- 1980 1~
...,"1-.,....,..,.':"__.....;.,.:....,"'. ::...~...-......,. ',.,.....;.".--,-".:J.,...
9.2 SCHEDCLE OF VALUfS
9.2.1 Beiore the iirst Application ior Pa) menl lhe Con-
tr~ctor shall submit to the Construction ,\1anager a
schedule of v~lues allocated to the \'arious portions of the
Work. prepared in such form and supported bv such dala
'n 'uhqantiate lIs accuraC\ a- the o\rchitect and the Con-
;,fruct;:)n \\ana~e~ may require This schedule, unless
0niee:ed t., b\ thc Conqructl<ln \1anager or lhe Architect,
)hdll be used onl\ ilS a bJsl< ior the Contractor's Applica-
lions ior Payment
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least iliteen day s beiore the date for each
progre~s payment estabhshed In the 0" ner-Contractor
.4.greemenl. the ConlractlH shall submit to the Construe-
lion ,\1anager an itemlzedo\pphCJtlon ior Payment. notar-
Ized II required. supported b\ such dJta substantiating
the Contractors flghl to pa\ ment as the Owner, the Ar-
ch'lect or the Con,truction \\anager mol\' require, and re-
Ilee tin>.: retJln,lge ,f .In\ J- prO\' Ided else\\' here in the
Contr.lc' Doeumenh. The Con-truction \1JnJger will as-
,emble :hE'-\ppl'c.ltlon \\' il~ -Imilar Jppl,c.Jtions irom
other CWltr.lctor, on the Prr,:el r ,n:u J combIned Project
o\ppllCJ1'On ior PJ\ment Jnd rUl\\ard It with recommen-
dol tIL'n- to the Arc hi tee: \\1 thin se.. en da\'s.
9.3.2 Unless otherwise prO\ ided 10 the Contract Docu-
ments p,1\ments \\ ill be mJde on account oi materials or
equipment not Incorporated 10 the Wor\... bul delivered
and SUitably qored at the -tie and Ii apprO\ed in ad\ance
1')\ the 0\\ ner pa\ ments mol\ similarly be made ior mate-
rlJls or equipment sUltabl\ ~tored at some other loca-
lion :lgreed upon In \\lItlO-: P.l\ ments tor materials or
equipment stored on or on :he ..Ite shall be conditioned
upon submiSSion by the Contractor oi bills oi sale or
such other procedures satisiactol\ to the Owner to estab-
hsh the Owner'~ !ltle 10 such miltenals or equipment or
other\\'"e protect the 0\\ ner's inlerest, tncludlOg applica-
ble 1'1.urJnce and tran',vlrtatlon to the site for those
m.lteru!. .lnd E'qulpme'1t .tnrE'd o;~ Ihe ..ltE'
'9.3.3 Th(' Cc>ntractor \\.H~.Jnh that lJlle to all Work,
'T1aterials and eqUipment COI E'red bl an Applicallon for
Pa\ ment \\ ill pol'S 10 the 0\\ ner either by Incorporation
In the cun-l~uctIO'1 or upon rE'celpt oi p.1\ment b\ the
ConI' ,(tor \\hlche\er occur' i,~-t iree Jnd clE'ar oi all
IIE'n~ cl,lIm' 'E'curil\ interE":- or ('l1cumbr.Jnce'. herE'in-
JilE'r 'ciE'rred to In thl,-\rtlde 9 J~ "hens' and that no
\\'(>~k m.ltE'rlal- or ('quipn~e~t (()Iered bl an Application
ior PJ', ment \\ .il ha\E' b('(.'1 JcqulIE'd b\' the Contractor
or b\ In) other per-on periormln~ \\'or\... at the site or
furnl,h.in~ materials and equipment tor thE' Project. ~ub-
we: tu an a~reE'mE'nt under which an Interest thE'rein or
.1n encumbr,lncE' thE'rE'on I- ~etalnE'd b\ thE' seller or oth-
e'\\ 1-(' .mpo.er] h\ the Contractor or .uch other per,on.
9.4 CERTIFlCA TES FOR PA YMENT
9.4.1 The Arch,tE'ct will. \\Ithin ~elen dJ\- .l!ter the re-
CE'ipl' ' thE' PrO)E'ct Appl,cJ:L'n for PJ\ ment \\Ith the rec-
om me: dation' of the ConstrucJ.1on ....lanagE'r. rE'\ ie\\ thE'
PrO;E'(' \r>r':l3!IOn for P.J\ ment and elll-,cr I<;ue a PrOject
Cf'" "';.' P.J\fT':cnl Ii' :;"c O'.\ner \\Ith .J curl Ic, the
Cr",,-". l,un \Ln,l~er for d:-:rlbutlon to IhE' ContrJctor
lor oL;ch amount, 2' the A~(h,'",: netE'r",:ne, are prop-
E'rl\ d.;e O~ not II :nc Cc)n.'-uC'::~ .\.1anager In \\ rltlnt: of
,.-.. ">'~':":'."'''>~.'''.'r'''''-'''''.,"~I.- "V'...,......,;~ ~~....~_.... . "" _,',c._',_..,...
~"""-"",,,,-,,,,,"'-""''''''-:,''fJ,;'''''' ,-.v;_'~,'~.-,41 ....",..
the rea~on- for withholding ~ Certificale ~s provid~ in
Subpitragraph 9.6,1. Such notiilutron 't\ III be forwarded
to the Contractor by the Construction Manager.
9.4.2 The Issuance of a Project Certliic.lte for Payment
will constitute a representation by the Mchitect to the
0\\ ner that. based on the .o\rch,tE'C: ' ob'er\atlons at the
site as prO\ Ided in Subparagraph 2.3.4 and the data com-
prISing the Project ^ppllcatlon ior Payment, the Work has
progressed 10 the point indicated; that, to the best of the
ArchItect's knowledge, Informallon and belief, the quality
01 the Work is in accordance WIth the Contract Docu-
ments Isubject to an e\aluallon o{ the \\'ork for conform-
ance with the Contract Documents upon Substantial
Completion oi the Work, to the re"ults oi any subsequent
test) reqUired by or performl'd under the Contract Docu-
ments, to minor deviations frum the Contract Documents
correctable prior to completion, and to an) speciiic quali-
ilCJtlons stJted in the Cert,i,cate;; and that the Contrac-
tor" entitled to pJ\ ment in the amount certified. Ho\\-
e\ er h\ Is,uln~ a PrOjeCI Certlllcate lor Po\ ment, the Ar-
chitect ,hall not thereby be deemed to repre'ent that the
Archilect h.l- r'1ade exhaust" e I1r continuous on-site in-
-pee :,on~ to check the quallt~ or qUJntl!\ 01 the Work,
hJS re\ le\\ed the construction meJn- methods tech-
nlque-. 'E'quences or procedures. or ha- made am e\am-
inatlOn to ascertain ho\\ or {or what purpose the Conlrac-
tor h,;h u'ed the monie; pre\ iou-" pJid on account oi the
ContraCI Sum.
9.5 PROGRESS P~YMENTS
9.5.1 Aller the Architect h.1S l)sUE'd J PrOject Cerld'cate
tor Pa\ment, the Owner shall make pa)ment in the man-
ner Jnd within the time pro\ Ided In the Contract Docu-
mE'nts.
9.5.2 The Contractor shall promptly pal each Subcon-
tractor upon receipt oi pa~ ment trom Ihe Owner, out of
thE' Jmount pJld to the Contr.lclor on account of such
Subcontractors Work. the amount to \\h'ch said Subcon-
tractOr" entJtled, reilectmg the perCenlJ;:e actuallv re-
tamed. Ii am irom pavment- 10 Ihe Contractor on ac-
count or ;uch Subcontractor, \\'ork. The Contractor shall,
b\ .In Jpproprlate agreeml'~t \\ Ith eJch Subcontractor,
rE'qulre eJch Subcontractor 1(' m.1~e pa\ment_ to their
~ub"ubcontrJClor, In -Imilar manner.
9,5.3 ThE' Architect ma\', on requc-,t a'1d at the Archi-
tect- d,-cret,on. turnlsh to an\ Subcun:'JCtor. ii prac-
tl(ab:E' IOformatlon rebardlOg th' re'cE'~tages oi com-
f)1E'tlon or the dmount; applied lor bl the Contractor and
the actIOn ta"en thE'reon b\ the' o\rchrtecl on account oi
\\ork done bv such Subcont~Jl:'"
9.5.4 \;E'ither the 0\\ nero the .~' '1::E'ct nor the Conqruc-
tlon \lanager shall halE' am obl'-".l:.on :, ['.1\ or to SE'e to
thE' pa\men: l11 In\ man Ie, tCl ,1m 5~bc.Jntr.\ctor E'XCE'pt
,1~ ma\ olher\\ 1'(' be re<1uired h 1.1\\
Q,5.5 '0 certltlcation of a proIUE''' p".. ~~l''1; In\ prog-
Ie" pal men: or an\' pJ~llal Clr ('n:.'C u'e or occupancv
01 the P'o:E'ct h, Ihe 0" ner _".'.i con,ldute .m accepl-
,lncE' Cd .In\ \\ .~ '1'lt In ,1([('rd,l'1CE' ""In the Contract
f1(lCL;mc-n:'
9,6 PJ,'''H'TS\\ITHHELD
9.6,1 Tnt' .-\rchilE'ct. follolllng consultation \\ Ith thE'
Cnn<!'uc:"m \1Jnal;E'r ma\ GPl. "E' !,', .,:.tlt\ I'J\ment
15 A201/CM -1980
~I" DOCL~[...T "201 C"1' V'" "'. . ,-,..:--, "... ..-~,c- r-R Co,,-". .',
(0,",1I':,CTIO.' ~~""'''C[\'''- ,:"i:..-' . "...E 195<: [0,;10... . AI"'~ . ,;r.,980 . THE
,....[~:c~... I....STITL'Tf Of \~CH,jt(r~ .- ','t,,\ 'O~.. "\f '\." \"~~t-' .....\,rn' f"'I C ~(WYV..J
~nd may withhold the Certlilute in whole or in p~rt to
the extent n~cessary 10 reisonably protect the O....ner, if.
In the Architect's opinion the ArchItect IS un~ble to mike
representations to the Owner as provided in Subpira-
graph 9.42 IT the Architect I~ un.lble to make representa-
tions to the 0\\ ner as pro\ Ided In Subparagraph 9,4,2,
and to certli\ pal ment In the amount oi the Project Ap-
plICation, the Architect Will notify the Construction .'-1an-
.Iger .IS pro\ Ided In Subparagraph 94.'. If the Contractor
and the Architect cannot agree on a revised amount. the
Architect will promptly Issue a ProJect Certlilc.lte ior Pa\-
ment for the amount for which the Architect IS able to
make such representations to the Owner. The Architect
may also decline to certify payment or, because of subse-
quently discovered eVidence or subsequent observations,
the Architect mav nullify the whole or any part oi an\-
Project Certificate for Payment previously issued to such
extent as may be necessary. in the Architect's opinion. to
rrotect the Owner from loss because of:
.1 defective Work not remedied;
.2 third party claims filed or reasonable evidence tn-
dlc.ltlng probable filin~ oi such claims:
.3 failure of the Contractor to make pal ments prop-
erlv to Subcontractors, or for labor, materials or
equipment.
.4 reasonable evidence that the Work cannot be com-
pleted for the unpaid balance of the Contract Sum;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the Work \\ ill not be
completed \\ithin the Contract Time, or
.7 persistent failure to carry out the Work in accord-
ance with the Contract Documents.
9,6.2 When the grounds In Subparagraph 9.6.' above
are removed. payment shall be made for amounts with-
held because of them
9.7 FAilURE OF PAYMENT
9.7.1 If the Comlructlon ....\anager should fail to issue
.-ecommendations Within seven da~ s oi receipt of the
Contraclor',A.ppllcatlon for Payment. or If. through no
fault of the (ortractor, the Architect does not Issue a
Project Certlilca:e for Pa~ment Within seven days after
the Architect's receipt of the PlOlect Application for Pay-
ment. or If the Owner does not pay the Contractor 1\ Ithln
seven days after the date established In the Contract Doc-
uments any amuunt certifIed b\ the Architect or .1\\ arded
by arbitration. then the Contractor may, upon selen addi-
tional days' written notice to the Owner. the Architect
and the Construction Manager. stop the Work until pay-
ment of the amount owing has been received. The Con-
tract Sum shall be Increased bl the amount of the Con-
tractor's reasonable costs of <hut-down delal a'1d start-
up, which shall be effected b\ appropriate Change Order
tn accordance With ParJf"J;Jr. 12.3.
9.8 SUBST ANTlAL COMPLETION
9.8.1 When the Contractor considers that the Work or a
decignated portion thereof "f"ch ;, accept2blr Ie. the
0''0' ntH is ~jjb:-tantia:!v (!-!~.~- "_'C d:- de;:neO :~ ... ....~-,~ara.
graph c 13 the Contractor sf-all prepare for tre Cor,\ruc-
tlon \'.cnagef a list of Items to be completed or cor-
rected The' iailure te, Include any items on 'Jcb liet does
not ~her the responsibility of the Contrictor to complete
.III Wor\.. In accord~nce With the Contract Docu,""'
When the Architect, on the bJ'IS oi Insoection ~nd co.
sultillon With the Construction \\Jraier determines !hit
the Work or deSignated porllon the~eOI IS ~ubstantl.a: .
complete, the Architect \\111 then prep"'e a Certificate 01
Substantial Completion of the \\or\.. "h,ch shall establ,~~
the Date oi Substantial Completion 01 the \,,"ork sh."
state the responSibilities of the Owner and the Contractor
ior secullty, maintenance. heat. utlht,e- damage to the
Work and InSUrinCe, and shall 1111 the l.me within which
the Contractor shall complete the Items listed therelr.
The CertifICate of Substantial ComplellOn of the Woo..
,hall be submitted to the Owner and the Contractor fo'
their written accept.lnce of the re"ponsibdlties assigned to
them rn such Certificate,
9.8.2 Upon Substantial Completion oi the Work or desig-
nated portion thereof. and upon application by the COI'-
tractor and certification by the Architect the Owner sh~'
make payment. reilecting adlu~tment in retarnage. Ii anY
for such Work or portion thereoi dS pro\lded in the Cor-
tract Documents.
9,8.3 'v\'hen the Archilect on the bac., 01 InsphtIOf'-
determines that the Prolect or de-Ign.l:ed portion there:'
IS substantially complete. the Archltec: \\111 then prepa.e
a Certificate of Substantial Completion of the Project
which shall establish the Date 01 Sub<:antial Completic~
oi the Project and i,x the time \\1thin "nlch lhe Contra:-
tor shall complete any uncompleted Items on the Cerlll-
Icate of Sub~tantial Completion or the \\ ork.
9.8.4 Warranties required by the Contract Document~
shall commence on the Date of Substantial Completion I
the Projecl or designated portion thereof unless othe'
wise provided in the Certificate of Substantial Comple-
tion of the Work or designated portion thereof.
9.9 ftNAl COMPLETION AND FINAL PAYMENT
9.9,1 Followrng the Architect's Issuance oi the Certlltca:e
oi Substantial Complelion of the \\ork or deSignated pc--
tion thereof, and the Contractor's completion of tre
Work. the Con:'actor shall fomard to lhe Constructlc~,
Manager a written notice that the \-Vork IS ready for fmal
Inspection and acceptance, and ,hali J',o iOf\\~rd to tf-~
ConstruCllOn .\1anage' a i,nill Application for Paymef"
L'pan receipt, the COn~lrucllOn \\a~ :.er \\ ill make ti!:
neCl'ssary evaluations and fom ard recommendations te
the Architect "ho wrll prompt\ m2,e 'uch IO<pectlc.
When the Architect finds the \\ or... acceptable unc~'
the Contract Jocuments and the Contract full" pe"
formed, the A-chltect Will ISsue a Pro:ect CertifICate ::'
Payment which will approve the fmal pavment due 1--:
Conlractor Th, approlal wrll c,)nstll~le a repre~entatlc-
that, to the be,t of theA.rchilec:'s ho..\ledge, inforrr.c-
lion and belief. and on the ba<l< of ob~ervatlons and 10-
spections, the Work ha' been comp'e~ed in accordance
I\ith the Terms and Condltlon< of t'ce Contract Doc...-
ments and tr.at the entlle balance fo,,"d to be due t"e
Contractor and noted in said CertJilca:e IS due and r".-
able The Archllect's approlal of said Project Certiflc2'~
iev Pc', rreel\ \\ :': lon",lute a lu,:he" ".::,'e-,'e1IJI,(''1 '-,'
t[,e C(indilIOn~ precedent to the Cont'Jctors belnf: f-.
titled to flOal pavment a' 'et forth tn C;~bpJ'ilgraph 9 c
h'.c been iulfiied
AlA ooeL"-IE~l A201'C"-I . C['-,[-'. CCo'-,OI:'U"'S Co' '~[ Cu...H~CT fOl': CO":RLCTICO...
CO...STRLCTIO... M"...ACE"EST 1:>';0... . J~...E 1~O: WITIO, . Al"~ . 'l: 1980 . lHf
""ERIC~., 1',S1ITL T[ OF ARCHllE(1S 1-" 'l\\ \(11':. ~IE .... \\ \\"SHI'GTO'. 0 C ;'fX'(-
A201lCM -1980 16
.".
9.9.2 '-either the final r;J\ ment nor Ihe rem.ining retain-
age shall be~ome due until the Contractor submits to the
Archtlect. through the Conqructlon Mdnager, !lj an affi-
davit that all payrolls, bills ior materials and equipment,
and other mdebtedne~< connected with the Work for
\\ hie h the 0\\ reo or the 0\\ ner's property might in any
way be respon"b'e. have been paid or otherwise satis-
fied. !:!I con,ent of surety, If any, to final payment, and
(31 Ii required b\ the Owner, other data establishing pay-
ment or satisfaction of all ..uch obligations, such as re-
ceipts, releases and waivers of liens arising out of the
Contract. to the extent and in such form as may be desig-
nated bv lhe 0\\ ner. Ii .lny Subcontractor refuses to fur-
nish a release or waiver required by the Owner. the Con-
tractor mav furnish a bond ~atisiactory to the O\\ner to
indemnlfvthe 0\\ ner against anv such lien. If any such
lien remains unsatisfied after all payments are made, the
Contractor <hall reiund to lhe 0\\ ner all monies that the
laller ma\ be compelled to pav :n discharging such lien.
Includmg all to':, and rea<onable Jttorneys' fees.
9.9.3 II atler 5~o,t<lntl.ll Completion oi the Work. final
completion thereof IS mJterlall\ delJ\ed through no fJult
oi the Contractor or bv the Is,uance of Change Orders
JMectlng fmal cumpletlun. Jnd the Construction MJnager
so confirms, the Owner shall, upon alJillication by the
Contractor and ce'llilcatlon by the Architect and \\Ithout
terminatmg the Contract. mJke pJ\ ment of the balance
due for th.lt portion of the Work iully completed and
accepted If the rem.llning bal,lnce ior Work not iullv
completed ". c'rected is less than the retalnage StipU-
lated In the (on:,act Documents, .lOd Ii bonds have been
furnished as prOVIded In PJ,.lgraph 7'.5. the \\'rltten con-
sent of the surel\ to the pa\ ment of the balance due for
that portion oi the \\'ork fullv completed and accepted
~hall be submitted b\ the ContrJctor to the Construction
.\1Jn,)~er prior: (e.tlll( atli In oi such payment Such pa\.
ment <hall be made under the Terms and Conditions gov-
ernm~ fin." pa\ menl, excepl th,ll It <hail nol con<lltule a
\\,II\er n! cla:m< .
9.9.4 The mak,rg of imal pavment <hall. Jfte' the Date
of Substant;al Completion of the Project, constilu:e a
waiver or ,)11 cl" "r'. h\ the 0\\ ner except those arising
irom
.1 un,ettled I:en,
.2 iaullv or defeCII\e \Vork appearing aiter Sub'lan.
Ilal Completion of the Work.
.3 iailure of the Work to comply with the reqUire-
ments of the ContrJct Documents, or
.4 terms of In\ speCial \\arrJntle< reqUired by the
Contract Docun'ent"
9.9.5 1he acce;:'.'nce ul tin a I pa~ment ~~ai~ aflE" the
Ua:e of Subslant 21 Completion of the ProJect. con,t.:"te
a waiver of all cialms by the Contractor except those
pr"\IOc;;!, made" \\ritlOg and Identified by the Contrac-
tor d, .In,elliec' the time of ' , 'nal Application for
Pa\ 'TIent
9,9.6 -\11 prO\i<,on' ut :"" .-\C'cl"TH'nt Inclwd:ng \\ Ir-
, ~.~' . , n :~'~"C e,tabl"hng (.bllgatlun< and prc,ce-
du'e,. ,hJ:i rema n In lull fC,'Cl' .,nd eMect nOl\\Ith;tand-
.. tre makln\; or acceplance 01 fmal pJ\ men: p' .'C to
l' [.":.. III Sub.:.'-' al C,'mp'l't.on oi the Pro,ect.
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Conlractor shall be responSible for IOltlatlng,
maintaining and supef"\lsmg all saiet\ precautions and
programs In connecllon with the Work.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take all rea'unable precau-
tions for the safety of. and shall provide all reasonable
protection to prevent damage, injury or loss to:
.1 all employees on the Work and all olher persons
who may be affected thereby;
.2 all the Work and all materials and equipment to
be incorporated therein. whelher in storage on or
011 the site. under the care. custcdy or control of
Ihe Contractor or any of the ContrJctor's Subcon-
trJctor~ or Sub-subcontractors;
.3 other property at the site or adjacent thereto, in-
cluding tree", shrub;. IJ\\ ns, \\ alk~. pJ\ ements,
roadways. structures and utilities not deSignated
ior remo\'aL relocation or replacement in the
cour~e uf construction; and
.4 the work 01 the Owner or other sepMate contrac-
tors.
10.2.2 The ContrJctor shall gl\e JII notlce~ Jnd comply
With all applicable laws. ordinances, rules, regulatiOns
and IJwful order, oi any publiC Juthortly bea~ing on the
sJfety oi persons or property or their protection from
damage. injury or loss.
10.2.3 The Contractor shall erect and maintain. as re-
qUired by eXIsting conditIons and the progress of the
Work. all reasonable safeguards for saiet\ and protectiOn,
Includmg posting danger signs Jnd other \\ arnlngs ,'SJlnst
hazards. promulgating safety regulations and notifying
tm ners and users oi adjacent utrlltle<;
10,2.4 When the use or storage of e~plo'l\ es or other
hazardous materrals or equipment IS nece~'ar\ ior the
execution of the Work, the Contractor shall exercl~e the
utmost care and shall carr, on ,uch actl\ Itles under the
'uper\ ISlon oi properly qualdled per~onne'-
10.2.5 The Contractor shall promptl\ remedv all damage
or 10"-' :other than damage or lu" In~ured under PJra-
graph 113/ to an~' properl\ referred lu In Clause, W 21.2
and iO.2.13 caused in "hole (J' In pJrt b~ the Contrac-
lor. anv Subcontractor. am ~ub.,ubcontra(tor. anvone di-
rectly or indirectly emplo\ed b\ Jm ,)f them. or by any-
one ior IV hose JCts any of them ma\ be liable. and for
\\ hlch the Cant ractor is respon~lble under Clauses 102.1.2
and 1U.2.1 3. except damagc or loss altrrbulable to the
act< or omiSSion, of the O\\ner. the Arehdee!. lhe Con-
.tructlon ....'anager or an\one drrectlv or rndirectlv em-
p'o\ed by any oi them L'r b\ Jmune ior \\ho<e Jct, any
lI' th'.'11 mJY be liable ~- I"lt ,l11rrnutJble to the fault
or negligence oi the CuC"'"clor The foregoing obliga-
tion, oi the Contractor are In ~drl"I()n tn the Contractor',
(,hl,gatlon- und~.' PJrJgrapl-. .; 'I'
10.2.6 The Contractor ,hj:: G"-I~.'1ale a re'pon"tJle
member of the Contracto'. 0'''';,:'' ,'JI',Jn at the Sill'
\\ho-e dut\ <ha!! be the pre\entlon or aCCidents Th"
pl"'''n ,h,lll be the Contrac';"(' '"f'("inlendent unle"
17 A201/CM -1980
"I" OOCUI,\ENT "2IIliCM. GE'(~", CO"'OI'IU"'< (If :f-'[ \' ,,'~'(T fO~ cn',<'~,-()'O'
CO~STRLCTIO' '\"~ACE'-IE"T EDITIO... . h.'E :980 [0:,'0' . AI". . 1 :9&:: . THE
.\'HRI(." .,t.... --'- T[ (If "RCHI;iC~" .-:; '~'.\ "'(H1.~ ....\~ '".\ \\"<"HI'CTO' n ( .:'fi'Y'W...
otherwise designated b~ the Conll.ctor In wnttng to the
Owner and the Construction Manager.
10.2.7 The Cantral tor shall not load or permIt any part
oi the Work to be IOJded so a~ to endanger It~ safety.
10.3 EMERGENCIES
10.3.1 In any emergenn .1!1t'll,n~ the safet'r 01 persons
or properlY the Contractor -h,lll act. at the Contractor's
discretion, to prevent threatened damage. tnlury or loss.
Anv additional compensallon or extension of time
claimed b'r the Cont'JdlJr on account oi emergency
work shall be determined d~ pro\lded 10 ArtICle 1 ~ for
Changes in the Work.
ARTICLE 11
INSURANCE
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase and maintain insur-
ance for protection from the claims set lorth below which
may arise out of or re~ult tram the Contractor- opera-
tions under the Contract \\ hether ,uch operation- be b\
the Contractor or b\ am ~ubcontractor. or b\ Jmone di-
rect" or tndlrecllv emplO'red b\ am of them, or b\ anv-
one for whose ach am of them may be liable
.1 claims under worker; or \\or"men's compensa-
tion, disability benetlt and other simrlar emplovee
benefit dcb,
.2 claims for damages because of boddy injury, occu-
r,i:IOnJI slcknes- or dl,e.l-e l)r death oi the Cor,.
tractor's employees,
,3 claims for damages becJlI'oe of boddy injury, sick-
ness or disease, or death oi am person other than
the Contractor- eml~i,'\ee-,
.4 claim, for damages In-ured by usual personal tn-
lury Iiabilltv co\erafl.e \\hlen Jr(' -li'-ta1Oed 1 h\
Jnv person as a re,u:1 or an 011e11-t' Olredl\ or
Indirect" related to Ihp emplo\ment 01 -uch per.
_,In bv the Contract(,[ "r ~ b, am othc' :'cr-on,
.5 clJlm, for damages. other than to the \Vor" Itsell
because of Injury to 0' de-t'uctton oi tJnglblp
properl\ Includm~ los- 0: lI-l' re~LJlttng therefrom
,1nd
.6 I !aim~ lOr d.1mJ~e- helJ,,'e ",' h"dlh Injur\ >I
death of am person or property oamage arl,rng
Oul of the 0\\ nl'"hlp 01" ~:e~,ln(( or u-c 01 ,1m
motor \ehicle
11.1.2 The Insurance requ1fed h\ c,',Jbp.Hag'aph 11 '.1
shall be wrllIen {or not le,- If-dO an\ limit- 01 1,.1billty
~peclfled In the Conlract Documeob or 'eclUJfed bv law
whichever IS greater.
11,1.3 The Insurance requrred b\ Subparagraph 111.1
~ha" mclud(' ((,ntrac'ual liability In,urance appllcJb!e 10
the Contractor, ob ~2:JOns under P.Hagraph 418.
11,1.4 Certificates of Insurance accertJble to the Owner
shall be _ubmllled to the (on<l':.1C7,n ,'\anal.-r for tran',
milia/to the Owner pilar to commencement of the \\'ork
Thp-!, CertificatE" ,~,,'~ C,'~t2 ~ a >,'0\;,'on that co\prJeE"
J!'1urcit"-~ under tri{' rl-'!( t._.. ..... :-'t' .:nl...cicC.....i
ie,,: 'h ,t\ da\" pliO' ,,',tten i'"t,ce ha' been I::I\en to
the Owner
11.2 OWNfl'S lIAIllIn INSUIAHCI
11.2.1 The O,^ner shall be re'pon~lhl{' {or purchasiftl
and malOt.llnlOg Owner's hablht,,- ,"!>l.rante and. .at t~
Ov.ner's option mJ\ purcha~c and malOtalO ImllrJnCe
lor rrntecllon olIptnst clJlm~ "hlch mJ\ arise trom
OperJIIUn- under the Contract
11.3 PROPERTY INSURANCE
11.3.1 Unles- otherwIse pro\ Ided the 0\\ ner ~hall pur-
ch.ase and malOtalO property IOsurance upon the ('nitre
Work at the -ill' to the full IO,urable \,llue thereol Thb
IOsurance shall IOelude the IOleresb of the Owner, the
Conslruction Manager, the Contractor, Subcontractors
,md Sub-subcontraClor~ 10 the \\orl.., Jnd sh.111 insure
against the perils of fire and eXlended cO\er,lge ,lnct ~hJi
IOelude "all risk' IO,urance for ph\-Ical 10'''' or damage
IOcludlO~. \\Ithout duplication oi coverage, theit. van-
d.lll~m and malicious mi~chiei. Ii the Owner does not
IOlend to purchase 'lIeh Insurance ior the full in-ur,lble
\alue af the entire Work, Ihe Owner ,h,ll1 Inform tre
ContrJctor In \\ rltlng prior to commencement 01 th('
\\ <HI.. The ContrJctor mJ\' th!'n eneet m'lJrJncC' \'. hie'"
\\1" rrotect the nlere,!. ot the C"nlr.lclnr the Contr.H'
:,l[ _ Subeonl..1Clor- .1nd the Suh.-ubl Iln!r.ll Inr_ I" :~'.-
Work, and b\ Jppropllate ChJnL:e OrOl'r Ihe cn_! thereo'
,h,ll1 be charged to the Owner. If the Conlr.1ctnr " d,l1r.
aged bv fadure aT the Owner to rUHhJ,(' or maintain
-uch In~urJnc(' .Jnd to -Cl notih' Ih(' Conlr.lctor then the
O\\Ot'r ,h.-:'I bl'Jr .tI, red-on.1hlc I "-I- p~lIrcrl\ ,1tUlbu!.',
hie Ihereto. II not covered undt'r the ,111 risk in~ur.1nc{'
or nlherwi~e provided in the C"nlr,1<! Doll urn.'n!- :1.,.
Contractor ~hall enect .1nd malnl.!;n -10111." prllpell\ Ir
_ur,lnce on P()rlion~ of the \Vorl.. qor('d on th(' ~ile or In
Ir.Jn_it when -uch portian~ of the \\'orl.. .He to bl> in.
,Iuded In ,1n ~prll(.1!I()n for p,)\ men! lIndpr SUhf),H.).
~r,lph Q.32
11,3,2 TI1(' 0\\ ner ,h,)!1 f)lIflh,I-(' .lno m,1In:,I,n -uc~
h(lder and m,Kh,nt'r\ In-lI',''1CP ," OJ.! \ !'. "'qUlrl,,j!'
the Conlr,1CI Document- ar b\ I.1\'. 1h,- Irhur..nll' -h,'-
,ncluo,' the ,n:t.'p-:- 01 'hp O\\ner lhe Clln-'ruCllon \lar.
lL:'>' ''1e C()f~:r.Jclor ~ubcontr,Jr!Il'- ,1'10 Suh--ubcnntr.lc,
Illr- In Ihe \\ (,'i..
11.3.3 ~,' In-- Insureo under <;uhr,",lC:',lf)h 11.3.1 I- Ii
be adju'teu ",:th the O\\ner and n',;dt' r.1\ab!p to tr.
O\\ner ll... l~LJ~;('(' t',p. the In'lI"cd.. ~1" 1i,,,"' ~ Inl();est~ n1.~,
,lppe,H. ~ubJecl III IIW It'qUlreOJc-;]I- 01 am applicab!f
!11\"1.:".;I'e C!JU-l' no ,y St:",'.l',,:'.'r,h 1 ~ ) f) The Co'"
tr~l( '!i" "~IJll pJ\ l',d.. h )uh(()n:;~i\' ~ ,) \;...t "'!:Jrc of llr.',
In-.;',,", (' ['-'. 'r '.'- 'l'ct'l\ed b\ the Contr.ll lor .lnd h\ ,q>
prupl,Jll' J~rt','"7wnt \Hllten \\here le~all\ [('q'l,fed I'
\ .11'011\ -hall requrre each Subtontractof to O1.11..e p.l"
me- ,I, III t:'l'" 5';8 : ''''1lractor- In -,mdJr manner
11.3.4 The O\\ner ~h~:, 1:. ,: c,'p, ," ,)!I pallcle- \\':-
the ContraC'cl' be'ore ,'., ('\;', '",rt' to i,l" "'.1\ occur,
11,3.5 II the Cuntractor reque~l- In \\' , ",'; thaI 1'1-";'
Jnce iar r;,;"- o''1er Ihan lhose Ut", "be'::; :1 Subpara-
~raph- 11 _~, and 1'.3~. or oth,.' -peela! 1" ,,:d,. t,
Included " ''-,:- c",per" In't.:rJ" " I")::" :ht, 0\\ ":.
,'1,: i l" r',
,: ..... (~ . " ~ . I,
j.
~~:t'~e(!~ ~""J :Je cr;.-",:..:.ed hI ~r.:> CI,r".:i:l' ~\ .-:~Jpr,f;,rJ.-:'-
('nJnge Order.
AlA DOCL~E"'T A!01 CM' (",R'. Cu':" '" ,)f
(O"~:RLCT10' \\A'ACt\'~'~ ~= ~ C'- . J~'~ ~~~
\\\; ;'(\ ''''-~I~llE ()f \.' -,. '~c-, -:.: '<I" \;-)~~.
1E
C")'i,,.s..C~ f'._': _,-. _('iI'"
(:;'7;O"'~ . .A.IA! . :: ~.~s~ . "H~
". ~ '- ,', \\\"t":''\,':.C'~' ',.
.\201 C\i - 1980
11.3.6 The Owner Ind the Contractor waive III rights
against \1! each other and the Subcontractors, Sub-sub-
contractors, agents and employees of each other. and (2)
the Archllecl, the Construction ,'1anager and separate con-
tractors. Ii an~, and their subcontractors, sub-subcontrac-
tors. agents and employees, for damages caused by j,re or
other penis to the extent covered by Insuran(e obtained
pursuant to this Paragraph 11.3 or any other property in-
surance applicable to the Work. except such rights as
they may have to the proceeds of such insurance held
b~ the Owner as tru<lee. The foregoing waiver afforded
the Architect. the Construction Manager, their agents and
employees shall not extend to the liability imposed by
Subparagraph 4.18,3, The Owner or the Contractor. as
appropriate, shall require of the Architect. the Construe-
lion Manager, separate contractors, Subcontractors and
Sub-subcontractors by approprr.lte agreements, wntten
where legally requi red for \ alidlt~" Similar wal\ ers each
an favor of all other parties enumerated m thiS Sub-
par.1graph 11.3.6.
11.3.7 If required rn \\ntlng b~ any partv in interesl. the
Ow ner J, trustee shaiL upon the occurrence oj an in-
,ured loss, gl\'e bond jar the proper periormance of the
O\\ner's duties, The Owner shall depOSit in a separate
account any money so recel\'ed .lnd shall distribute it in
accordance \'dth such agreement as the parties rn Interest
may reach. or rn accordance Wllh an award by arbitration
,n \\h:ch case the procedure shall be as provided in Para-
graph ;-,9, If afler such loss no other special agreement
is made, replacement of damaged Work shall be covered
b\ an appropriate Change Order,
11.3.8 The Owner, as trustee. shall have power to adjust
and settle any loss With the Insurers unless one of the
partl~S m rnterest shall object. In \\ ritlng within f'\e da, s
after the occurrence of loss, to Ihe Owner's exercise of
tr.,S po\\er, and If such objection be made. arbitrators
shall be chosen as prOVided an Paragraph 7.9. The Owner
as trustee shall, in that case. make settlement With the
'nsurers an accordance \\ I!h the directions of such arbi-
trators If distribution ....f the msurance proceeds by arbi-
tration is required, the arbitrators will direct such dis-
t rrbutlon
11.3,9 If the Owner fands I t necessary to occup, or u,e
a portion or portions of the \\ ork prIOr to Substantial
Completion thereof, such occupancy shall not commence
prior to a time mutually agreed 10 by the 0\\ ner and the
Contractor and to which the ansurance campam or com-
panies providing the propert\' Insurance have consented
b\' endorsement to the pollC\' or poliCies. This insurance
shall not be canceled or laosed on account of such partial
occupancy. Consent of the Contractor and of the insur-
ance company or companies to such occupanc\' or use
shall not be unreasonablv withheld
11.4 LOSS OF USE I....SURANCE
11.4.1 The 0\\ ner, at the Owners option, may purchase
and maintain ansurance it.. r,,':ec!'on Jpanst loss of use
of the 0\\ ner's propert\ due to lire or other hazards
ho\\e\er caused The O.\ner \\J'\es all fight, of action
ag ~.t the Conr,;,1 'I~r tor lo,s 01 use of the O\\ner'c;
p~e'rcrl\, mcludlng consequential losses due to life or
other hazards ho\\e\er caused. to the extent cmered bv
Insu'ance under thiS Paragraph '14.
"".,AITIClE 12
CHANGES IN THE WORk
12.1 CHANGE ORDERS
12.1.1 A Change Order is .1 wntten order to the Con-
tractor 'Igned to <hI'" the recommendation oi the Con-
struction .".lndger the approval of the Mchltect and the
authOrization or the 0\\ nero I~)ued after execution of the
Conlract, authorizing a change in the Work or an adjust-
ment in the Contract Sum or the Contract Time. The
Contract Sum and the Contract Time may be changed
only by Change Order. A Change Order signed by the
Contractor indicates lhe Contractor's agreement there-
WIth. including the adJustment In the Contract SlIm or
the Contract Time.
12.1.2 The 0\\ ner, \\Ithout ,m alld.lting the Contract,
may order chJnges 10 the Work Within the general scope
01 the Contract conSisting 01 additions. deletions or other
reVI~lon,. lhe ContrdCl Sum and the Contract Time being
ad,u<led accordlnglv-'.II s:Jch changes In the \'\'orl.. shall
be .1uthorl/ed bv Change Order. and shall be performed
under the applicable Condition, 0; the Conlract Docu-
ment~.
12.1.3 The co,t or cred,t to the Owner resultang from a
change," the Work shall be determined in one or more
0; the following \\a~s:
.1 b~ mutual acceptance oj a lump sum properh
Itemized and supported b\ sutilclent substantiating
data to permit e\alual:on,
.2 b\ unit price, ~!ated '" the Conlract Documents or
,ubsequentl~' agreed upon,
.3 by cost to be determined an a manner agreed upon
by the parties and of mutuall~ acceptable fixed or
percentage fee; or
.4 by the method pro\'ided m Subparagraph 12.1.4,
12.1.4 Ii none of the methods set forth in Clauses
12131,12.131 or 1213.3 IS agreed upon, the Contrac-
tor. prOVided a \\ ntten order "gned b~ the Owner is re-
cei\ed, shall prompth proceed \\ith the Work involved
The cost of such Work shall then be determined b~ the
Architect. after consultation With the Construction Man-
ager, on the bam 01 the reasonable expenditures and
sa\ In~s ot tho,e perrormll1g the Work attrtbutable to the
change, Ineludlng in the case 01 an increase in the Con-
tract Sum. a reasonable allO\\ance for overhead and
pfl'r L In such case and also under Clauses 12.1.33 and
12 1 3.4 above, the Contractor shall keep and present, ir
such form as the 0" nero lhe Architect or the Construc-
tIOn ,'v1anager ma\ prescribe, an itemized accounting to-
gether \\lth appropriate supporting data for inclusion in
a Change Order l nle's other\\' Ise prOVided In the Con-
tract Documents, coq shalf he !,mlted 10 the foIIO\\ing.
cost of matenals. meludlns 'ale, tax and cost of delivery;
cost of labor including SOCial security, old age and
unemployment insurance anel r' ~~e benefits required b\
agreement or custom, \\'orker~ or workmen's compenSJ-
Ill,n Insurance b,'nd premlum- rental \alue of equip-
m('~r and mJC r r,e-. and the ,,~.~r;)'l,d (0<1" of super.
\ :'I(on ,J ~,d . ,e C ,'-,(~ per,onr,( eke( li\ Jttribu:able tc
the change ;J(.~d,ns Ilnal dpterrn nJ:,on oi cost to the
O'o'oner, payments em account ,hall be made on tne A',
chltec!, appro\al el~ J Pro:eCI Certil,cate lor Pa~ment
19 A201/CM -1980
AlA DOCUMElIoT A201CM. CE""I~~. ((I':' "." or 'HE (U.....,.c f(', CO....SHLCTIO'
CO'STRUCTIO', MM>~"CE\\E'T EDITiO"" . Il....E 1980 EDITiO.... . ,0,1,0,- . @1980 . THE
"\I[RIC'" I":,ll H ()f ." ",~l(" '-'5 ,[\\ 'OR, "VE .... \\ . "A,SH"GTON DC 2OO'lo'
The amount of credit to be all~ed boy the ContriCtor to
the Owner for any deletion or change ",hlch results In a.
net decrease In the Contract Sum will be the amount ot
the actual net cost as conilrmed bv the Architect alter
consultatIon with the Construction Manager \\ hen both
additions and credits co\erln~ related Work or ~ub,t,~u-
tlons are In\'olved in an\ one lhange the allowance lOr
overhead and proilt shall be figured on the baSIS of the
net increase. Ii any. with respect to that change.
12.1.5 If unit prices are stated In the Contract Docu-
ments or subsequently agreed upon, and If the quanti tie-
originally contemplated are so changed in a proposed
Change Order that application oi the Jgreed unit prrces
to the quantities of Work proposed will cause substantial
inequity to the Owner or the Contractor. the applicable
unit prices shall be eqUitably adlu,ted.
12.2 CONCEALED CONDITIONS
12.2.1 Should concealed condlllons encountered in the
performance 01 the Work below the surface of the ground
or should concealed or unknow n conditions in an existing
structure be at variance With the conditions indicated by
the Contracl Document' or ,hould unknown phvsical
conditIOns belo" the surface ot the ground or 'hould
concealed or unknown conditions In an eXisting struc-
ture of an unusual nature, dlnerlng materrall~' irom those
ordinarilv encountered and generally recognized as in-
herent I~ work of the character prO\ Ided lor In this Con-
tract. be encountered, the Contract Sum shall be eqUlta-
blv adJustf'd bv Change Order upon claim bv either ~artv
made .....Ithin lwenty davs alter the llrst ob"er\ance 01 the
conditions.
12.3 ClAIMS FOR ADDITIONAL COST
12.3.1 If the Contractor wishes to make a claim lor ,an
increase in the Contract Sum the Contractor shall Rive
the Architect and the Construction ,""anager written no-.
tlce thereof \\lthJn t"entv da\" .liter the oeeurren((. o!
the event ~:\ In~ rise to ~uch cl.J:m ThiS notice shall be
gl\ en by the Contractor before prc1Ceedlng to ~xecute the
Work. except in an emergenC\ endangering lite or prop-
ertv in which case the ContraC10r shall proceed In ac-
cordance With Paragraph 103 No such claim shall be
valid unless so made. Ii the O\\ner and the Contractor
cannot agree on the amount oi the adjustment In the
Contract Sum, It shall be determIned b~ the Arl hltecl
after con'ultatlOn "Ith the Comlructlon Manager. Am
change In the Contract Sum re,ult,ng from such claim
shall be authollzed by Change Order.
12.3.2 If the Contractor claim, that dddlllonal cost I,. In.
vohed because of. but not limited to, (1! any w ritlen in-
terpretation pursuant 10 Subparagraph 2.311 '2 any 0"
der by the Owner to ,top the Work pur.uant to Para-
graph 33 "here the Contractor was not at tault or .1n"
such order by the Conq'ucl,:'n "anager a' the 0\\ ner ,
agent. (3) any v. rltlen order tor a minor change In the
Work issued pursuant to PJr_;~"Dh 124 or :4, tad~re of
payment by the Owner pur~i.Jant to Parag~aph 9 '. the
Contractor shall make such claim a" prOVIded an Sub-
PMacraph 12 31
12.4 MINOR CHANGES ,.... THE \\ORK
12,4.1 The Archilect ,. ha\e autr,Ofi!\ to order minor
chan~e- In the \\orl-. not Imal\ln" an ad u-Irrcnt In the
Contrut Sum or extension oi the Contract Time and not
Inconsistent with the Intent (\i the Contrut Documents.
Such ch,)nge~ shan be effected b\ wrrtten order issued
through the Construction .\\dnager, and shall be blOding
on the Ow ner a"d the Contrallor, The Contractor ~hall
carr\ out such 'Antlen order~ promptlv.
ARTICLE 13
UNCOVERING AND CORREalON OF WORK
13.1 UNCOVERING Of WORk
13.1.1 Ii any porllon of the Work should be covered
contr,uy to the request oi the Architect or the Construc-
tion Manager, or to requirements specifically expressed in
the Contract Document5. it must. Ii required in writing by'
either, be uncovered for their observation and shJII be
replaced at the Contractor's expense.
13.1.2 Ii an" other portion of the Work has been cov-
ered "hlch the Architect or the Construction Manager
hcl5 not 5peciflcally requested to observe prior to its being
cO\ered. either may request 10 see such \\'ork and it ~hall
be uncO\ered b\ the Contractor. Ii such \\ork be fnund
In accordance \\Ith the Contract Documents. the co,t 01
unco\ erlng and replacement shall, by appropriale Change
Order, be charged to the 0\\ ner II such \\'ork be found
not In accordance with the Contract Documents, the
Contractor shaH Pol\! such COS1- unless it be found that
thl- condition wa, caused by the O\\ner or a separate
contractor as provided in Article 6. in which event the
0\\ ner ~hall be responSible for tre pa\ ment of such costs
13.2 CORRECTION Of WORk
13.2.1 The Contractor shall promptlv correct all \\'orl..
rejected b\ the Architect or the Construction Manager a-
delectl\e or a, ialling to conform 10 the Contract Docu-
ments whether obsel\ ed before or after Substantial Com-
pletion 01 th( Projett and whether or not iab'luled. in-
-tailed or completed The (onlr,lclpr ,.hall bear all cost~
01 co'.reellng -.." h relh :t'('j \\orl.. including compensa.
till" 1;" the Archtect ~ clnd the ConstructIOn \1an,lger,
addltlOn,ll 'el\ Ice~ madE' nece<,<,arv thereb\
13.2.2 11 \\lth,n one \t-.1f ,lite' the Date of Substantial
Completlun 01 t~e Pr(l'h t (I' ci,.' c'1Jled portion thereot
or wlthlO one lea' aJler acc('ptJ"ce b\ the Owner 0'
d,-",gnated equipment. or \\ .th,r. 'ucn In"1"er period oi
time as may he preslllbC'd b\ la\\ ur b\ the tt'rm~ ot am
applicable ~pf'cial \\arrant\ l('qUlred b\ thl Conlrall Ope u.
menb. ani oj tht, \\'orlo. IS 10und to b(' dt>fl'ctlve or not In
accordance With the Cont role I Doc u men!>. the ConI role tur
,ha:1 [("~ect 11 prompt Iv ,liter rece:pt oi a \Hillen notice
irom the 0\\ ner to do so unle,' lhe Owner has pre\'i-
au,:\ gl\en the Contractor a \\ ~it:en acceptance of such
corJ-: !Ion Th,~ obli~Jtlon shall s(;r. .e bv:-' i,nal pa\ment
for t'le \\. ,,\.. or de':~n.;ted porllon thereai .;nd !e'mlna-
tion oj the Contract The O\\'ne' ~hal: g,'.e -uLh notiCE
p'ompl __;ter d,"Ci .er. . "c cr.,dltion
13.2.3 T!'1e Contraclor "hall rem.).e j'='rrl the site all
pOr!i(Jn' c' .I-,e \\'orl-. \\ r.lch dre deiectl\ e C!r nonconform,
Ing Jnd \'. ~ cr. ra\e nnt been c(\""cted under SL;bpar".
;:::,'3ph, ..: S -; 13 = - :~""~ -, "t-.-- ,,' I" \"..3i\eC
D\ the 0\\ nero
13.2.4 lithe CO["'.;ct:_,. . :,-. '_ .. ,: Ct.'eel'\e or non-
~;, ..",.r;: \\'vi. J- p'" dec " ,..;>-,p.;., ~'dph, .: 51
A'.... DOCL'ME'l A201 eM' c~"',~'"~. ',~ I.'"'..' ()f ...,~ r(.-)",~;, .loCi r('~ '-'- .; C-
CO....STRLCllO.... ..~"""CE\H....~ E:' -.=.", ; IL'E lr:-2~ E=' ~:O"'" . A.I-\'!- . ,:-1:-: .
^'HRlC4.".. 1'....IJ1\.. iE Of .....rc.... ,~(~', -.,: ,[\\ ~OR... ,~\~ ..... \\ \\ .\\;.O-.1I.....Cl"['1' :- C - ..-.
A201/CM - 1980 20
13 2 1 and 13,2,2, the Owner may correct It In accordance
with Paragraph 3.4.
13.2.5 If the Contractor does not proceed with the cor-
rection of such defective or nonconforming Work within
a rea~onable time ilxed by wntten notice from the Archi-
lect '"..led through the Con~tructlon \IJnJger the Owner
mJ\ '('move it and ma~ store the material, or equipment
at the expense of the Contractor. If the Contractor does
not pav the cost of such removal and storage Within ten
dav s thereafter, the Owner may, upon ten additional
da~s' written notice, sell such Work at auction or at pri-
vate sale and shall account for the net proceeds thereoi.
.liter deducting all the costs that should have been borne
bv the Contractor, Ineluding compensation for the Archi-
tects and the Construction Manager's additional services
made necessary thereby. If such proceeds of sale do not
cover all costs which the Contractor should have borne,
ltoe dlnerence shall be charged to the Contractor and an
Jppropnate Change Order ~h,lll be issued. If the payments
then or thereafter due the Contractor are not ~ufflclent to
co.. er ~uch amount. the Contr,lctor ~hall pay the dlner-
ence to the Owner.
13.2.6 The Contractor shall bear the cost oi maktng
good all work of the Owner or separate contractors de-
stroved or damaged by such correction or remO\,ll.
13.2.7 :-.lothtng contained in thi, Paragraph 132 shall be
construed to establl,h a period ,)! limitation With respect
to am other obligation which the Contractor might have
l;nder the Contract Documents. including Paragraph 4.5
hereoi The establishment of the time periods noted tn
Subparagraph 13.22. or such longer period of lime as
ma~ be prescribed bv law or by the terms of any warranty
requ"ed b~ the Contract Documents. relJtes onlv 10 the
SpeCI!IC obligation of the Contractor to c.)IIect the Work.
and f,as no relationship to the time W :htn which the
Cont'Jctor, obligation to comply With the Contract Doc.
uments may be sought to be enforced. nor to the lime
W Ithlr \\ hich proceeding... m,l\ he commenced hi e'tJh-
11,11 the Contractors bablilt\ \\ 'h re,ppct 10 the Contrac-
tor s obligations other th,1n <peclilCJlh ro corr('ct the
\\ ark '
13.3 ACCEPT ANCE OF DEFECTIVE OR
NONCONFORMING \\ORK
13.3,1 Ii the Ov\ner prefers to accept deiec!l\e or non-
coni 'm,ng \\'ork, the OV\ner mav do ~o In"tead oi requir.
Inc ,:' removal and correction. In which c.1-e a Change
O.de' \\ Ii! be is,ued to reilect a reduction In the ContrJct
~um \\here appropllate Jnd l'C!ultable Such adlu,tment
,h.,!' he effected" hethe' or n,)t IInal p.l\ mpnt h.l- been
made
ARTICLE 14
TERMINATION OF THE CONTRACT
14.1 TER\\I'-\T10"" 8Y THE CONTR-\CTOR
U.1,1 If the \\ark I' ,topped iar a period at I:' .:, da\'
~~d(" an order ot .-'~. i "lIrt 'Olher publ,c .1~J!horil\
hav mg Jurisdiction or as a result oi an act of pernment
such as a declaration of a national emergency making
matenals unavailable, through no act or fault oj the Con-
tractor or a Subcontractor or the II agents or emplo'Yees or
any other persons pertormmg anv of the \\ ork under a
contract With the Contract,)r. or t the Work should be
'-lopped tor a period oi Ihlrt~ da\; bv the Contractor be-
cause of the Construction \\anJge(s. failure to recom-
mend or the ArchItect's failure to issue a Project Certifi-
CJte for Payment as prOVided m Paragraph 9.7 or because
the Owner has not made pa) ment thereon as provided in
Paragraph 9.i, then the Contractor may, upon seven addi-
tional days' written notice to the Owner, the Architect
and the Construction Manager, terminate the Contract and
recover from lhe 0" ner pa\ ment for all Work executed
and for any pro\ en loss sustained upon any materials.
equipment, tools, construction equipment and machinery.
Includin.~ reasonJble proilt Jnd damages.
14.2 TERMINATION BY THE OWNlR
14.2.1 If the Contractor IS adjudged a bankrupt, or
mJkes a general as,lgnment tor the benetlt oi creditors.
or t! a recel\er IS apPOInted on Jccount of the Contrac-
tor, msolvenC\. or II the Contractor persistently or re-
peJtedlv retuse... or iails, e\Cepl tn case.; tor v\hich exten-
sion oi time is provided, to supply enough prop~ +,
<killed workers or proper mJtellals, or falls to make
prumpt pa~ ment to Subcontractors or for materials or
labor. or perSistently dl~regards laws, ordinances, rules.
regulJtlons or orders oi .1m publiC authority having juris-
tlon. or othel\\l,e r; guiltv 01 .I ~ub;tantlal violation oj a
pro\ i~lon of the ContrJct Documents. and fails within
'e\ en dJY~ .liter receipt or \\ rltten notice to commence
,Ind continue correction of s'Jch default, neglect or viola-
tion wllh diligence ,Ind promptness. the Owner, upon
cE'rtificatlon bv the Architect after co""ultatlon with the
Can'tructlon .\\anager that ,uff'C1enl cause eXists to justti.,
'uch action, ma\. Jiter seven da\'- following receipt bv
Ihe ContrJctor Of an adddlc)nJI \\'dten notice and with-
(jut prejudice to anv other remed\ the O\\ner mav ha\e
termtnale the emplo) ment oi the Contractor and take
posses~lon oi the site ,Ind \)[ .lll materlJls. equipment,
tool,. construcllon equipment Jnd machlnerv thereon
o\\ned bv the Contr.lctor and Tr,j\ iln ,h the \\'ork b\
\\ hJtev'er method,; the 0" ner mol\ dE'em expedient In
'lid) ca,e the Contractor -hdll not bE' entitled to recel\e
,In\ iurther payment until thO' \\0'" " ilnt<.hed
14.2.2 II the unpJld balJnce at thE' Cor:tract Sum e\-
(('ed, the co,-t~ oi 1;"I~hlns the \\'ork. tncludlng compen-
<,l!lon for the .-\rchltecr~ ar:d the (onqructlon ,\\anager's
.1ddltlon.11 .;er\ Ice, m.lde nece-',l f\ therebv, such e\Ce"
,h,l'l be paid to the ContrJctor II 'uch costs exceed tre
Gnp.lld b,ll,lnce. the Cilnt'JC t,y -1,.111 pa\ the difference
to the 0",- ner The Jmour' ',1 I', pJ d to the Contracto'
or 1\'" ().\ ner .1- thE' ca-e '-'-". :)(' 'h,lll be certified bv
the Arch;tecl I.:r"" .1;"pl:(2I: ~ "the manner pro. ded
in P.H.1~',1J1h ,~ ..~ci lr..- ,)!,: ,,' 'r pJ\ mer' ,ne
"', ~\1\f' Ih(' t(I'r~.n(1! I-'n of .;",_ r "','!ct.
21 A201/CM -1980
AdA DOCUME"T 4201 C"-l . ,.,', ,:. '" ()' -.", " -. , '. ),' ". ~;;, "
CO"SlR'_CT10' '11'~C.{'lE'T [[)'I!CI'~ . ,....,[ i9a.~ EDllle\, . A!A! . :: ~:3~ . THE
\'H~!I_ l', ",,' ',--"L {~I\l<:t Hi': { ;, ',C\\ 'OR... "\f .... \\ \\ .\...i':',,~l)''' :' C 2'.""-"
KONROB COUNTY
SUPPLBXENTARY GBNERAL CONDITIONS
Information contained in this Supplementary Conditions amends,
supplements or clarifies the "General Conditions of the Contract
for Construction, Construction Management Edition, AlA Document
A201/CM dated June 1980 Edition.
In cases of conflict between the General Conditions and these
Supplementary Conditions, wording of this Section shall govern.
ARTICLB 1
1. Subparagraph 1. 1. 3 - third line-after the word "construction,"
delete the remaining words and insert the following:
"and all supplies, tools, construction equipment and
machinery, water, heat, utilities, transportation, and other
facilities, services, and incidentals necessary for the proper
execution and completion of such construction: except as
expressly noted in the Scope of Work or the General
Requirements of the Contract."
2. Subparagraph 1.2.1 - delete in its entirety.
3. Subparagraph 1.2.3 - after the last word "meanings" in the
paragraph add the following sentence:
"In case of discrepancy or disagreement in the contract
documents, specifications, and/or drawings, the ORDER OF
PRECEDENCE shall be:
Contract Agreement
The addenda as issued
The Supplementary General Conditions
General Conditions
The General Requirements
The Technical Specifications
The Drawings (Large scale detail drawings take precedence
over smaller scale general drawings).
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 1
4. Add new subparagraph 1.2.5 as follows:
"Where on any of the drawings a portion of the Work is drawn
out and the remainder is indicated in outline, the parts drawn
out shall also apply to all other like portions of the Work."
5. Add new subparagraph 1.3.2 as follows:
"Unless otherwise provided in the Contract Documents, the
Trade Contractor will be furnished, free of charge, all copies
of Drawings and specifications reasonably necessary for the
execution of the Work."
ARTICLE 2
1. subparagraph 2.2.1 - after the word "representative", add:
"The Construction Manager is not the General Contractor and
unless otherwise expressly provided in the Contract Documents:
does not asssume any of the traditional duties of a General
Contractor. The term Construction Manager means the
Construction Manager acting through his authorized
representative."
2. subparagraph 2.3.4 first sentence after the word
"Architect," add "along with the Construction Manager."
3. subparagraph 2.3.7 - afte~ ~he word "properly," add:
"It is the intent of the Contract Documents to allow the
Construction Manager to direct and schedule the performance
of all Work and the contractors are expected to follow all
such directions and schedule." Should a contractor, either
in person or through his subcontractor, supplier, or vendor,
fail to maintain progress according to the project Schedule
and approved Contractor's Schedule, or cause delay to another
Contractor: he shall furnish additional labor and/or services
such as overtime as may be necessary to bring his operations
up to schedule. all at no additional cost to the Owner."
4. subparagraph 2.3.15 - delete in its entirety.
5. subparagraph 2.3.18 - delete the word "reasonable" in the
sixth (6th) line. After the word "promptness", add
"consistent with the constraints of the project schedule so
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 2
as to cause no delay."
6.
Subparagraph
Construction
substitute,
Manager."
2.3.21 - first line - delete the words "the
Manager will assist the Architect", and
"The Architect will assist the Construction
7. Subparagraph 2.3.23 - delete the phrase "against whom the
Contractor makes no reasonable objection and." Also, delete
the last sentence in the subparagraph in its entirety.
ARTICLB 3
1. Subparagraph 3.4.1 - substitute three (3) days notice in each
case for the seven (7) day notices stipulated.
2. Subparagraph 3.2.1 - delete in its entirety.
ARTICLB of
1. Subparagraph 4.1.1 - delete in its entirety and insert the
following:
"The Contractor is the same person or entity identified as the
Trade Contractor. A Trade Contractor is the person or entity
identified as such in the Agreement between the Owner or
Construction Manager and a Trade Contractor. The term Trade
Contractor includes one who furnishes material worked to a
special design but does not include one who furnishes material
not so worked and is referred to throughout the Contract
Documents as if singular in number and masculine in gender.
The term Trade Contractor means the Trade Contractor or his
authorized representative."
2. Add new subparagraph 4.4.3 as follows:
liThe Contractor is responsible for the conduct of his
employees at all times. Misconduct, destruction of property,
unsafe practices, or violation of any Federal or State
regulations including abuse of alcohol or drugs, will be cause
for permanent dismissal from the project. If any Contractor
employee is determined to be detrimental to the Project, as
deemed by the Construction Manager, the Contractor wil remove
and/or replace the employee at the request of the Construction
Manager. Employees dismissed from the project will be
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 3
transported from the jobsite at the Contractor's expense."
3. Add new subparagraph 4.4.4 as follows:
"The Trade Contractor shall be totally responsible for the
security of his work, materials, equipment, supplies, tools,
machinery, and construction equipment."
4. Add new subparagraph 4.4.5 as follows:
"The Trade Contractor shall be responsible for complete,
timely and accurate field measurements as necessary for proper
coordination, fabrication and installation of his materials
and equipment. The Trade Contractor agrees to cooperate with
the Construction Manager, if required, to accommodate any
discovered variations or deviations from the Drawings and
specifications so that the progress of the Work is not
adversely affected."
5. subparagraph 4.9.1 - add the following sentence:
liThe superintendent shall be satisfactory to the Construction
Manager and shall not be changed except with the consent of
the Construction Manager, unless the superintendent proves to
be unsatisfactory to the Trade Contractor or ceases to be in
his employ."
6. subparagraph 4.10.1 - add the following sentence:
,"This schedule, to be submitted within three (3) days after
contract Award, shall indicate the dates for the starting and
completion of the various stages of construction, shall be
revised as required by the conditions of the Work, and shall
be subject to the Construction Manager's approval."
7. Add new subparagraph 4.10.2:
"The Construction Manager will conduct a weekly scheduling
meeting which the Contractor shall attend. At this meeting,
the parties can discuss jointly such matters as progress,
scheduling, and problems."
8. Add new subparagraph 4.12.9:
"If materials specified in the Contract Documents are not
available on the present market, the Trade Contractor may
submit data on substitute materials through the Construction
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 4
~~._ _4 "-._~..-.a:., .__....,_~.... ~... .. . ....._L.""..._ _ _...... ...
',.
Manager to the Architect/Engineer for approval by the Owner."
9. Subparagraph 4.14.1 - add at line 3 after "properly":
"He shall also provide protection of existing work as
required."
10. Subparagraph 4.14.2 - at end of paragraph, add:
"When structural members are involved, the written
the Architect/Engineer shall also be required.
Contractor shall not unreasonably withhold
Construction Manager or any separate contractor
to cutting or otherwise altering the Work."
consent of
The Trade
from the
his consent
11. Add new subparagraph 4.14.3:
"The Trade Contractor shall arrange for any blockouts,
cutouts, or opening required for the installation of his
materials and equipment and the execution of his work, whether
or not shown or indicated on the Drawings. The Trade
Contractor shall be further responsible for sealing and/or
finishing, in an acceptable fashion and meeting any applicable
code requirements, any such blockout, cutout opening, or other
hole in any fire-rated floor, ceiling, wall, security wall,
or any other finished surface".
12. Subparagraph 4.15.1 - at end of paragraph, add:
"Clean up shall be performed to the satisfaction of the Owner
or Construction Manager."
13. Add new subparagraph 4.16.2:
"The Trade Contractor shall promptly return telephone calls
or respond to any other form of communication initiated by the
Construction Manager. Failure to promptly do so shall be
considered a lack of performance on the part of the Trade
Contractor, and may be considered grounds for replacement of
site personnel."
14. Add new Subparagraph 4.16.3:
"All written correspondence to the Construction Manager shall
be serialized, dated, and signed by an authorized
representative of the Trade Contractor. The correspondence
shall be directed to:
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 5
Morrison-Knudsen/Gerrits
P.O. Box 5283
Key West, Florida 33040
Attn: Doug Fuller
or hand delivered to Morrison-Knudsen/Gerrits' office located
at 5090 Junior college Road, stock Island, Florida 33040.
serialization procedures will be provided to the Trade
Contractor in the pre-construction meeting."
ARTICLB 5
1. subparagraph 5.2.3 - delete in its entirety and insert the
following:
"If the Owner or construction Manager refuses to accept any
person or entity on a list submitted by the Trade Contractor
in response to the requirements of the Contract Documents, the
Trade contractor shall submit an acceptable substitute;
however, no increase in the Contract Sum shall be allowed for
any such substitution." .
ARTICLB 6
1. subparagraph 6.2.5 - sixth line, after the word "initiates,"
delete the words "an arbitration proceeding" and substitute
"a claim;" thirteenth line, after the words "and court or,"
delete the word "arbitration" and substitute "claim."
ARTICLE 7
1. subparagraph 7.1.1 - delete in its entirety and insert the
following:
liThe contract shall be governed by the laws of the state of
Florida. Venue for any claims or disputes arising under this
contract shall be in the Circuit Court of the 16th Judicial
circuit of the state of Florida."
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 6
2. Subparagraph 7.2.1 - delete in its entirety and insert the
following:
"The Owner or Construction Manager (as the case may be) and
the Trade Contractor each binds himself, his partners,
successors, assigns, and legal representatives of such other
party in respect to all covenants, agreements, and obligations
contained in the Contract Documents. Neither party to the
Contract shall assign the Contract or sublet it as a whole
without the written consent of the other."
3. Add new Subparagraph 7.2.2:
"The Trade Contractor shall not assign any monies due or to
become due under this Contract without prior written consent
of the Owner or Construction Manager."
4. Subparagraph 7.8.1 - delete in its entirety.
5. Paragraph 7.9 'Arbitration' and all associated subparagraphs
7.9.1, 7.9.2, & 7.9.3 - delete in their entirety.
ARTICLE 8
1. Subparagraph 8.3.1 - delete in its entirety and insert the
following:
"If the Trade Contractor is delayed, at any time, in the
progress of the Work, by any act or neglect of the Owner,
Construction Manager, or the Architect/Engineer, or by any
employee of either, or by any separate contractor employed by
the Owner, or by changes ordered in the Work, or by fire,
unusual delay in transportation, adverse weather conditions
not reasonably anticipatable, unavoidable casualties or any
causes beyond the Trade Contractor's control, or by delay
authorized by the Owner, Construction Manager, or by any other
cause which the Construction Manager determines may justify
the delay, then the Contract Time shall be extended by Change
Order for such reasonable time as the Construction Manager may
determine."
2. Subparagraph 8.3.2 - replace the remainder of the Paragraph
after the word "waived" in line 4 with the following:
"Any claim for extension of time'shall state the cause of the
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 7
delay and the number of days of extension requested. If the
cause of the delay is continuing, only one claim is necessary,
but the Trade Contractor shall report the termination of the
cause for the delay within twenty (20) days after such
termination; otherwise, any claim for extension of time based
upon that cause shall be waived."
3. Subparagraph 8.3.4 - delete in its entirety and insert the
following:
"It shall be recognized by the Trade Contractor that he may
reasonably anticipate that as the job progresses, the
Construction Manager will be making changes in, and updating
Construction Schedules. No claim for an increase in the
Contract Sum for either acceleration or delay will be allowed
for extensions of time pursuant to this Paragraph 8.3 or for
other changes in the Construction Schedules which are of the
type ordinarily experienced in projects of similar size and
complexity."
4. Add new subparagraph 8.3.5:
"If the Project is delayed as a result of the Trade
Contractor's refusal or failure to begin the Work on the date
of commencement as defined in paragraph 8.1.2, or his refusal
or failure to carry the Work forward expeditiously with
adequate forces, the Trade Contractor causing the delay shall
be liable, but not limited to, delay claims from other Trade
Contractors which are affected. Provided, however, that such
refusal or failure is not the result of a justifiable delay
as defined in Subparagraph 8.3.1." .
5. Add new subparagraph 8.3.6:
"In addition to impact costs as defined in Subparagraph 8.3.5,
the Trade Contractor shall b~ liable to the Owner for any
other damages sustained as a result of the Trade Contractor's
refusal or failure to perform the Work, provided, however,
that such refusal or failure is not the result of a
justifiable delay as defined in Subparagraph 8.3.1."
ARTICLE 9
1. subparagraph 9.3.3 - add at line 14 after the word "person":
"All Trade Subcontractors and Trade Subsubcontractors shall
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 8
execute an agreement stating that title will so pass, upon
their receipt of payment from the Trade Contractor."
2. Subparagraph 9.5.1 - add:
"From the total of the amount determined to be payable on a
progress payment, 10 percent of such total amount will be
deducted and retained by the OWner until final payment is
made. The balance (90 percent) of the amount payable, less
all previous payments, shall be certified for payment. When
not less than 95 percent of the work has been completed, the
owner may, at his/her discretion (and with the consent of the
surety), prepare an estimate from which will be retained an
amount not less than twice the contract value or estimated
cost, (whichever is greater), of the work remaining to be
done. The remainder, less all previous payments and
deductions, will then be certified for payment to the
Contractor.
It is understood and agreed that the Contractor shall not be
entitled to demand or receive progress payment based on
quanti ties of work in excess of those provided in the
proposal or covered by approved change orders, except when
such excess quantities have been determined by the
Construction Manager to be a part of the final quantity for
the item of work in question.
No progress payment shall bind the Owner to the acceptance of
any materials or work in place, as to quality or quantity.
All progress payments are subject to correction at the time
of final payments.
3. Add new subparagraph 9.5.6:
"All material and work covered by partial payments made shall
thereupon become the sole property of the Ow~er, and by this
provision shall not be construed as relieving the Trade
Contractor from the sole responsibility for the materials and
work upon which payments have been made or the restoration for
any damaged material, or as a waiver to the right of the Owner
or Construction Manager to require the fulfillment of all the
terms of the Contract."
4. Add new subparagraph 9.5.7:
"Except in case of bona fide disputes, or where the Trade
Contractor has some other justifiable reason for delay, the
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805- 9
Trade Contractor shall pay for all transportation and utility
services not later than the end of the calendar month
following that in which services are rendered and for all
materials, tools, and other expendable equipment which are
delivered at the site of the Project. The Trade Contractor
shall pay, to each of his Trade Subcontractors, not later than
the end of the calendar month in which each payment is made
to the Trade Contractor, the representative amount allowed the
Trade Contractor on account of the work performed by his Trade
subcontractor interest therein. The Trade Contractor shall,
by an appropriate agreement with each Trade Subcontractor,
also require each Trade Subcontractor to make payments to his
suppliers and Trade Subsubcontractors in a similar manner."
5. subparagraph 9.6.1 - delete in its entirety and insert the
following:
"The Construction Manager/Architect may decline to approve an
Application for payment if, in his opinion, the application
is not adequately supported. If the Trade Contractor and
Construction Manager cannot agree on a revised amount, the
Construction Manager shall process the Application for the
amount he deems appropriate. The Construction Manager may
also decline to approve any Applications for Payment or,
because of subsequently discovered evidence or subsequent
inspections, he may nullify, in whole or part, any approval
previously made to such extent as may be necessary in his
opinion because of: (1) defective work not remedied: (2) third
party claims filed or reasonable evidence indicating probable
filing of such claims: (3) ~ailure of the Trade contractor to
make payments properly to'Trade Subcontractors or for labor,
materials, or equipment: (4) reasonable evidence that the work
cannot be completed for the unpaid balance of the Contract
Sum; (5) damage to the Construction Manager, the Owner, or
another contractor working at the project: (6) reasonable
evidence that the Work will not be completed within the
contract time: (7) persistent failure to carry out the Work
in accordance with the Contract Documents.
9.6.1.1 No payment shall be made to the Trade Contractor
until certificates of insurance or other evidence of
compliance by the Trade Contractor, within all the
requirements of Article 12, have been filed with the
Owner and Construction Manager. Further, no payments on
the basis of work performed by a Trade Subcontractor
shall be paid until copies of all bonds required by
Paragraph 7.5 and any certificates of insurance required
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805-10
of the Trade Subcontractors under Article 12 have been
filed with the Owner."
6. Subparagraph 9.7 - delete in its entirety.
AR'1'ICLB 11
1. Add new subparagraph 11.1.2.1:
The following coverages are required to be maintained by all
Trade Contractors and subcontractors in any tier throughout
the entire length of the contract and any extensions thereof.
1. Premises and Operation Liability Insurance:
Commercial General Liability Insurance shall be obtained
in amounts of not less than $1,000,000 each occurrence.
Coverage shall specifically include:
a. Bodily injury and property damage liability coverage
for premises and operations.
b. Products and completed operations.
c. Independent contractor's exposures.
d. Property damage resulting from explosion, collapse,
or underground (x,c,u) exposures. .
e.
Blanket contractual
contract.
liability
covering
this
f. Personal injury liability.
g. Broad form property damage liability.
2. Automobile Liability Insurance:
Comprehensive automobile liability insurance shall
include coverage for bodily injury and property damage
liability for a minimum limit of $1,000,000 each
occurrence and shall cover use of owned, non-owned, and
hired vehicles, and include employers' non-ownership
liability coverage.
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805-11
3. Workers compensation and Employers Liability Insurance:
statutory Workers" compensation coverage including
Employers Liability coverage with limits of not less than
$100,000 per person per accident and $500,000 per person
per occurrence for disease. Coverage shall be provided
to cover operations in the state of Florida and the
Voluntary compensation endorsement shall be provided.
Coverage for deferally enacted benefits shall be provided
where applicable.
All insurance policies are required in the name of Monroe
County Board of County Commissioners and Morrison-
Knudsen/Gerrits as Additional Named Insured and provide a
minimum of sixty (60) days notice in the event of termination,
non-renewal or reduction in coverage. Policy language shall
be modified to provide liability coverage for Cross Liability
suits between insureds without increasing the total policy
limits. Monroe County reserves the right to require
additional insurance as may be deemed necessary for any
specific project or work.
Insurers providing coverage(s) must be financially stable and
authorized to do business in the state of Florida. The Monroe
County Board of County Commissioners reserves the right to
reject any insurer that it believes to be unacceptable.
Failure to maintain required insurance coverage in effect will
provide Monroe County, Florida with the option of terminating
the contract upon written notice to the Construction Manager.
certificates expiring during the term of the contract shall
be replaced with new certificates prior to the expiration of
the original certificates.
Complete and certified copies of all insurance contracts shall
be furnished to The Monroe County Board of County
commissioners if requested.
ARTICLE 12
1. subparagraph 12.1.4 - replace the remainder of the paragraph,
after the word "change" in line 25, with the following:
"Pending final determination of cost, payments on account
shall be made as determined by the Construction Manager. The
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805-12
amount of credit to be allowed by the Trade Contractor for any
deletion or change, which results in a net decrease in the
Contract Sum, will be the amount of the actual net cost as
confirmed by the Construction Manager. When both additions
and credits covering related Work or substitutions are
involved in anyone change, the allowance for overhead and
profit shall be figured on the basis of the net increase, if
any, with respect to that change."
2. Add new subparagraph 12.1.6:
"The actual cost of Changes in the Work may include all items
of labor or material, power tools, and equipment actually
used, utilities, pro rata charges for foreman, and all payroll
charges such as Public Liability and Workman's Compensation
Insurance. No percentage for overhead and profit shall be
allowed on items of Social Security and Sales Tax. If
deductions are ordered, the credit shall be the net cost.
Items considered as overhead shall include insurance other
than that mentioned above, bond or bonds, superintendent,
timekeeper, clerks, watchmen, use of small tools, incidental
job costs, and general office expenses. The actual cost of
Changes in the Work (other than those covered by unit prices
set forth in the Contract Documents) shall be computed as
follows:
12.1.6.1 If the Trade Contractor performs the actual
Work, the percentage mark-up for overhead and profit
shall be a maxim~ addition of fifteen percent (15%).
12.1.6.2 If the Trade Subcontractor performs the actual
Work, the percentage mark-up for overhead and profit
shall be a maximum addition of fifteen percent (15%).
If the Trade Contractor does not enter into the Work, the
maximum mark up for managing this work will be ten
percent (10%).
12.1.6.3 If the Trade Subcontractor performs part of the
actual work, his percentage mark-up for overhead and
profit shall be a maximum addition of fifteen percent
(15%) on his direct work only. If the Trade Contractor
performs part of the actual work, his percentage mark-
up for overhead and profit shall be a maximum addition
of fifteen percent (15%) on his direct work only.
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805-13
3. Add new subparagraph 12.1.7:
"The Trade Contractor shall furnish to the Owner through the
Construction Manager, an itemized breakdown of the quantities
and prices used in computing the value of any change that
might be ordered."
4. subparagraph 12.3.1 - delete in its entirety and insert the
following:
"If the Trade contractor claims that any instructions given
to him by the construction Manager, by drawings or otherwise,
involve extra work not covered by the Contract, he shall give
the Construction Manager written notice thereof within three
(3) days after the receipt of such instructions and before
proceeding to execute the work, except in emergencies
endangering life or property, in which case the Trade
Contractor shall proceed in accordance with Paragraph 10.3."
Should it not be clear to the Trade Contractor that a change
will involve extra work, written notice given within three (3)
days that the change may involve extra work will be sufficient
notice. If it is later determined that the work involved in
such instruction shall be recognized as an extra, the amounts
of additional compensation to be paid therefore should be
determined in accordance with Paragraph 13.1. Except as
otherwise specifically provided, no claim for additional cost
shall be allowed unless the notice specified by this
subparagraph is given by the Trade Contractor or unless such
work is performed as provided in subparagraph 12.1.4.
OS/21/91
SUPPLEMENTARY GENERAL CONDITIONS
00805-14
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OWNER l
AlOtmcT
CONTIACTOI
SURElY
OTHEl
CONTRACTOR'S
AffIDAVIT OF
PAYMENT OF
DEBTS AND CLAIMS
AlA Document C706
.... "'. ,
........- -
,
TO (Owner)
r
L
PROJEO:
(name, address)
ARCHITECT'S PROJECT NO:
-, CONTRACT FOR:
-.J CONTRACT DATE:
State of:
County of:
The undersigned. pursuant to Article 9 of the General Conditions of the Contract for Construction, AlA Document
A201, hereby certifies that. except as listed below, he has paid in full or has otherwise satisfied all obligations for all
materials and equipment furnished, for all work, labor, and services performed, and for all known indebtedness and
claims against the Contractor for damages arising in any manner in connection with the performance of the Contract
referenced above for which the Owner or his property might in any way be held responsible,
EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the
0\, ner for each exception,)
SUPPORTING DOCUMENTS ATTACHED HERETO:
1. Consent of Surety to Final Payment. Whenever
Surety is involved, Consent of Surety is required.
AlA DOCUMENT G707, CONSENT OF SURETY,
may be used for this purpose.
Indicate attachment: (yes ) (no ).
The following supporting documents should be at-
tached hereto if required by the Owner:
,. Contractor's Release or Waiver of liens, condi-
tional upon receipt of final payment.
2. Separate Releases or Waivers of liens from Sub-
contractors and material and equipment sup-
pliers. to the extent required by the Owner, ac-
companied by a list thereof.
3, Contractor's Affidavit of Release of liens (AlA
DOCUMENT G70bAl.
CONTRACTOR:
Address:
BY:
Subscribed and Sl\ o~n to before me this
day of
19
Notary Public:
My Commission Expires:
.\!~ DOCU\H'T G706 . cn'TP"(TOR'S AFFIDAVIT OF PAY~\['T ,; [lrgTS ,6,'0 ClAI~IS . APRil lQ-O [DITIO'i
. 1 'f ....,.\. \", ,',-<" "'r,~. ~ r
0'[ ,- ~:
CONTRACTOR'S
AFFlDAvrr OF
RELEASE OF UENS
AlA DOCUMENT G706A
O~
AIlU"W It\.t .
CONlIAC1OI
SUUlY__
OTHER
~
..
..~<'\'
........
TO (Owner)
I
ARCHITECT'S PROJECT NO:
--, CONTRACT FOR:
L
.J CONTRACT DATE:
PROJECT :
(name, address)
State of:
County of:
The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AlA Document
A201, hereby certifies that 10 the best of his knowledge, information and belief, except as listed below, the Releases
or Waivers of lien attached hereto include the Contractor, all Subcontractors. all suppliers of materials and equip-
ment, and all performers of Work, labor or services who have or may have liens against any property of the Owner
arising in any manner out of the performance of the Contract referenced above.
EXCEPTIONS: (If none, write "None", If required by the Owner, the. Contractor shall furnish bond satisfactory to the
Owner for each exception,)
SUPPORTING DOCUMENTS ATTACHED HERETO:
CONTRACTOR:
1. Contractor's Release or Waiver of liens, condi-
tional upon receipt of final payment.
2. Separate Releases or Waivers of liens from Sub-
contractors and material and equipment sup-
pliers, to the extent required by the Owner, ac.
companied by a list thereof.
, Addre~s
BY:
Subscribed and ~\\orn 10 before me thiS
day of
19
Notary Public:
My Commission bpires:
All. DOCU....lfNT C'06A . CO~TRACTOR 5 AFfiDAVIT Of RElE"5f OF tiE'" . "PRll 1970 EDIT10~ . ",,,,!.
~ ...~ r ___
~NSENT Of
~RETY COMPANY
TO RNAL PAYMENT
AlA DOCUMENT C7fI1
OWNER
ARailTECT
CONTIACTOl
SUlfTY
OTHER
B
B
PROJECT:
(n~me, ~ddress)
TO (Owner)
I
I ARCHITECT'S PROJECT NO:
CONTRACT FOR:
L
CONTRACTOR:
.J CONTRACT DATE:
In accordance with the provisions of the Contract between the Owner and the Contractor as Indicated. above the
fMr~ insf'rl n,me .nd .cId~" of Surf'ty Company)
, SURETY COMP,",:W,
on bond of (hf'r~ Ins~rt nlm~ and ,ddr~n of COntl.<lor!
. CO:-.lTRAC-OR,
hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor sha not
relieve the Surety Company of any of its obligations to (h~r~ Ins~rl n~mf' ,nd addr~ss 01 O"'n~'
. 0\', "fR.
as set forth in the said Surety Company's bond
IN WITNESS WHEREOF,
the Surety Company has hereunto set its hand this
day of
19
Surety Company
----- -~- --
Signature of Authorized Representative
Attest:
(Seal):
Tille
NOTE: Thi$ form ;$ 10 be u$ed a$ a companion document to AI" DOCL:\\E~T G706, CO-..TRACTORS AffID"VIT Of P<1 "E" T Of DES" '''D
CLAIMS, Currenl Ed,l,on
." ..... . ... .... -'.'.""". .... ~
MONROE COUNTY
CAPITAL IMPROVEMENTS PROGRAM
PROJECT SAFETY AND HEALTH PLAN
1.1
1.1.1
1.2
1.2.1
REGULATIONS AND POLICIES
Every Trade Contractor and Trade Subcontractor employed
on the Project shall comply with all applicable local,
State, and Federal safety and health regulations and with
Morrison-Knudsen Company, Inc. safety and health policies
as described herein.
PROJECT SAFETY AND HEALTH REQUIREMENTS
It is recognized that it is good business and evidence
of competent leadership to prevent the occurrence of
incidents that lead to occupational injuries or
illnesses. Safety and health requirements on this
project include, but are not limited to, the following:
.1 In general, this accident prevention policy is based
on a sincere desire to eliminate personal injuries,
occupational illnesses, and equipment and property
damage: and to protect the general public exposed
to or associated with the work.
.2 The importance of the safety of all workers on the
project shall be recognized and accident prevention
shall be an integral part of all operations.
.3 Each Trade Contractor and Trade Subcontractor shall
conduct work in a safe and practical manner in
conformance with the OSHA Safety and Health
Regulations and the latest edition of the Manual of
Accident Prevention, Associated General Contractors
of America.
.4 Each Trade Contractor and Trade Subcontractor shall
observe all appl icable Federal, State, local and
project laws and regulations pertaining to safety
and health, pollution control, water supply, fire
protection , sanitation facil i ties I waste disposal
02/11/91
PROJECT SAFETY AND HEALTH PLAN
00970-1
and other related items.
.5 The Mandatory Safety and Health Rules shall be
posted in a conspicuous location along with the OSHA
and Emergency Phone Number posters.
.6 A record of all occupational injuries and illnesses
shall be maintained. Medical and lost time cases
shall be properly recorded on the OSHA log, and
reported to MORRISON-KNUDSEN/GERRITS. A copy of
the insurance report for workmen compensation cases
shall be provided to MORRISON-KNUDSEN/GERRITS.
.7 Each Trade Contractor and Trade Subcontractor shall
provide or arrange for adequate first aid
facili ties, emergency transportation and persons
qualified in first aid.
.8 Each Trade Contractor and Trade Subcontractor shall
cooperate fully with all other contractors in their
respective safety and health programs.
.9 Good housekeeping shall be observed at all times.
waste, debris, and garbage shall be removed daily
or placed in appropriate waste containers. All
materials, tools, and equipment shall be stored in
a safe and orderly fashion. Each contractor shall
donate 10% of their staff to a crew that will
convene every Friday at 1: OOpm for a joint site
clean-up effort not to exc~ed a duration of three
hours. .
This project shall be a Hard Hat job and
supervisors, employees and visitors shall
required to wear a suitable hard hat while on
project site.
.11 other appropriate personal protective equipment
shall be provided and worn as required including but
not limited to long pants, shirts with sleeves and
appropriate leather work boots.
.10
all
be
the
.12 Temporary construction aids such as ladders,
scaffolds, stairs, railings, etc. shall be provided
to facilitate access or working conditions in a
manner that shall conform to the safety standards
specified by Federal, state, Local or manufacturer's
02/11/91
PROJECT SAFETY AND HEALTH PLAN
00970-2
recommendations or stipulations.
.13 Each Trade Contractor and Trade Subcontractor shall
be expected to indoctrinate his employees as to the
safety and health requirements of this project and
to enforce adherence to safe work procedures.
.14 If MORRISON-KNUDSEN/GERRITS notifies any Trade
Contractor of any noncompliance with the provisions
of this program, the Trade Contractor shall make
all reasonable efforts to immediately correct the
unsafe conditions or acts. satisfactory corrective
action shall be taken within the specified time.
If a Trade Contractor or Trade Subcontractor refuse
to correct unsafe or unhealthy conditions or acts,
MORRISON-KNUDSEN/GERRITS shall take one or more of
the following steps:
a. Cease the operation or a portion thereof.
b. stop payment for the work being performed.
c. Correct the situation using other forces and
back charge the Trade Contractor expenses
incurred.
d. Increase retainage in proportional increments
for that given pay period.
.15 All Trade Contractor's Superintendents shall be
required to attend and participate in all general
project safety meetings. These meetings will be
included in the weekly coordination meetings as
previously specified or on an as needed basis.
.16 All Trade Contractors shall conduct Weekly Tool Box
Safety Training Meetings, and shall document the
minutes on the forms provided. These forms are to
be transmitted to Morrison-Knudsen/Gerrits on a
weekly basis. All employees working at the project
site shall be required to attend and participate in
the meetings.
.17 Shortly after the award of the contract and prior
to the beginning of work, an Activity Hazard
Analysis (phase plan) shall be prepared by the
contractor and submi tted to Morrison-Knudsen/Gerri ts
02/11/91
00970-3
PROJECT SAFETY AND HEALTH PLAN
1.3
1.3.1
1.4
1.4.1
.
for approval. The analysis will address the hazards
for each activity to be performed in that phase and
will present the procedures and safeguards necessary
to eliminate the hazards or reduce the risk to an
acceptable level. A phase is defined as an
operation involving a type of work presenting
hazards not experienced in previous operations or
where a new subcontractor or work crew is to perform
work. The analysis will be discussed by the
contractor and Morrison-Knudsen/Gerrits on-site
representatives at the Preparatory Inspection
Meeting. Work will not proceed on that phase until
the Activity Hazard Analysis (phase plan) has been
accepted by Morrison-Knudsen/Gerrits.
FIRE PROTECTION
Every Trade contractor and Trade Subcontractor employed
on the project shall exercise good construction practices
to prevent fire. It shall be the responsibility of the
Trade Contractor to insure that general fire protection
facilities are adequate for his work and to provide
additional fire protection facilities and devices,
including fire extinguishers as required by their scope
of work.
WORK NEAR ENERGIZED ELECTRICAL LINES OR OTHER UTILITIES
It shall be the Trade Contractor's sole and exclusive
responsibility (a) to provide personnel capable of
working adjacent to energized electrical lines or other
utilities; (b) to provide adequate, safe and properly
maintained equipment; (c) to conduct all of his work in
accordance with the safety rules and regulations
prescribed by the National Electric Code, National
Electric Safety Code, H30, and Safety Rules for
Installation and Maintenance of Electrical Supply and
Communication Lines Hand Book 81, Occupational Safety and
Health Act of 1970, as well as other safety codes in
effect at the site of construction and as specified
elsewhere herein, or as are generally applicable to the
type of work being performed: and (d) to continuously
supervise and inspect the work being performed to assure
that the requirements of (a), (b), and (c) above are
complied with and nothing in these Contract Documents
shall be held to mean that any such responsibility is the
obligation of the Owner or the Architect or the
02/11/91
PROJECT SAFETY AND HEALTH PLAN
00970-4
1.5
1.5.1
1.5.2
1.5.3
Construction Manager.
BARRICADES, WARNING DEVICES AND LIGHTING
The Trade Contractor shall be solely responsible for
providing temporary ladders, guard rails, warning signs,
barricades, night guard lights, and deck or floor
closures required in connection with his work to comply
with Federal, state and local safety requirements. The
Trade Contractor shall be solely and exclusively
responsible for the design, construction, inspection and
maintenance of such facilities at all times.
It shall be the responsibility of the Trade Contractor
to provide additional temporary lighting, if needed to
maintain safe conditions.
It shall be the sole and exclusive responsibility of the
Trade Contractor to provide a safe place to work for all
laborers and mechanics and other persons employed on or
in connection with the project, and nothing in these
Contract Documents shall be construed to give any of such
responsibility to the Owner, the Architect, or the
Construction Manager.
02/11/91
PROJECT SAFETY AND HEALTH PLAN
00970-5
MONROE COUNTY
CAPITAL IMPROVEMENTS PROGRAM
CONTRACTOR QUALITY CONTROL PLAN
1.1
MORRISON-KNUDSEN/GERRITS' DUTIES AND RESPONSIBILITIES
1.1.1
1.2
1.2.1
1.2.2
1.2.3
1. 2.4
The Morrison-Knudsen/Gerrits' superintendent will monitor
all work performed by the Trade Contractor to assure
conformance of the work to the Contract Drawings and
Specifications.
TRADE CONTRACTOR'S DUTIES AND RESPONSIBILITIES
The Trade Contractor is responsible for the quality of
the work performed by his work force on this project as
well as the quality of the material, equipment and
supplies furnished by him to be incorporated into the
work.
The Trade Contractor will designate a Quality Control
Representative who will be on site at all times while the
respective Trade Contractorls work is in progress and
will have the authority and responsibility to accept or
reject items of work. The Trade Contractor's Quality
Control Representative may delegate his duties but the
primary responsibility and authority will rest o~ him.
The Trade Contractor I s Qual i ty Control Representative
will coordinate the submittal of all shop drawings,
product data and samples to Morrison-Knudsen/Gerrits.
Any submittal that is a change to the contract
requirements must be identified as such and transmitted
to the Construction Manager for submittal and approval
by the Architect/Engineer or Owner. No work requiring
submittal of a shop drawing, product data or sample shall
commence until the submittal has been reviewed and
approved by the Architect/Engineer.
The Trade Contractor will bear the responsibility of
notifying the designated material-testing laboratory
whether Monroe County or Contractor provided to perform
testing of materials as required by the contract drawings
and specifications in a timely fashion to prevent
needless cancellations and delays of work activities.
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-1
1.2.5
1.2.6
1.3
1.3.1
Any costs caused by untimely notification shall be borne
by the Contractor.
The Trade Contractor I s Qual i ty Control Representati ve
will review his drawings, procurement documents and
contracts to insure that the technical information
provided and all work performed is in accordance with the
latest revisions of the Contract Drawings and
Specifications.
The Trade Contractor I s Qual i ty Control Representative
will perform an inspection upon receipt at the site of
the work of all materials, equipment and supplies
including those furnished to him by the Owner. Notes
from this inspection will be filled out on the
appropriate form and included with the Contractor Daily
Quality control Report. Items which are damaged or not
in conformance with the respective submittals, quality
standards, contract drawings and specifications shall be
brought to the attention of Morrison-Knudsen/Gerrits I
representative on site and then will be identified and
segregated from accepted items. Items thus identified
will not be incorporated into the work until corrective
action acceptable to Morrison-Knudsen/Gerrits is
completed. Items determined unsalvageable will be
removed from the job site. These items shall be noted
as deficient in the applicable section of the Contractor
Daily Quality Control Report.
INSPECTION AND TESTING
INSPECTION PLAN
Morrison-Knudsen/Gerrits utilizes a four-point inspection
plan for each separate feature of work to be performed
under this Trade contract, i.e., work described by each
division of the technical provision section of the
contract specifications. This plan consists of the
following:
.1 Preparatory Inspection - Prior to commencing the
work, the Trade Contractor's Quality Control
Representative will neet with Morrison-
Knudsen/Gerrits' Superintendent and the Architectls
representative if he so desires to attend and check
the following iteDs at a minimum for conformance:
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-2
(a) Approval of shop drawings and submittals.
(b) Approval of inspection and test reports of
materials and equipment to be utilized.
(c) Completion of previous
preliminary work.
operations
of
(d) Availability of materials and equipment
required.
(e) Potential utility outages.
(f) Any other preparatory steps dependent upon the
particular operation.
(g) Quality standards.
(h) Safety or environmental precautions to be
observed. (Phase Hazard)
Note:
Morrison-Knudsen/Gerrits will record the minutes to
this inspection meeting and distribute accordingly
(see attachment).
.2
Initial inspection Upon completion of a
representative sample of a given feature of the
work, the Trade Contractor's Quality Control
Representative witl meet with the Morrison-
Knudsen/Gerrits Superintendent and the Architect's
representative if he so desires to attend and check
the following items at a minimum for conformance:
(a) Workmanship to established quality standards.
(b) configuration to
specifications.
contract
drawings
and
(c) Construction methods, equipment and tools
utilized.
( d) Materials and articles utilized.
(e) Adequacy of testing methods.
( f) Adequacy of shop dra\dngs.
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-3
Note:
.3
Note:
(q) Adequacy of
precautions.
safety
environmental
or
Morrison-Knudsen/Gerrits will record the minutes to
this inspection meeting and distribute accordingly
(see attachment).
Follow-up Inspections The Trade Contractor's
Quality Control Representative will inspect the work
daily to assure the continuing conformance of the
work to the workmanship standards established during
the preparatory and initial inspections.
Additionally, as a part of the follow-up inspection,
sign-off sheets will be utilized as often as
possible. The intent of these sheets are to achieve
concurrence from other trade contractors and
responsible parties that ensuing work can indeed
commence over underlying work. This will prevent
oversights and omissions which elevate costs. Sign-
off sheets shall be used for but not be limited to
concrete, drywall, ceilings, painting, roofing
substrates and flooring. These reports are to be
generated by the appl icable Trade Contractor and
submitted to Morrison-Knudsen/Gerrits'
superintendent for approval prior to the start-up
of work. (See attachment for example of an
acceptable concrete sign-off sheet.)
Failur-e to generate a sign-off sheet or to attain
proper signatures prior to covering up underlying
work may affect payment for that piece of work if
ensuing problems are detected or not. this
disciplinary action shall be carried out via the
Nonconformance Report. (See section 1/4/2 of this
plan. )
The Trade Contractor shall be responsible to record
these inspections and all other project related
activities encountered throughout the day on the
Contractor Daily Quality Control Report (see
attachment) .
.4
completion Inspection - Upon completion of a given
feature of the work, the Trade Contractor's Quality
control Representative will meet with Morrison-
Knudsen/Gerrits' superintendent and the Architect's
02/11/91
CONTRACTOR QUALITY C0t;TROL PLAN
00980-4
representative if he so desires to attend to perform
an inspection of the completed work. Non-conforming
items will be identified and corrected prior to
commencement of the next operation.
Note:
Morrison-Knudsen/Gerrits will record the minutes to
this inspection meeting and distribute accordingly
(see attachment).
1.3.2
OPERATION AND CHECK OUT TESTING
The Trade Contractor will provide personnel and
equipment to perform the operational tests and
checkout of the equipment, facilities or equipment
constructed, fabricated or installed under this
Trade Contract. Morrison-Knudsen/Gerrits'
Superintendent will coordinate and witness all such
tests. Notification should be given at least five
(5) days in advance of the scheduled tests.
1.3.3
FINAL INSPECTION
Morrison-Knudsen/Gerrits' Superintendent will
coordinate and attend all final inspections of the
work by the Architect/Engineer. Requests for
finalizing portions of the work performed under this
Trade contract should be made to Morrison-
Knudsen/Gerri ts' Superintendent at least fifteen
(15) days in advance of the inspection. Prior to
requesting a final inspection, all tests for the
equipment and systems must be completed.
1.4
REPORTING
Maintaining accurate and retrievable records is
extremely important in the Quality Assurance
Program. These records will act as a main source
of information in the present and in the future for
the entire project management team. The main report
that will be utilized to provide this information
is the Daily Qual i ty Control Report. Nonconformance
Reports may also be issued.
1.4.1
DAILY QUALITY CONTROL REPORT
The Daily Quality Control Report shall be used to
document the sumnary of daily inspection activities
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-5
performed by the Trade Contractor's designated
Quality Control Representative. It shall include
any of the four steps of inspection that are
performed that day, all test monitoring and any
rework of nonconforming items. All of the
individual Trade Contractor inspector I s reports will
be assembled into one report with a cover sheet for
each day and submitted by 9:00am of the following
day to a predetermined location so that it can be
routed through the system for review. The original
will be kept within Morrison-Knudsen/Gerrits'
Quality Assurance Program files.
1.4.2
NONCONFORMANCE REPORT
Nonconformance Reports will be issued for work that
is found to be in nonconformance with the contract
documents or the referenced quality standards. The
report will be issued by Morrison-Knudsen/Gerrits.
It is not the intent to routinely and repeatedly
issue nonconformance reports, but to issue them only
after normal enforcement standards have been
exhausted, or if the work performed is a detriment
to the project.
A copy of the Nonconformance Report will be
forwarded to the proj ect Manager for his information
and/or action. It should also be included in the
Trade Contractor's Daily Quality Report package for
general review. .
Nonconformance Reports will be signed off once the
deficient item or items have adequately been
corrected. This will be done by the issuing
Superintendent and proj ect Manager. These sign-
offs will be included with a corresponding
corrective action taken. Significant
nonconformances need to be addressed to prevent
recurrence. The signed-off report will also be
submitted for review.
Work activities affected by a Nonconformance Report
will proportionally counteraffect payments. Whether
that be partial or full retainage will be left up
to the discretion of Morrison-Knudsen/Gerrits'
management team.
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-6
1.5
SUBMITTALS
1.5.1
Submittals are not a direct function of this Quality
Assurance Program. However, submittal samples,
manufacturerls catalog cuts, shop drawings, etc.
should be readily available on site for review at
any time by any representative of the Project
Management Team.
1.6
AUDITS
1.6.1
Morrison-Knudsen/Gerrits may choose at its option
to perform Trade Contractor audits of their
Contractor Quality Control Plan at any time.
Reports of these audit results will be forwarded to
the Project Manager for his action. Any action
items noted during an audit for the Trade Contractor
will be followed up and documented to insure
compliance and avoid recurrence.
1.7
SUMMARY
The intention of this plan is to create a system of
checks and balances that will minimize delays caused
by rework and a lack of planning and maximize
production and insure that the finished product is
one that the entire construction team can pride
themselves in. These goals can be achieved, by
'giving the Owner exactly what he has bought. The
owner will expect no more and through Quality
Assurance, the construction team will provide no
less.
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-7
IBCTIO. 00990
SCBBDOLB O~ DRAWIMGS
Bid packaqe NO.3, site Blectrical , Temporary Power
Bi4 Packaq. .0. 5, site Gra4iDq , caissoDs
Bi4 packaq. .0. 7, CODcrete ~ouD4atioDs
Bi4 Packaq. .0. 9, site PlumbiDq
DRAWING NO. DRAWING TITLB LATEST REVISION DATI
Cover Sheet Rev. 0, 05/17/91
1. 00 Topographic Survey Rev. 0, 05/17/91
1. 01 Master site Plan Rev. 0, 05/17/91
1.03 Preliminary site Rev. 0, 05/17/91
Layout-Central
1. 04 Preliminary site Rev. 0, 05/17/91
Layout-South
1. 05 Rough Grading & Rev. 0, 05/17/91
Drainage-North
1. 06 Rough Grading & Rev. 0, 05/17/91
Drainage-Central
1. 07 Rough Grading & Rev. 0, 05/17/91
Drainage-South
1.08 site utilities Rev. 0, 05/17/91
Central
1. 09 site utilities Rev. 0, 05/17/91
South
1.18 civil Details Rev. 0, 05/17/91
1.19 civil Details Rev. 0, 05/17/91
1. 20 civil Details Rev. 0, 05/17/91
OS/22/91
SCHEDULE OF DRAWINGS
00990-1
DRAWING NO.
DRAWING TITLB LATEST REVISION DATE
3.01
Foundation plan Rev. 0, 05/17/91
Ground Floor
Zone A
3.02
Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone B
3.03
Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone C
3.04
Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone D
3.05
Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone E
3.06
Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone F
3.28
General Notes & Rev. 0, 05/17/91
Abbreviations
3.29
Grade Beam Schedule, Rev. 0, 05/17/91
Foundation Notes &
Typical Details
3.30
Drilled Caisson and Rev. 0, 05/17/91
Cast In Place Column
Schedules & Details
3.31
Foundations Sections Rev. 0, 05/17/91
And Details
11. 01
site Electrical Plan Rev. 0, 05/17/91
OS/22/91
SCHEDULE OF DRAWINGS 00990-2
.BCfIOM 01027
APPLICATIOM FOR PAYKBHT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Procedures for preparation and sub.i ttal of
Applications for Payment.
B. Related sections
1. section 00750 - General Conditions
2. section 00900 - AlA G702/G703
2. section 01370 - Schedule of Values
1. .2 FORMAT
A. AlA G702 - Application and certificate for Payment
including continuation sheets when required.
1..3 PREPARATION OF APPLICATIONS
A. Present required information in typewritten form.
B. Execute certification by notarized signature of
authorized officer.
C. List each authorized Change Order on the form, including
change order number, date and dollar amount.
D. Prepare Application for Final Payment as specified in
section 01700.
1..4 SUBMITTAL PROCEDURES
A. The initial Application for Payment will not be processed
until the construction schedule, the schedule of values,
and the initial submittal schedule have been received by
the Construction Manager, reviewed and approved by the
Architect.
B . Submit an updated construction and submittal schedule
with each Application for Payment.
OS/20/91
APPLICATION FOR PAYMENT
01027 - 1
C. payment Period: Submit once per month, during the last
week of the month. Payment will be made by the Owner
within (30) days thereafter.
D. Work Item Update Listing - this work sheet, prepared by
the Construction Manager, shows the work items which are
being considered for prOC)ress payaents. It is to be
billed from the Contractor's approved schedule of values
and approved changes only. The Contractor aust fill in
percentages of work completed on each line itea or total
dollar amount of Original Suppliers Invoices. Suppliers
Invoices are then attached for payments on materials
stored.
E. Status Meeting - The Contractor's representative and the
Construction Manager review the Contractor'. Work Item
Update Listing. Upon agreement between the two parties,
both the Contractor and Construction Manager will sign
off on the form.
F. Estimate Voucher - The Construction Manager will input
the progress into the computer from the Work Item Update
Listing, and will issue the Estimate Voucher to the
Contractor.
G. Submit waivers as required.
H. Submit three (3) copies of each Application for Payment.
1..5 SUBSTANTIATING DATA
B.
When the Construction Manager and/or Architect requires
substantiating information, submit data justifying dollar
amounts in question.
Provide one copy of data with cover letter for each copy
of submittal. Indicate Application number and date, and
line item by number and description.
A.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01027
OS/20/91
APPLICATION FOR PAYMENT
01027 - 2
SECT:ON 01028
CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. promptly implement change order procedures.
a. Provide full written data required to evaluate
changes.
b. Maintain detailed records of the work done on
a time and material/force account basis.
c. Provide full documentation to the Construction
Manager with each request.
2. Designate in writing the member of the Contractor's
organization authorized to accept changes in the
Work.
3. The Owner will designate in writing the person who
is authorized to execute Change Orders.
B. Related requirements:
1. Agreement: The amounts of established unit prices.
2. Agreement: The amounts of established allowances.
3. Condi tions of the Contract, Article 12 of the
General Conditions:
a. Methods of determining cost or credit to the
Owner resulting from changes in the Work made
on a time and material basis.
b. The Contractor's claims for additional costs.
1..2 DEFINITIONS
A. Change Order, AlA Document G701/CM: Refer to the General
Conditions.
B. construction Change Directive: A written order to the
Contractor, signed by the Owner, MK/Gerri ts and the
Architect, which amends the Contract Documents as
described, and authorizes the Contractor to proceed with
a change which affects the Contract Sum or the Contract
time, for inclusion in a subsequent Change Order.
1..3 PRELIMINARY PROCEDURES
A. A change may be initiated by submitting a Proposal
Request to the Contractor. Request will include:
04/30/91
CHANGE ORDER PROCEDURES
01028 - 1
1. Detailed description of the change, products and
location of the change in the Project.
2. Supplementary or revised Drawings and
Specifications.
3. The projected time span for making the change, and
a specific statement as to whether overtime work is,
or is not, authorized.
4. A specific period of time during which the requested
price will be considered valid.
5. Such request is for information only, and is not an
instruction to execute the changes, nor to stop the
Work in progress.
B. The Contractor may initiate changes by submitting a
written notice to the Construction Manager containing:
1. Description of the proposed changes.
2. statement of the reason for making the changes.
3. Statement of the effect on the Contract Sum and the
Contract Time.
4. statement of the effect on the Work of separate
contractors.
5. Documentation supporting change in the Contract Sum
or the Contract Time, as appropriate.
1..4 CONSTRUCTION CHANGE DIRECTIVE
A. In lieu of Proposal Request, a Construction Change
Directive may be issued for Contractor to proceed with
a change for subsequent inclusion in a Change Order.
B. The Construction Change Directive will describe changes
in the Work, both additions and deletions, with
attachments of revised Contract Documents to define
details of the cnange, and will designate the method of
determining a change in the Contract Sum and change in
the Contract Time.
C. The Owner, Construction Manager, and the Architect will
sign and date the Construction Change Directive as
authorization for the Contractor to proceed with changes.
D. At completion of the change, submit itemized accounting
and supporting data as provided in the Article
"Documentation of Proposals and Claims" of this Section.
E. The allowable costs of such work will be determined as
provided in the General Conditions and Supplementary
Conditions.
F. The Owner, Construction Manager and Architect will sign
and date the Change Order to establish the change in the
04/30/91
CHANGE ORDER PROCEDURES
01028 - 2
.... ~ .~......M.... h. ... _..~...............--......... ........~..-.................. ~ . '" ...- - - .
Contract Sum and in the Contract Time.
G. The Owner and the Contractor will sign and date the
Change Order to indicate their agreement.
1. . 5 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. support each quotation for a lump-sum proposal, and for
each unit price which has not previously been
established, with sufficient substantiating data to allow
evaluation of the quotation.
B. On request provide additional data to support time and
cost computations:
1. Labor required.
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credi t for the work deleted from the Contract,
similarly documented.
6. Overhead and profit.
I f the Trade Contractor performs the actual
Work, the percentage mark-up for overhead and
profit shall be a maximum addition of fifteen
percent (15%).
If the Trade Subcontractor performs the actual
Work, the percentage mark-up for overhead and
profit shall be a maximum addition of fifteen
percent (15%). If the Trade Contractor does
not enter into the Work, the maximum mark-up
for managing this work will be ten percent
(10%) .
I f the Trade Subcontractor performs part of -che
actual Work, his percentage mark-up for
overhead and profit shall be a maximum addition
of fifteen percent (15%) on his direct work
only. If the Trade Contractor performs part
of the actual work, his percentage mark-up for
overhead and profit shall be a maximum addition
of fifteen percent (15%) on his direct work
only.
7. Justification for change in the Contract Time.
c. Support each claim for additional costs, and for the work
done on a t ir..e-and-mater ial/ force account bas is, with
CHANGE ORDER PROCEDURES
01028 - 3
04/30/91
documentation as required for a lump-sum proposal, plus
additional information:
1. Name of the OWner's authorized agent who ordered the
work, and date of the order.
2. Dates and times the work was performed, and by whom.
3. Time record, summary of hours worked, and hourly
rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of use.
b. Products used, listing of quantities.
c. Subcontracts.
5. Signature of Construction Manager's Superintendent,
concurring with quantities.
1..6 PREPARATION OF CHANGE ORDERS
A. The Construction Manager will prepare each Change Order.
B. Change Order form: AlA Document G701/CM.
C. Change Order will describe changes in the Work, both
addi tions and deletions, with attachments of revised
Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment
in the Contract Sum and in the Contract Time.
1..7 LUMP-SUM/FIXED PRICE CHANGE ORDERS
A. Content of Change Orders will be based on either:
1. The Proposal Request and the Contractor's responsive
proposal as mutually agreed between the Owner and
the Contractor.
2. The Contractor's Proposal for a change, as
recommended by the Architect or Construction
Manager.
B. The Owner, Construction Manager and the Architect will
sign and date the Change Order as authorization for the
Contractor to proceed with the changes.
C. The Contractor may sign and date the Change Order to
indicate agreement with the terms therein.
1..8 UNIT PRICE CHANGE ORDER
A. The content of the Change Orders will be based on either:
1. The definition of the scope of the required changes.
2. The Contractor's Proposal for a change, as
recommended by the Architect, or Construction
Manager.
04/30/91
CHANGE ORDER PROCEDURES
01028 - 4
3. Survey of completed work.
B.
The
1.
2.
amounts of the unit prices to be:
Those stated in the Agreement.
Those mutually agreed upon between
Architect and the Contractor.
the
Owner,
C. When quantities of each of the items affected by the
change Order be determined prior to start of the Work:
1. The Owner, Construction Manager and the Architect
will sign and date the Change Order as authorization
for the Contractor to proceed with the changes.
2. The Contractor may sign and date the Change Order
to indicate agreement with the terms therein.
D. When quantities of the items cannot be determined prior
to start of the Work:
1. A Construction Change Directive will be issued
directing the Contractor to proceed with the change
on the basis of unit prices, and will cite the
applicable unit prices.
2. At completion of the change, the cost of such work
will be determined based on the unit prices and
quantities used.
3. The Owner, Construction Manager and the Architect
will sign and date the Change Order to establish the
change in the Contract Sum and in the Contract Time.
4. The Contractor will sign and date the Change Order
to indicate their agreement with the terms therein.
1..9 CORRELATION WITH THE CONTRACTOR'S SUBMITTALS
A. Revise Schedule of Values and Request for Payment forms
monthly to r~cord each change as a separate item of the
Work, and to record the adjusted Contract Sum prior to
submission of Application for Payment.
B. Revise the Construction Schedule to reflect each change
in the Contract Time prior to monthly submissions.
Revise subschedules to show changes for other items of
work affected by the changes.
C. Upon completion of the Work under a Change Order, enter
pertinent changes in Record Documents.
04/30/91
CHANGE ORDER PROCEDURES
01028 - 5
PART 2 - PRODUCTS
NOT USED
fART 3 - EXECUTION
NOT USED
****************
END OF SECTION 01028
04/30/91
CHANGE ORDER PROCEDURES
01028 - 6
SECTION 01200
PROJECT MEETINGS
pART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. project meetings
1..2 The CONSTRUCTION MANAGER'S RESPONSIBILITY
A. construction Manager shall schedule and administer pre-
construction meeting, periodic progress meetings, and
specially called meetings throughout progress of the
Work.
1. Prepare agenda for meetings.
2. Provide notice of each meeting four days in advance
of meeting date, or provide as much advance notice
as possible.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include significant proceedings
and decisions.
6. Reproduce and distribute copies of minutes within
three working days after each meeting.
a. To participants in the meeting.
b. To parties af.fected by decisions made at the
meeting.
c. Furnish three copies of minutes to the
Architect.
B.
Representatives of the Contractors,
suppliers attending meetings shall
authorized to act on behalf of
represents.
subcontractors and
be qualified and
the entity each
C. The Architect and the Owner's Representative may attend
meetings to ascertain that the Work 1S expedited
consistent with the Contract Docuwents and construction
schedules.
1..3 PRE-CONSTRUCTION MEETING
A. Schedule just prior to Notice to Proceed.
B. Location: A central Site designated by the Construct:~n
04/30/91
PROJECT MEETINGS
01200 - 1
Manager.
C. Attendance:
1. The Owner's Representative.
2. The Architect and his professional consultants (as
required).
3. Construction Manager.
4. The Contractor's Superintendent.
s. Major subcontractors.
6. Major suppliers.
7. Others as appropriate.
D. Suggested Agenda:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers.
b. Projected Construction Schedules.
2. critical Work sequencing.
3. Major equipment deliveries and priorities.
4. Project Coordination.
a. Designation of responsible personnel.
s. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change Orders.
e. Applications for Payment.
6. Adequacy of distribution of the Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Office, work and storage areas.
b. The Owner's requirements.
9. Construction facilities, controls and construction
aids.
10. Temporary utilities.
11. Safety and first-aid procedures.
12. security procedures.
13. Housekeeping procedures.
14. Distribute meeting minutes within (3) days.
1..4 WEEKLY PROGRESS MEETINGS
A. The Contractor's Project Manager and/or Superintendent
shall be required to attend a weekly scheduling meeting.
B. Location of the meetings: Project field office of the
Construction Manager.
C. Attendance:
1. The Architect and his professional consultants as
needed.
2. Contractors as appropriate to the agenda.
04/30/91
PROJECT MEETINGS
01200 - 2
. ~ - -.... ..........-.........:. .,.". '"'
3. Suppliers as appropriate to the agenda.
4. Others.
D. suggested Agenda:
1. Review of Work progress since previous meeting.
2. Field observations, problems, conflicts.
3. Problems which impede Construction Schedule.
4. Review of off-site fabrication, delivery schedules.
5. Corrective measures and procedures to regain
projected schedule.
6. Revisions to Construction Schedule.
7. Progress, schedule, during succeeding Work period.
8. Coordination of schedules.
9. Review submittal schedules.
10. Maintenance of quality standards.
11. Pending changes and substitutions.
12. Review proposed changes for:
a. Effect on Construction Schedule and on
completion date.
b. Effect on other contracts of the Project.
13. Other business.
14. Distribute meeting minutes within (3) days.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01200
04/30/91
PROJECT MEETINGS
01200 - 3
SECTIO. 01301
SUBMITTALS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Submit to the Construction Manager, shop drawings,
product data, certifications and samples required
by the technical sections.
2. Prepare and submit with construction progress
schedule, a separate schedule listing dates for
submission and dates for review.
B. Related Sections:
1. section 00750 - GENERAL CONDITIONS
2. Individual submittals required: refer to each
specific section, for certifications, shop drawings,
product data and sample requirements.
1..2 SUBMITTAL IDENTIFICATION
A. This paragraph is included to explain the method for
submittals identification using Section 08710, FINISH
HARDWARE, and the Finish Hardware Schedule as an example.
B. The Contractor shall assign submittal designations
utilizing the following format and system.
C. The number for the first shop drawing submitted under
that section would be 08710-1a, the (1) designating that
this is the first time submitted under Section 08710, and
the (a) signifying that it is the first time a "finish
hardware" schedule has been submitted to the Architect's
office. If this "finish hardware" submittal is marked
"revise and resubmit", the resubmittal would retain the
08710-1 but (a) would be changed to 08710-1b to designate
resubmittal; the next resubmittal, 08710-1c, until this
"finish hardware" item is approved.
D. The second "finish hardware" submittal sent to the
Architect's office would be 08710-2ai if not approved,
then resubmitted under 08710-2b.
OS/20/91
SUBMITTALS
01301 - 1
1..3 SUBMITTAL SCHEDULE
A. The Contractor shall submit within three (3) days of
award of the Contract a preliminary "Submittal Schedule"
to the Construction Manager for review, modification and
response prior to the first application for payment. The
"Submittal Schedule" shall contain the following
information:
1. section number and name.
2. Submittal information required.
3. Date submittal will be received by the Construction
Manager.
4. Time allowed for review of submittal by AlE (in
calendar days).
5. Date submittal will be returned to the Contractor.
6. Material ship and receipt dates.
B. The Contractor shall submit the final "Submittal
Schedule" to the Construction Manager for review and
approval prior to the second application for payment.
Modifications to the approved schedule shall be submitted
to the Construction Manager for review and approval
allowing adequate time for review and response.
C. Submittals received by the Construction Manager on or
before the scheduled date will be processed to meet the
scheduled date.
D. Submittals received by the Construction Manager after the
scheduled date are considered to be not critical and will
be processed as time allows and not necessarily within
the number of calendar days allotted for the review..
E. The Architect and Construction Manager will not be
responsible for delays due to receiving submittals after
the date indicated in the submittal schedule.
1..4 SHOP DRAWINGS
A. Submit shop drawings as single copies in the form of
positive printing reproducible transparencies, commonly
called sepia prints, suitable for reproduction use on dry
print diazo type machines. Sepia prints which cannot be
reproduced will be returned to the Contractor for
resubmittal.
B. Submit four blueline or blackline prints with each shop
drawing submittal.
c. Provide shop drawings as complete submittals (no partial
OS/20/91
SUBMITTALS
01301 - 2
sets) on original drawings or information prepared solely
by the fabricator or supplier.
D. Do not reproduce the Contract Drawings for shop drawing
submittals.
E. Sheet sizes shall not exceed the size of the Contract
Drawings.
F. Each sepia print shall have blank spaces large enough to
accept 4 II X 4" review stamps of the Construction Manager,
the Architect and the Contractor.
sepia print shall carry the following information:
Project name and HLM Project number.
Date.
Names of:
a. The Architect
b. The Construction Manager
c. The Contractor
d. Supplier
e. Manufacturer
Identification of product or material.
Relation to adjacent structure or materials.
Field dimensions, clearly stated as such.
Specification Section number.
Applicable standards such as ASTM or Federal
Specification.
Identification of deviations from Contract
Documents.
Reference to construction drawings by drawing number
and/or detain number.
H. Submit sepia prints without folds either as flat sheets
if size permits, or rolled in tubes.
G.
Each
1-
2.
3.
4.
5.
6.
7.
8.
9.
10.
1..5 PRODUCT DATA
A. Product data such as catalog cuts, brochures or
manufacturer's sheets may be submitted in lieu of sepia
prints if adequately identified. submit five copies of
product data to the Construction Manager.
B. Modify product data sheets to delete information which
is not applicable to the Project. Provide additional
information if necessary to suppler.lent standard
information.
C. Product data sheets that are submitted with extraneous
information not deleted and/or modified will be returned
without review to the Contractor for resubmittal.
OS/20/91
SUBMITTALS
01301 - 3
1 . . 6 SAMPLES
A. Provide samples to illustrate materials, equipment or
workmanship, and to establish standards by which
completed work may be judged.
B. Construct mock-ups as required by the technical sections,
at the project site in a location desiqnated by the
Construction Manager. Construct mock-ups, including
adjacent work required, to demonstrate the final
appearance of the Work.
1..7 CERTIFICATIONS
A. Proved certifications as required by various technical
sections on the Contractor's letterhead stationary.
Certifications shall be identified to this Project, dated
and bear contractor's signature in the same format used
for the owner/contractor agreement.
B. Clearly identify the materials referenced and state that
the material and the intended installation methods, where
applicable, are in compliance with the Contract
Documents. Attach manufacturer's affidavits where
applicable.
1..8 THE CONTRACTOR'S RESPONSIBILITIES
A. Before making submittals to the Construction Manager,
review each submittal, make changes or notations as
necessary to conform to the Contract Documents, identify
such review with review. sta~p and forward reviewed
submittal with comments to the Construction Manager for
review. Return submittals not meeting Contract
requirements to subcontractors and do not forward such
submittals to the Construction Manager.
B. Submit catalog sheets, product data, shop drawings and
where specified, submit calculations, material samples,
color chips or charts, test data, warranties and
guarantees all at the same time for each submittal item.
c. Verify field measurements and product catalog numbers or
similar data.
D. Notify the construction Manager in writing at time of
submission, of deviations in submittals from the
requirements of the Contract Documents.
E. After the construction Manager I s and the Architect I s
OS/20/91
SUBMITTALS
01301 - 4
review, distribute copies with one copy to be maintained
at the Project site for reference use and other copies
distributed to suppliers and fabricators.
F. Do not begin the Work which requires submittals until
return of submittals with the Construction Manager's and
the Architect's stamp and initials indicating review.
G. The Contractor's responsibility for errors and omissions
in submittals is not relieved by the Construction
Manager's or the Architect's review of submittals.
H. The Contractor's responsibility for deviations in
submittals from requirements of the Contract Documents
is not relieved by the Construction Manager's or the
Architect's review of submittals unless the Construction
Manager and the Architect give written acceptance of
specific deviations.
1..9 THE CONSTRUCTION MANAGER'S RESPONSIBILITIES
A. The Construction Manager will review all submittals with
reasonable promptness and coordinate them with
information contained in related documents and checking
for compliance with information given in the Contract
Documents.
B. The Construction Manager will return to the Contractor,
. without review, all submittals not bearing the
Contractor's review stamp or not showing it has been
reviewed by the Contractor.
C. The Construction Manager will make changes or notations
directly on the submittals, identify such review with his
review stamp, sign and forward acceptable submittals on
to the Architect.
D. After the Architect's review, the Construction Manager
will forward submittals to the Contractor and retain one
copy for the Owner. The Contractor shall distribute
copies with one copy to be maintained at the Project Site
for reference use and other copies distributed to
suppliers/fabricators. The Contractor shall supply
copies of reviewed submittals to the Construction Manager
in sufficient quantity to allow proper coordination of
the Contract.
1..le THE ARCHITECTIS RESPONSIBILITIES
A. The Architect will revie',v submittals with reasonable
promptness I checking only for conforrance wi th the design
OS/20/91
SUBMITTALS
01301 - 5
B.
C.
1..11
A.
compliance of the project and compliance with information
given in the Contract Documents.
The Architect will return to the Construction Manager
without review any submittals not bearing the
contractor's or the Construction Manager's review stamp
or not showing that it has been reviewed by the
contractor and the Construction Manager.
The Architect will make changes or notations directly on
the submittal, identify such review with his review
stamp, obtain and record the Architect file copy and
return the submittal to the Construction Manager.
SUBMITTAL REQUIREMENTS
B.
submit one sepia print of shop drawings or one copy of
product data for distribution by the Contractor plus five
copies.
submi t one sample for review. After approval, the
construction Manager will retain the approved sample at
the job site in a secure location, properly indexed and
filed for retrieval.
C.
Accompany submittals with transmittal form in duplicate,
containing:
1. Date.
2. Project name and HLM Project number.
3. Names of:
&. The Architect
, b. Construction Manager
c. The Contractor
d. subcontractor (if applicable)
e. supplier
f. Manufacturer
4. Identification of product or material.
5. specification section number, clearly identified.
6. Reference to construction drawings by drawing
number.
7. The quantity of each shop drawing, product data or
sample submitted.
8. Notification of deviations from the Contract
Documents.
9. other pertinent data.
D. Submittals shall be identified and submitted by
individual technical Specification sections only.
0:,/20/91
SUBMITTALS
01301 - 6
1..12
RESUBMISSION REQUIREMENTS
A. Shop Drawings
1. Review initial drawings as required and resubmit as
specified for initial submittal.
2. Indicate on drawings all changes which have been
made other than those requested by the Construction
Manager or the Architect.
B. Product Data and Samples:
1. Resubmit new data and samples as required for
initial submission.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
****************
END OF SECTION 01301
OS/20/91
SUBMITTALS
01301 - 7
SBCTIO. 01310
PROGRESS SCHEDULBS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Progress schedule.
2. Revisions to schedules
B. Related sections:
1. SCOPE OF WORK
C. Description:
1. Progress Schedules:
Promptly after award of the Contract, prepare and
submit to the Construction Manager, construction
progress schedules for the work, with subschedules
of related activities which are essential to its
progress. Also incorporate manpower loading related
to each activity on the construction schedule.
2. Revisions to Schedule:
Submit revised/updated progress schedules with each
payment application.
1. .2 FORMAT
A. Prepare Progress Schedules as a horizontal bar chart with
separate bar for each major portion of Work or operation,
identifying the first work day of each week.
B. Include numeric manpower loading associated with each
horizontal bar, clearly defined.
c. Sequence of listings: The Specifications.
D. Scale and spacing: to provide space for notations and
revisions.
E. Sheet size: minimum 8 1/2" x 11".
1 . . 3 CONTENT
A. Indicate complete sequence of construction by activity,
with dates for beginning and completion of each element
OS/20/91
PROGRESS SCHEDULES
01310 - 1
of construction.
B. Show the manpower loading for each activity.
c. Identify each item by Specification Section number.
D. Identify work of separate stages and other logically
grouped activities.
E. Identify work of separate floors and other logically
grouped activities.
F. Provide sub-schedules to define critical portions of the
entire schedule.
G. Indicate accumulated percentage of completion of each
item and total percentage of Work completed, as of the
first day of each month.
H. Submit separate schedule of submittal dates for shop
drawings, product data, and samples, including the OWner
furnished products and products identified under
allowances and <;lates reviewed submittals will be required
from the Architect. Reference section 01301 -
Submittals.
I. Indicate delivery dates for the Owner furnished products.
J. Coordinate content with Schedule of Values specified in
section 01370.
1..4 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date'of submittal,
and projected completion date of each activity.
B. Identify activities modified since previous submittal,
major changes in scope, and other identifiable changes.
1. Major changes ~n scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
c. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays and the impact on
the schedule.
2. corrective action recommended and its effect.
3. The effect of changes on schedules of other prime
contractors.
OS/20/91
PROGRESS SCHEDULES
01310 - 2
1. . 5 SUBMITTALS
A. Submit initial schedules within (3) days after award of
Contract.
1. The Construction Manager will review schedules and
return review copy within ten (10) days after
receipt.
2. If required, re-submit within seven (7) days after
return of review copy.
3. Submit revised Progress Schedules with each
Application for Payment.
1..6 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor,
in writing, any problems anticipated by the projections
shown in the schedules.
Note: It is not incumbent upon the Construction Manager
to notify the Trade Contractor when to begin, to
cease, or to resume work nor to give early notice
of faulty or defective work, nor in any way to
superintend so as to relieve the Trade Contractor
of responsibility or of any consequence of neglect
or carelessness.
**************
END OF SECTION 01310
OS/20/91
PROGRESS SCHEDULES
01310 - 3
. ...-...-.----....- '-'-"- -'---
SECTION 01370
SCHEDULE OF VALUES
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Schedule of Values allocated to the various portions
of the Work, submitted within three (3) days after
award of the Contract.
2. Upon request of the Construction Manager, support
the values with data which will substantiate their
correctness.
3. The Schedule of Values, unless objected to by the
Construction Manager, forms the basis for the
Contractor's Applications for Payment.
1..2 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Type schedule on AlA G703 Form: the Contractor's standard
forms and automated printout will be considered by the
Construction Manager upon the Contractor's request.
Identify schedule with:
1. Title of Project and location.
2. The Architect and Construction Manager.
3. Name and Address of the Contractor.
4. Contract designation.'
5. Date of submission.
B. List the installed value of the component parts of the
Work (broken down into labor and material) in sufficient
detail to serve as a basis for computing values for
progress payments during construction.
C. Follow the Specifications as the format for listing
component items.
1. Identify each line item with the number and title
of the respective major section of the
Specifications.
D. Itemize separate line item cost for each of the following
general cost items:
1 . ?-~:::' b i 1 i z at i on.
2. Bends, Insurance and PerGits.
3. General Conditions spread over project duration on
monthly basis.
04/30/91
SCHEDULE OF VALUES
01370 - 1
E. For each major line item list sub-values of major
products or operations under the item.
F. For the various portions of the Work:
1. Include a directly proportional amount of the
contractor's overhead and profit for each item.
2. For items on which progress payments will be
requested for stored materials, break down the value
into:
a. The cost of the materials, delivered and
unloaded, with taxes paid.
b. The total installed value.
3. Submi t a subschedule for each separate stage of work
specified in Section 00300.
G. The sum of values listed in the schedule shall equal the
total contract Sum.
1..3 SUBSCHEDULE OF UNIT MATERIAL VALUES
A. Submit a sub-schedule of unit costs and quantities for:
1. Products on which progress payments will be
requested for stored products.
B. The form of submittal shall parallel that of the Schedule
of Values, with each item identified the same as the line
item in the Schedule of Values.
C. The unit quantity for bulk materials shall include an
allowance for normal waste.
D. Provide unit values for the materials as follows:
1.' Cost of the material, delivered and ~nloaded at the
Site, with taxes paid.
2. Installation costs, including the Contractor's
overhead and profit.
E. The installed unit value mul tipl ied by the quantity
listed shall equal the cost of that item in the Schedule
of Values.
1..4 REVIEW AND SUBMITTAL
A. After review by Construction Manager, revise and resubmit
schedule (and Schedule of Material Values) as required.
B. Resubmit revised schedule in sane manner.
*************
END OF SECTION 1370
04/30/91
SCHEDULE OF VALeES
01370 - 2
.~....,... ._....~..............-
--
ow
SBC.tION 01385
DAILY CONSTROCTION REPORTS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Requirement for Daily Construction Reports by each
Trade Contractor.
2. Scheduled submission times for Daily Construction
Reports.
1..2 FORM AND CONTENT OF DAILY CONSTRUCTION REPORTS
A. Daily Construction Reports shall be submitted by each and
every Contractor performing work on the project. Forms
to be used will be furnished by the Construction Manager.
Items to be addressed on the Report are:
1. Title of Project
2. Name of Trade Contractor
3. Date and day of Report information. For example,
you performed work on Thursday, April 18, 1991, so
you would therefore use "Thursday, 4/18/91." This
holds true even if you did not complete filling out
the Report until Friday, 4/19/91.
4. Contract designation.
s. Note any major Shipments received on that particular
day. .
6. Note major equipment used .that day.
7. Note manpower used, and designate what trades. For
example, if you were the mechanical contractor, you
would also list how many insulators, pipefitters,
etc. that you were also managing, even if they were
subcontractors. In addition, list the names of the
subcontractors that were on-site that day.
8. Note any deficiencies in your work, and corrective
actions taken to resolve the deficiencies.\
9. Note any safety violations discovered, whether or
not caused by your forces.
10. Provide a full description of work performed that
day, and any problems or unusual conditions
discovered.
11. Report is to be signed by the authorized
representat i ve of the contractor, and should the
signature not be legible, print the name of the
signer next to the signature.
04/30/91
DAILY CONSTRUCTION REPORTS
01385 - 1
1..3 SCHEDULE OF SUBMITTING DAILY REPORTS
A. Daily Reports are to be submitted at the designated
location described in the pre-construction meeting.
Contractors are to submit the original of their report,
and should keep a copy for their records. The
Construction Manager's photocopying facilities are not
to be used in the reproduction for submission of the
reports.
B. Submit Daily Reports no later than 9:00am the day
following the day of the work described in that
particular report. No exceptions to this rule will be
accepted. Should contractor fail to comply with these
instructions, the contractor's payment application for
the following month will be held in abeyance until such
time the contractor properly submits the delinquent
reports.
*************
END OF SECTION 1385
04/30/91
DAILY CONSTRUCTION REPORTS
01385 - 2
.......... ..--~.._~ -~ --- _.
I
CONTRACfOR'S DAILY REPORT
t>>ROJEcr.
DATE.
.
CONTRAcrOR:
,
MAJOR SHIPMENTS RECEIVED TODAY MAJOR EQUIPMENT USED
NUMBER OF CRAFTS PERSONNEL LIST SUBCONTRACTORS ON SITE
T
0
T
A
L
DEFICIENCIES NOTED/CORRECTED:
SAFETY VIOLATIONS NOTED/CORRECTED:
FULL DESCRIPTION OF WORK PERFOR\1ED; INCLUDE ANY PROBLEMS:
Ii
I
r Ii
I
,
l
~
ATT'\f'H :''Jf) ~H~J="T T~ ,\'~J='''~'
2ND SHfEI'
CONTRACfOR'S DAILY REPORT SHEET OF
-
PROJECf: WORK DAY:
-
CONTRACf NO.: DATE:
DESCRIPTION OF WORK PERFORMED. Ust activities started, activities completed, delays, reasons
for delays, and reasons for possible future delays.
-
~L & ",
SICTIOlf 01395
DOCUMENT CLARIPICATIOlf REQUISTS (DCR)
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Notification of Construction Manager in the event
errors, field conflicts, and omissions are found in
the Contract Documents.
2. utilization of OCR form.
1..2 FORM AND CONTENT OF DOCUMENT CLARIFICATION REPORTS
A. All errors, field conflicts, and omissions in the
Contract Documents shall be brought to the attention of
the Construction Manager immediately. The OCR is a tool
established to provide expedient clarifications of
contract drawings, specifications or field conflicts.
It is not meant to be a substi tute for good
communication.
B. OCR forms will be as those provided by the Construction
Manager. Items to be addressed on the Report are:
1. OCR Number: This is a unique number used for
logging and tracking the OCR, and will be assigned
by the Construction Manager. .
2. Fill in 'Project', IClient', 'To' and 'Attn'. Since
this information always stays the same, use copies
(like a form letter), so you do not waste time
writing these items again and again.
3. Note Trade Contractor Name.
4. Note Contract Number.
5. Give a brief, clear, concise description of the
problem area under subj ect. The subj ect description
should be distinct enough so that anyone searching
the OCR can detect the problem expeditiously.
6. List the drawing or specification with its.
corresponding detail or page number for reference
to problem area.
7. Once the OCR has been ans'..;ered by either the
Construction Manager, or Architect/Engineer,
distribution wi 11 be made to appl icable contractors.
*************
END OF SECTION 1395
04/30/91
DOCUMENT CLARIFICATION REQUESTS
01395 - 1
o~ DOCUMENT CLARIFICATION REQUEST
No.
Contract No,:
Logged: _ By_
TO:
PROJECT:
CUENT: RTN:
Subject: Repty Req'd. By:
Owg,/Spec. No.: DetaiUSec. No.:
Problem:
.
Problem By: I Dale: I Reviewed By: I Date:
Solution:
-~---~----~- '-
!
-. -~ --
-
Solution By I Dale Reviewed By IDate: i
"--- - .-. n__ ~--- -_.~_._-----
SEC'1'IO. 01410
TESTING LABORATORY SERVICES
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Selection and payment
2. The Contractor submittals
3. Testing laboratory responsibilities
4. Testing laboratory reports
5. Limits on testing laboratory authority
6. The Contractor responsibilities
7. Schedule of inspections and tests
B.
1-
2.
3.
4.
section 00230 - SOIL INVESTIGATION DATA
section 00750 - GENERAL CONDITIONS
section 01700 - CONTRACT CLOSEOUT
Individual Specification Sections: inspections and
tests required, and standards for testing.
1. .2 REFERENCES
A.
ASTM 0-3740 -
Practice for Evaluation of Agencies
in Testing and/or Inspection of Soil
and Rock as Used in Engineering
Design and Construction.
B.
ASTM E-329 -
Recommended Practice for Inspection
and Testing Agencies for Concrete,
Steel, and Bituminous Materials as
used in Construction.
1..3 SELECTION AND PAYMENT
A. The Owner will employ and pay for services of an
independent testing laboratory to perform specified
inspection and testing indicated in technical
Specification sections.
B. Employment of testing laboratory shall in no way relieve
the Contractor of obligation to perform the Work in
accordance with requirements of the Contract Documents.
OS/20/91
TESTING LABORATORY SERVICES
01410 - 1
1..4 QUALITY ASSURANCE
A. Comply with requirements of ASTM E-329 and ASTM 0-3740.
B. Testing laboratory: authorized to operate in the state
of Florida.
C. Testing laboratory staff: maintain a full time
registered Engineer on staff to review services.
D. Testing Equipment: calibrated at reasonable intervals
with devices of an accuracy traceable to either National
Bureau of standards (MBS) standards or accepted values
of natural physical constants.
E. Meet "Recommended Requirements for Independent Laboratory
Qualification", published by American Council of
Independent Laboratories.
1..5 TESTING LABORATORY RESPONSIBILITIES
A. Test samples of mixes.
B. Provide qualified personnel at the Site. Cooperate with
the Architect, Construction Manager and the Contractor
in performance of services.
C. Perform specified inspection, sampling, and testing of
Products in accordance with specified standards. .
D. Ascertain compliance of materials and mixes with
requirements of the Contract Documents.
E. promptly notify the Construction Manager and the
contractor of observed irregularities or non-conformance
of the Work or products.
F. Perform addi~ional inspections and tests required by the
AlE and Construction Manager.
1..7 TESTING LABORATORY REPORTS
A. After each inspection and test, promptly submit tW'o
copies of testing laboratory report to the Construction
Manager, for forwarding to the AlE and the Contractor.
B. Include:
1. Date issued
2. Project title and number
3. Name of inspector
OS/20/91
TESTING LABORATORY SERVICES
01410 - 2
4. Date and time of sampling or inspection
5. Identification of product and Specifications Section
6. Location in the Project
7. Type of inspection or test
8. Date of test
9. Results of test
10. Conformance with the Contract Documents
C. When requested by the Construction Manager or A/E,
provide interpretation of test results.
1..8 LIMITS ON TESTING LABORATORY AUTHORITY
A. The testing laboratory may not release, revoke, alter,
or enlarge on requirements of the Contract Documents.
B. The testing laboratory may not approve or accept any
portion of the Work.
C. The testing laboratory may not assume any duties of the
Contractor.
D. The testing laboratory has no authority to stop the Work.
1..9 THE CONTRACTOR RESPONSIBILITIES
A.
B.
C.
D.
E.
1. .10
A.
Deliver to the testing laboratory at designated location,
adequate samples of materials proposed to be used which
require testing, along with proposed mix designs.
Cooperate with testing laboratory personnel, and provide
access to the Work and to the manufacturer's facilities.
Provide incidental labor and facilities to provide access
to the Work to be tested, to obtain and handle samples
at the site or at source of products to be tested, to
facilitate tests and inspections, storage and curing of
test samples.
Notify the Construction Manager and the testing
laboratory 24 hours prior to expected time for operations
requiring inspection and testing services.
Employ services of a separate qualified testing
laboratory and pay for additional samples and tests which
are beyond the specified requirements.
RETEST RESPONSIBILITY
Where the results of required inspections, tests, or
similar services prove unsatisfactory and do not indicate
OS/20/91
01410 - 3
TESTING LABORATORY SERVICES
compliance with the requirements of the Contract
Documents, the retests shall be the responsibility of the
Contractor regardless of whether the original test was
the Contractor's responsibility.
B. Retesting of the work revised or replaced by the
Contractor is the Contractor's responsibility where
required tests were performed on original work. Costs
and fees for retesting shall be paid by the Contractor.
?ART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01410
OS/20/91
TESTING LABORATORY SERVICES
01410 - 4
SEeTIO. 01510
TEMPORARY UTILITIES
PART 1 - GENERAL
1.1
A.
SUMMARY
Section includes:
1. Temporary utilities required for construction.
PART 2 - PRODUCTS
2.1
A.
2.2
A.
MATERIALS - GENERAL
Materials shall be new, adequate in capacity for the
required usage, not create unsafe conditions, not violate
requirements of applicable codes and standards, and
comply with NEC Art. 305 - Temporary Wiring.
TEMPORARY ELECTRICITY
The Temporary Power Contractor shall furnish, install and
maintain, temporary electric power service for
construction needs throughout the construction period and
shall remove such service on completion of the work.
1. Primary temporary electrical feeder will be
provided, including 3 transformers located per
drawing 1510- TP and as follows:
a. Front Gate.
b. Main Building No~theast Corner.
c. Subcontractor Job Trailer Area.
2. At Front Gate transformer location, the temporary
power contractor shall install a meter, mast, and
main breaker panel Nema 3R, per Detail "A" attached.
The final location of each panel shall be approved
by the Construction Manager.
3. Distribution panel shall be provided by the
temporary power contractor per drawing 1510 - TP and
as follows:
a. Front gate area serving the construction
manager trailer, guard shack and area lights.
(20 ckt. min.)
4. Power centers for miscellaneous tools and equipment
used in the Work will be provided by the Temporary
OS/22/91
01510 - 1
TEMPORARY UTILITIES
Power Contractor as follows:
a. distribution boxes with minimum of four double-
duplex 15 Amp, 120-Volt grounded outlets, with
GFCI Protection for personnel, and one 50 Amp,
240 Volt, 3 wire grounded outlet. See Detail
"B".
b. located so that power is available at any point
of use with not more than 100 ft. power cords.
c. minimum: one power center on each floor.
d. circuit-breaker protection for each outlet.
e. One panel each for Building Areas
A,B,C,D,E,F,K,L,M,N,O,P and Q.
5. The capacity of each power center in 4. above shall
be 120/240 volts single phase, minimum 50 Amps.
6. The Trade Contractors shall notify the Temporary
Power Contractor when unusually heavy loads, such
as for welding and other equipment with special
power requirements, will be connected so that the
Temporary Power Contractor can notify the power
company.
7. Any Trade Contractor requiring service of capacity
or characteristics other than that specified shall
arrange and pay for the additional service.
8. The Temporary Power Contractor shall furnish,
install, and maintain all equipment and wiring
required to distribute the power, up to and
including the power services.
9. The Temporary Power Contractor shall pay all costs
of installation, maintenance, and removal of
temporary services.
10. The Construction Manager will pay the costs of power
needed, including deposits and fees associated with
City Electric.
11. Materials shall be new, and must be adequate in
capacity for required usage, and must not violate
the requirements of applicable codes and standards.
Materials used for temporary service shall not be
reused in the permanent system.
12. The Temporary Power Contractor shall comply with all
applicable requirements specified in National
Electric Code Art. 305 when install ing the temporary
electric power service, shall maintain the system
to provide continuous service and shall modify and
OS/22/91
TEMPORARY UTILITIES
01510 - 2
._......_... ~.............._..,.*~...."US....___."'_...._~_.,,__................._............_,......*...:,.._ __.0#- ...'....-. _ .~_.....'t.........'1._.-...,.. . .... '-
extend the service as the progress of the Work
requires.
13. Wiring for Trade Contractor field offices and sheds
shall be installed by the Temporary Power Contractor
and paid for by the Trade Contractor requiring the
service.
14. The Temporary Power Contractor shall completely
remove all temporary materials and equipment at
Project Completion. Underground lines may be
disconnected and abandoned in place with approval
of the Construction Manager.
15. Feeders to distribution panels from distribution
shed shall be 400 feet maximum length, with two hot
legs and one neutral of the same size as per NEC
Table 310-16 and Article 210-19a FPN.
16. Circuits to Power Centers from Distribution Panels
shall be installed per NEC Art. 305.
17. Feeders and Branch circuits in 15. and 16. above
shall be protected from physical damage.
18. See Detail "C"
requirements.
for
temporary
power
shed
2.3 TEMPORARY SITE LIGHTING
The Temporary Power Contractor shall install and maintain area
lights on the meter poles as shown in Detail "A", 2 lights per
pole, 6 total.
Temporary Lighting required for construction will be by others,
except that the power will come from the panels and power centers
covered under section 2.2 TEMPORARY ELECTRICITY.
2.4
TEMPORARY TELEPHONE SERVICE
A.
The Temporary Power Contractor shall be responsible for
arranging with local telephone service company, to
provide telephone service at the construction site.
Service required:
1. Three lines in Construction Manager's Field Office.
2. Two pay phones.
Costs of maintenance and service will be paid by
Construction Manager.
B.
Each Trade Contractor shall be responsible for arranging
with the local telephone service company to provide
OS/22/91
TEMPORARY UTILITIES
01510 - 3
telephone service at the construction site for the use
of his personnel and employees. The Trade Contractor
shall pay all costs for installation, maintenance,
removal and service charges for such service. The
Construction Manager will not act as an answering service
for Trade Contractor's personnel and employees, and Trade
Contractor's personnel and employees will not be
permitted to utilize the Construction Manager's phones
except in cases of an emergency.
2.5 CONTINUING TEMPORARY ELECTRICITY MAINTENANCE
2.6
A.
At the option of the Owner, the Temporary Power
Contractor shall provide a minimum of 1 person full time
for the duration of the construction, estimated to be 18
months. This person will maintain, relocate and repair
the temporary utilities covered under Articles 2.2, 2.3
and 2.4. The bid for this work shall be based on an
hourly rate for licensed electrician.
TEMPORARY LIGHTING
The Electrical Trade Contractor will be responsible for
the installation of the permanent electrical system and
shall also furnish, install and maintain temporary
lighting for construction needs throughout the
construction period and shall remove such temporary
lighting on completion of the Work.
1. Temporary artificial lighting shall be provided in
enclosed Work areas and all other work areas when
natural lighting does not meet minimum requirements.
Temporary artificial lighting in Work areas shall
produce uniform illumination of 20-foot candles.
2. Any Trade Contractor requiring temporary lighting
in addition to that specified, including lighting
for security, temporary offices, storage, shops and
other construction buildings, shall arrange and pay
for such additional temporary lighting.
3. Power requirements and source will be coordinated
with Article 2.2 above.
4. The Electrical Contractor shall comply with the
applicable requirements specified in sections of
Division 16 - Electrical. Materials shall be new,
and must be adequate for required usage, and must
not violate requirements of applicable codes and
standards.
5. Receptacles, fixtures and controls shall be standard
products, meeting UL standards.
6. The Electrical Contractor shall comply with all
applicable requirements specified in sections of
Division 16 Electrical, when installing the
OS/22/91
TEMPORARY UTILITIES
01510 - 4
._.._._-"*.....-.~...- ..
temporary lighting, shall locate fixtures to provide
full illumination of required areas, shall maintain
the system to provide continuous service, and shall
modify and extend the service as the progress of the
Work requires.
7. The Electrical Contractor shall completely remove
temporary materials and equipment at Project
Completion, except for high voltage underground.
2.7 TEMPORARY WATER
A.
B.
C.
D.
E.
2.8
Site Plumbing Contractor will arrange
service company, to provide water for
purposes.
Site Plumbing Contractor will provide temporary water at
locations of two (2) fire hydrants on fire water loop as
directed by Construction Manager; fire water loop will
be charged to provide construction water.
with utility
construction
The Construction Manager will pay for water used for
temporary construction purposes.
Building Plumbing Contractor will maintain temporary
water systems, and will remove temporary water
appurtenances at completion of project.
Each Trade Contractor shall be responsible for providing
any additional water (if needed) for construction
purposes. In addition, each Trade Contractor is
responsible for providing potable drinking water for his
personnel and employees, as well as suitable containers,
ice and salt tablets in sufficient quantity to meet the
needs of his labor force.
TEMPORARY HEATING, COOLING AND VENTILATING
Each Trade Contractor shall be responsible for providing, and
operating and maintaining temporary heating, cooling and
ventilating, as required, to maintain adequate environmental
conditions to facilitate the progress of his Work; to meet
minimum condition for the installation of materials; and to
protect materials and finishes from damage due to temperature
or humidity. Each Trade Contractor, subject to the approval
and direction of the Construction Manager, shall:
1. Provide adequate forced ventilation of enclosed
areas for curing of installed materials, to disperse
humidity, and to prevent hazardous accumulations of
dust, fumes, vapors, or gases.
OS/22/91
01510 - 5
TEMPORARY UTILITIES
2. If portable heaters are required, utilize only UL
approved units complete with controls.
3. Insure that all safety devices specified for
operation of equipment are functioning properly.
4. Pay all costs of providing, operating, maintaining,
and removing such temporary heating, cooling, and
ventilating equipment as may be required.
The foregoing obligations of the Trade Contractor are in
addition to his obligations under Article 10 of the General
Conditions.
2.9
TEMPORARY SANITARY FACILITIES
A.
The Owner will provide sanitary facilities in compliance
with laws and regulations.
B.
The Owner will service, clean and maintain facilities and
enclosures.
2.10
TEMPORARY FIRE PROTECTION
The Trade Contractor responsible for the installation of the
permanent fire protection system shall furnish, install and
maintain temporary fire protection equipment, materials,
supplies and service within the buildings throughout the
construction period in accordance with the requirements of all
applicable codes and standards. Each floor shall have a
temporary fire protection system. Each Trade Contractor will
be responsible for fire protection required for his own work.
OS/22/91
TEMPORARY UTILITIES
01510 - 6
2.11
A.
B.
C.
h'_~ _.., .~~...._. ~. ._ ___."..~ _......,. ~._' ..._._
REMOVAL
Completely remove temporary materials and equipment when
their use is no longer required.
Clean and repair damage caused by temporary installations
or use of temporary facilities.
Restore permanent facilities used for temporary services
to specified condition.
1. Prior to final inspection, the Trade Contractor
responsible for the permanent building lighting
system, shall remove temporary lamps and install new
lamps.
2. The Trade Contractor responsible for the building
mechanical system shall replace filters and worn or
consumed parts of mechanical equipment.
***************
END OF SECTION 01510
OS/22/91
TEMPORARY UTILITIES
01510 - 7
Detail "A"
Tyoical 120/240 Volt Meter
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Transformer Pole By Others
100 W H.P.S. ABCA Light
wi P.E. Control 201 +1- M.H.
(2 per pole)
3.3/0 in 2" Rigid
~ ~---------- city Electric Meter
.~ -----------
11----
,~
------ .
-------. 8 I Driven Ground
per N.E.C.
Note 1 - Mount main and
panel on 3/4 COX plywood
and mount plywood to pole.
100 Amp Main Breaker, or
100 Amp Distribution Panel with
Main Beaker (Note 1)
Detail "B"
, c------.____.____.
12/2 Romex to Lighting
Stringers Typical
rn. -
----------
__-- 50 Amp Sub Feed Panel
Typical
_____-----12/2 Romex Typical
--------
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Cover Typical
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----
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Board Typical
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ote: Construction E.C. to provide, install and maintain area stringer lighting
from existing temporary elect. See 2..3 of 01510 Temp. utilities Spec.
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Detail "C"
size all conduit, conductors, grounds, etc. to NEC Standards, install per Art.
305.
Provide 8' x 6' X 71 high wood shed m1n1mum with 1 4' fluorescent,
locking access door, weatherproof & ventilated fan.
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Panel "A" - 3 phase 4 wire 480/277 volt Nema 1 surf mt Panel Board 600 amp, 24
branch ckt, 600 amp main ckt breaker & 1-300 amp branch cb 3-phase.
Transformer - Sq D #225T3H or equal 480 Primary (Delta) - 120/208 Y secondary.
Panel "B" - 3 phase 4 wire 120/208 volt Nema 1 surf mt Panel Board 600 amp MeB,
with 18 2 pole 50 amp branch circuit breakers & 1 sp/20 amp.
Panel "e" - (At trailer staging area) 400 amp.MCB Nema 3R 42 circuit Panel Board
with 20 2 pole 50 amp ckt breakers 120/208 3-phase.
Note: All materials become the property of the Owner at completion of the
project.
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SECTION 01520
CONSTRUCTION AIDS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Construction aids
2. Temporary enclosures
1.2 REQUIREMENTS OF REGULATORY AGENCIES
B.
Comply with Federal,
regulations.
State and local codes and
PART 2 - PRODUCTS
2..1 MATERIALS - GENERAL
A. Materials may be new or used, suitable for the intended
use and shall not violate requirements of applicable
codes and standards.
2..2 CONSTRUCTION AIDS
A. Each Trade Contractor shall be responsible for
furnishing, installing, maintaining, and removing on
completion of the Work all scaffolds, staging, ladders,
stairs, ramps, runways, platforms, railings, chutes, and
other such facilities and equipment required by his
personnel to insure their safety and facilitate the
execution of the Work.
1. Each Trade Contractor shall comply with all Federal,
State and local codes, laws and regulations
governing such construction aids.
2. Each Trade Contractor shall relocate such
construction aids as required by the progress of
construction, by storage or work requirements, and
to accommodate the legitimate requirements of the
Owner or Construction Manager or other separate
contractors employed at the site.
3. Each Trade Contractor shall completely remove
temporary scaffolds, access, platforms, and other
such materials, facilities, and equipment, at the
completion of the Work or when construction needs
can be met by the use of the permanent construction,
04/09/91
CONSTRUCTION AIDS
01520 - 1
provided the Construction Manager has approved and
authorized such use. Each Trade Contractor shall
clean up and shall repair any damage caused by the
installation or by the use of such temporary
construction aids. Each Trade Contractor shall
restore any permanent facilities used for temporary
purposes to their specified condition.
The foregoing obI igations of the Trade Contractor are in
addition to his obligations under Article 10 of the General
Conditions.
2 . . 3 TEMPORARY ENCLOSURES
A. The Trade Contractor responsible for installing the
permanent closure in an opening in an exterior wall shall
be responsible for installing, maintaining, and removing,
as the Work progresses, a temporary weather-tight
enclosure for that opening as necessary to provide
acceptable working conditions, to provide weather
protection for interior materials, to allow for effective
temporary heating, and to prevent entry of unauthorized
persons.
1. Each Trade Contractor shall install such temporary
enclosures as soon as is practical after the opening
is constructed or as directed by the Construction
Manager.
2. Temporary enclosures shall be removable as necessary
for the Work and for handling of materials.
3. Temporary enclosures shall be completely removed
when construction needs can be met by the use of the
permanent closures.
4. The T,rade Contractor responsible for providing,
maintaining, and removing the temporary enclosure
shall clean and shall repair any damage caused by
the installation of such enclosure.
5. Each Trade Contractor shall remain responsible for
insuring that his work, material, equipment,
supplies, tools, machinery, and construction
equipment is adequately protected from damage or
theft and shall provide, maintain and remove such
addi tional temporary enclosures as may be deemed
necessary.
The foregoing obligations of the Trade Contractor are in addition
to his obligations under Article 10 of the General Conditions.
****************
END OF SECTION 01520
04/09/91
CONSTRUCTION AIDS
01520 - 2
SECTION 01550
ACCESS ROADS AND PARKING AREAS
A. Each Trade Contractor shall be responsible for installing
and maintaining, until the completion of his Work any
temporary access roads or parking facilities required by
his Work, other than that which has been provided by the
Owner.
B. Any Trade Contractor excavating across an access road or
parking area shall backfill and compact his excavation
and resurface the road or parking area to match the
existing surface. The Trade Contractor shall comply with
all applicable Specifications when so doing.
04/09/91
ACCESS ROADS AND PARKING AREAS
01550 - 1
SECTION 015&0
TEMPORARY CONTROLS
PART 1 - GENERAL
1..1 SUMMARY
A. section Includes:
1. Water control
2. Dust control
3. Erosion and sediment control
4. Pollution control
B. Related sections:
1. SCOPES OF WORK
1..2 WATER CONTROL
A. site Grading Contractor shall grade site to drain.
B.
Protect site from puddling or running water.
water barriers to protect site from soil
Maintain excavations free of water. Provide,
and maintain pumping equipment.
Provide
erosion.
operate,
1..3 DUST CONTROL
A. Execute the Work by methods to minimize raising dust from
construction operations.
B. Provide positive means to prevent airborne dust from
dispersing into atmosphere.
1..4 EROSION AND SEDIMENT CONTROL
A. Plan and execute construction by methods to control
surface drainage from cuts and fills, from borrow and
waste disposal areas. Prevent erosion and sedimentation.
B. Minimize amount of bare soil exposed at one time.
C. Provide temporary measures such as berms, dikes, and
drains, to prevent water flow.
D. Construct fill and waste areas by selective placement to
avoid erosive surface silts or clays.
OS/20/91
TEMPORARY CONTROLS
01560 - 1
E. Inspect earthwork to detect evidence of erosion and
sedimentation; promptly apply corrective measures.
1..5 POLLUTION CONTROL
A. Provide methods, means, and facilities to prevent
contamination of soil, water, and atmosphere from
discharge of noxious, toxic substances, and pollutants
produced by construction operations.
Two (2) 30 c.y. trash containers will be provided by the Owner.
The Masonry Contractor shall be responsible to provide his own
trash dumpsters for masonry waste disposal. Trash containers shall
be located in trash accumulation areas designated by the
Construction Manager. Each Contractor each day shall collect and
deposit in the containers, all rubbish, waste materials, debris,
and other trash from his operations, (excluding masonry), including
any trash generated by his employees during lunch periods or coffee
breaks.
***************
END OF SECTION 01560
OS/20/91
TEMPORARY CONTROLS
01560 - 2
SECTION 01590
FIELD OFFICES AND SHEDS
A. The Trade Contractor, if he deems it necessary, may
furnish, install, and maintain a temporary field office
for his use and the use of his employees during the
construction period.
B. The Trade Contractor shall furnish, install, and maintain
temporary storage and work sheds to adequately protect
his work, materials, equipment, supplies, tools,
machinery, and construction equipment from damage and
theft.
C. The Trade Contractor shall arrange his field office and
sheds so as not to interfere with the construction. The
locations of field offices and sheds shall be coordinated
with the Construction Manager. The type, size and
location of field offices and sheds is subject to
approval by the Construction Manager.
D. The Trade Contractor shall arrange and pay for temporary
electricity and, telephone service for his field office
and sheds, if he should require such services.
E. The Trade Contractor shall relocate his field office and
sheds as directed by the Construction Manager, at no
additional cost to the Owner or Construction Manager.
F. The Trade Contractor shall completely remove his field
office and sheds on completion of the Work or when
directed by the Construction Manager. The Trade
Contractor shall remove all debris and rubbish and shall
place the area in a clean and orderly condition.
G. The Construction Manager as soon as reasonably possible
will establish a field office on the site and will
maintain such an office during the entire construction
period. The Construction Manager's field office will
not be used as field office by the Trade Contractor or
his employees.
**************
END OF SECTION 01590
04/09/91
FIELD OFFICES AND SHEDS
01590 - 1
SBCTION 015'5
CONSTRUCTION CLEAHING
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Cleaning during progress of work.
1..2 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with
codes, ordinances, regulations, and anti-pollution laws.
1. Do not burn or bury rubbish and waste materials on
Project site.
2. Do not dispose of volatile wastes such as mineral
spirits, oil or paint thinner in storm or sanitary
drains.
PART 2 - PRODUCTS
2 . . 1 MATERIALS
A. Use only those cleaning materials which will not create
hazards to health or property and which will not damage
surfaces.
B. Use only those cleaning materials and methods recommended
by manufacturer of the surf~ce material to be cleaned.
C. Use cleaning materials only on surfaces recommended by
cleaning material manufacturer.
D. Swee{:ing compounds used in cleaning operations shall
leave no residue on concrete floor surfaces that may
affect installation of finish flooring materials.
PART 3 - EXECUTION
3..1 DURING CONSTRUCTION
A. Execute cleaning to keep the Work, the Site and adjacent
properties free from accumulations of waste materials,
rubbish and windblown debris, resulting from construction
operations.
04/09/91
CONSTRUCTION CLEANING
01595 - 1
B. Provide on-site containers for the collection of waste
materials, debris, and rubbish.
C. Dispose of waste materials, debris and rubbish off the
site.
3..2 DUST CONTROL
A. Clean interior spaces prior to the start of the finish
painting and continue cleaning on an as-needed basis
until painting is finished.
B. Schedule operations so that dust and other contaminants
resulting from cleaning process will not fall on wet or
newly-coated surfaces.
C. Handle materials in a controlled manner with as little
handling as possible; do not drop or throw materials
form heights.
************
END OF SECTION 01595
04/09/91
CONSTRUCTION CLEANING
01595 - 2
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Products
2. Transportation and handling
3. storage and protection
4. Security
1..2 PRODUCTS
A. Products: means new material, machinery, components,
equipment, fixtures, and systems forming the Work. Does
not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work.
Products may also include existing materials or
components required for reuse.
B. Do not use materials and equipment removed from existing
premises, except as specifically permitted by the
Contract Documents.
C.
Provide interchangeable components
manufacturer, for similar components.
of
the
same
1..3 TRANSPORTATION AND HANDLING
A. The Trade Contractor shall be responsible for the
transportation of all materials and equipment furnished
under this contract. The Trade Contractor shall also be
responsible for loading, receiving and Off-loading at
the site all material and equipment installed un der this
Contract, whether furnished by the Trade Contractor or
the Owner. Unless otherwise provided, the Construction
Manager will not accept delivery on behalf of the Trade
Contractor for his materials and equipment. The Trade
Contractor shall be responsible for coordinating the
installation within the buildings of equipment that is
too large to pass through finished openings.
B. Transport and handle products in accordance with
manufacturer's instructions.
04/09/91
MATERIAL AND EQUIPMENT
01600 - 1
C. Promptly inspect shipments to assure that products comply
with requirements, quantities are correct, and products
are undamaged.
D. Provide equipment and personnel to handle products by
methods to prevent soiling, disfigurement, or damage.
1..4 STORAGE AND PROTECTION
The Trade Contractor shall be responsible for the proper
storage of all materials, supplies, and equipment to be
installed under this Contract. Materials stored on site but
not adequately protected will not be included in estimates for
payment. Except for materials stored within designated and
approved storage sheds, vans, or trailers, the Trade
Contractor shall not bring onto nor store in any manner at the
site any materials and equipment which will not be
incorporated into the permanent Work within seven (7) days
from the delivery date. The Trade Contractor shall be
responsible for arranging and paying for the use of property
off the site for storage of materials and equipment as may be
required.
1..5 SECURITY
A. Each Trade Contractor shall be totally responsible for
the security of his work, materials, equipment, supplies,
tools, machinery, and construction equipment.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
*************
END OF SECTION 01600
04/09/91
MATERIAL AND EQUIPMENT
01600 - 2
SECTION 01630
POST-BID SUBSTITUTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Post-bid substitutions
1.2 SUBSTITUTIONS
A. Base Bid shall be in accordance with the Contract
Documents.
B. After the end of the bidding period, substitution
requests will be considered only in the case of:
1. Product unavailability
2. Other conditions beyond the control of the
Contractor.
C. Submit a separate request for each substitution. Support
each request with the following information:
1. Complete data substantiating compliance of proposed
substitution with requirements stated in Contract
Documents:
a. Product identification, including
manufacturer's name and address.
b. Manufacturer's li~erature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which
product has been used and date of each
installation.
2. Itemized comparison of the proposed substitution
with product specified, listing significant
variations.
3. Data relating to changes in construction schedule.
4. Effects of substitution on separate contracts.
5. List of changes required in other work or products.
6. Accurate cost data comparing proposed substitution
with product specified.
a. Amount of net change to Contract Sum.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance services,
04/09/91
POST-BID SUBSTITUTIONS
01630 - 1
sources of replacement materials.
D. Substitutions will not be considered for acceptance when:
1. A substitution is indicated or implied on shop
drawings or product data submittals without a formal
request from Bidder.
2. Acceptance will require substantial revision of
Contract Documents.
3. In judgement of Architect or Construction Manager,
the substitution request does not include adequate
information necessary for a complete evaluation.
4. Requested directly by a subcontractor or supplier.
E. Do not order or install substitute products without
written acceptance of Construction Manager.
F. Architect will determine acceptability of proposed
substitutions.
G. No verbal or written approvals other than by Change Order
will be valid.
1..3 CONTRACTOR'S REPRESENTATION
A. In making formal request for substitution the Contractor
represents that:
1. The proposed product has been investigated and it
has been determined that it is equivalent to or
superior in all respects to the product specified.
2. The same warranties or bonds will be provided for
the substitute product as for the product specified.
3. Coordination and installation of the accepted
substitution into the Work will be accomplished and
changes as may be required for the Work to be
complete will be accomplished.
4. Claims for additional costs caused by substitution
which may subsequently become apparent will be
waived by the Contractor.
5. Compl6te cost data is attached and includes related
costs under the Contract, but not:
a. Costs under separate contracts.
b. Architect's costs for redesign or revision of
Contract Documents.
1..4 POST-BID SUBSTITUTION FORM
A. The form is attached to this section.
B. Substitutions will be considered only when the attached
form is completed and included with the submittal with
back-Up data.
04/09/91
POST-BID SUBSTITUTIONS
01630 - 2
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
04/09/91
POST-BID SUBSTITUTIONS
01630 - 3
TO: Project Architect
HANSEN LIND MEYER INC.
c/o Morrison-Knudsen/Gerrits
P.O. Box 5283 5090 Jr. College Road, Key West, Fl. 33040
(305)292-7845 FAX (305)292-9697
We hereby submit for your consideration the following product instead of
the specified item for the above project:
DRAWING NO.
DRAWING NAME
SPEC. SEC.
SPEC. NAME
PARAGRAPH
SPECIFIED ITEM
Proposed Substitution:
Attach complete information on changes to Drawings and/or Specifications
which proposed substitution will require for its proper installation.
Submit with request necessary samples and substantiating data to prove
equal quality and performance to that which is specified. Clearly mark
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality are
of equal performance and assumes liability for equal performance, equal
design and compatibility with adjacent materials.
Submitted By:
Title
Signature
Firm
Address
Date
Telephone
signature shall be by person having authority to legally bind his firm to
the above terms. Failure to provide legally binding signature will result
in retraction of approval.
For use by the Architect:
____Recommended ____Recommended as noted
____Not Recommended ____Received too late
For use by the Owner:
____Approved
____Not Approved
____Insufficient data received
____Approved as noted
By
By
Date
Date
r,'!('\O/01
""C:'T'-RTn C:PPC:'T'T'T'p'T'TrPC'
(\, c ;0 0. _A
Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings?
Yes
No
If yes, clearly indicate changes.
B. will the undersigned pay for changes to the building design,
including engineering and detailing costs caused by the requested
substitution?
Yes
No
If no, fully explain:
C. What effect does substitution have on other Contracts or other
trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same
Different. Explain:
F. Reason for Request:
G. Itemized comparison of specified item(s) with the proposed
substitution; list significant variations:
H. This substitution will amount to a credit or extra cost to the Owner
of: dollars ($ ) .
I. Designation of maintenance services and sources:
(Attach additional sheets if required.)
****************
END OF DOCUMENT 01630
SBCTIOR 01650
STARTING OF SYSTEMS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Starting systems
2. Demonstration and instructions
3. Testing, adjusting, and balancing
B. Related sections:
1. SECTION 01700 - CONTRACT CLOSEOUT
1..2 STARTING SYSTEMS
A. Coordinate schedule for start-up of various equipment and
systems.
B. Notify the Construction Manager seven days prior to
start-up of each item.
C. Verify that each piece of equipment or system has been
checked for proper lubrication, drive rotation, belt
tension, control sequence, or other conditions which may
cause damage.
D. Verify that tests, meter readings, and specified
electric~l characteristics agree with those required by
the equipment or system manufacturer.
E. verify wiring and support components for equipment are
complete and tested.
F. Execute start-up under supervision of responsible
manufacturer's representative in accordance with
manufacturer's instructions.
G. Execute start-up under supervision of the responsible
Contractors' personnel in accordance with manufacturer's
instructions.
H. When specified in individual Specification Sections,
require manufacturer to provide authorized representative
to be present at the site to inspect, check and approve
equipment or system installation prior to start-up, and
04/09/91
STARTING OF SYSTEMS
01650 - 1
to supervise placing equipment or system in operation.
I. Submit a certified written report that equipment or
system has been properly installed and is functioning
correctly.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01650
04/09/91
STARTING OF SYSTEMS
01650 - 2
SECTION 01670
SYSTEMS DEMONSTRATIONS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Procedures for demonstration of equipment operation
and instruction of the Owner's personnel.
1..2 QUALITY ASSURANCE
A. When specified in individual Sections, provide
manufacturer's authorized representative to demonstrate
operation of equipment and systems, instruct the Owner's
personnel and provide written report that demonstrations
and instructions have been completed.
B. The Owner will provide list of personnel to receive
instructions, and will coordinate their attendance at
agreed-upon times.
1. . 3 SUBMITTALS
A. Submit preliminary schedule for the Owner's approval,
listing times and date for demonstration of each item of
equipment and each system, two weeks prior to proposed
dates.
B. Provide operating and maintenance manuals to owner (4)
weeks prior to demonstrations.
C . Submit reports wi thin one week after completion of
demonstrations, that demonstrations and instructions have
been satisfactorily completed. Give time and date of
each demonstration, and hours devoted to demonstration,
with a list of persons present.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
3..1 PREPARATION
04/30/91
SYSTEMS DEMONSTRATIONS
01670 - 1
A. Verify equipme:!'lt has been inspected alid put into
operation; testing, adjusting, and balancing has been
performed; and equipment and systems are fully
operational.
B.
Have copies
manuals at
instructions.
of completed operation and maintenance
hand for use in demonstrations and
3..2 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of equipment and
systems to the Owner's personnel two weeks prior to date
of final inspection. For equipment requiring seasonal
operation, perform instructions for other seasons within
six months.
B. Use operation and maintenance manuals as basis of
instruction. Review contents of manual with personnel
in detail to explain aspects of operation and
maintenance.
C. Demonstrate start-up, operation, control, adjustment,
maintenance, servicing, trouble-shooting and shutdown of
each item of equipment at agreed-upon times, at
designated location.
D. Prepare and insert additional data in operations and
maintenance manuals when need for additional data becomes
apparent during instructions.
3..3 TIME ALLOCATED FOR INSTRUCTIONS
A. The amount of time required for instruction on each item'
of equipment and system is specified in individual
sections.
**************
END OF SECTION 01670
04/30/91
SYSTEMS DEMONSTRATIONS
01670 - 2
SECTION 01700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Closeout procedures
2. Adjusting
B. Related sections:
1. SECTION 01027 - APPLICATION FOR PAYMENT
2. SECTION 01650 - STARTING OF SYSTEMS
3. SECTION 01730 - OPERATION AND MAINTENANCE DATA
4. SECTION 01740 - WARRANTIES AND BONDS
5. SECTION 08710 - FINISH HARDWARE
6. SECTION 11196 - SECURITY HARDWARE
1..2 PROJECT TERMINATION
A. the Contract requirements are met when construction
activities have successfully produced, in this order,
these three terminal activities:
1. Substantial Completion
2. _ Final Completion
3. 'Final Payment
1..3 SUBSTANTIAL COMPLETION
A. Submi t to the Construction Manager when the Work is
substantially complete:
1. A written notice that the Work, or designated
portion thereof, is substantially complete.
2. A list of items to be completed or corrected (Punch
List).
3. Request Substantial Completion Observation at a
mutually agreeable date.
4. Certifications of systems and testing/balancing
final reports.
5. Submit evidence of compliance with requirements of
governing authorities:
a. Certificate of Occupancy
b. Certificates of Inspection:
1) Elevators
2) Mechanical systems
3) Electrical systems
04/09/91
CONTRACT CLOSEOUT
01700 - 1
4) Kitchen equipment
5) Fire protection system
6) Security system
B. within a reasonable time after receipt of such notice,
the Architect, the Construction Manager, the
Contractor, and the Owner, will make an observation to
determine the status of completion.
C. Should the work be determined to not be sUbstantially
complete the following will occur:
1. The Construction Manager will promptly notify the
Contractor in writing, giving the reasons.
2. The Contractor shall remedy the deficiencies in the
Work, and send a second written notice of
substantial completion.
3. The Work will be reobserved.
D. When the Work is considered substantially complete, the
following will occur:
1. The Construction Manager will prepare a Certificate
of Substantial Completion on AIA Form G704,
accompanied by the Contractor's Punch List of items
to be completed or corrected, as verified and
amended. Contract responsibilities are not altered
by inclusion or omission of required Work from the
punch list.
2. The certificate will be executed by all parties and
distribution made.
E. Complete or correct items identified on the punch list
and required by the Contract requirements wi thin time
limit established by the cer~ificate.
1..4 FINAL COMPLETION
A. To attain final completion, the Contractor shall complete
activities pertaining to substantial completion, complete
Work on punch list items and su~mit written request to
the Construction Manager for final inspection.
B. When the Work is complete, the Contractor shall submit
written certification that:
1. The Contract Documents have been reviewed.
2. Work has been inspected for compliance with the
Contract Documents.
3. Work has been completed in accordance with the
Contract Documents.
4. Equipment and systems have been tested in the
presence of the Owner's representative and are
operational.
04/09/91
CONTRACT CLOSEOUT
01700 - 2
SECTION 01710
FINAL CLBANING
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Cleaning at completion of Work
1..2 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with
codes, ordinances, regulations, and anti-pollution laws.
1. Do not burn or bury rubbish and waste materials on
the Project Site.
2. Do not dispose of volatile wastes such as mineral
spirits, oil or paint thinner in storm or sanitary
drains.
PART 2 - PRODUCTS
2 . . 1 MATERIALS
A. Use only those cleaning materials. which will not create
hazards to health or property ~:jpftich will not damage
. ~ ....,~:,;.
surfaces. ". . .':
B. Use only those cleaning materials and methods recommended
by manufacturer on the surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by
cleaning material manufacturer.
PART 3 - EXECUTION
3..1 DUST CONTROL
A. Handle materials in a controlled manner with as little
handling as possible.
3..2 FINAL CLEANING
A. Employ skilled workmen for final cleaning.
B. Remove grease, mastic, adhesives, dust, dirt, stains,
fingerprints, labels, and other foreign materials form
. 04/09/91
FINAL CLEANING
01710 - 1
sight-exposed interior and exterior surfaces.
C. Wash and shine glazing and mirrors.
D. Polish glossy surfaces to a clear shine.
E. Dust cabinetwork and remove markings.
F. Vacuum as needed.
G. Broom clean exterior paved surfaces; rake clean other
surfaces of the grounds.
H. Prior to final completion, or the Owner occupancy,
conduct an inspection of sight-exposed interior surfaces,
exterior surfaces and work areas, to verify that the
entire Work is clean.
I. Clean tunnels and closed off spaces of packing boxes,
wood frame members and other waste materials used in the
Construction.
J. Internally clean the entire system of p1p1ng and
equipment. Open dirt pockets and strainers, completely
blowing down as required and clean strainer screens of
accumulated debris.
K. Drain tanks, fixtures and pumps to be free of sludge and
accumulated matter.
L. Remove temporary labels and stickers from fixtures and
equipment. Do not remove permanent name plates,
equipment model numbers and ratings.
M. Thoroughly clean heating and air conditioning equipment,
tanks, pumps and traps. Install or thoroughly clean
filters or filter media, including:
1. The cleaning of permanent fil ters and the
replacement of disposable filters if units were
operated during construction.
2. The cleaning of ducts, blowers, and coils if the
units were operated during construction.
N. Remove from the Site all facilities of items installed
or used for temporary purposes during construction.
O. Restore all adjoining areas to their original or
specified condition.
****************
END OF SECTION 01710
04/09/91
FINAL CLEANING
01710 - 2
5. Work is completed and ready for final observation.
C. The Architect, the Construction Manager, the Contractor
and the Owner will make an inspection to verify the
status of completion with reasonable promptness after
receipt of such certification.
D. Should the Work be considered incomplete or defective:
1. The Construction Manager will promptly notify the
Contractor in writing, listing the incomplete or
defective work.
2. The Contractor shall take immediate steps to remedy
the stated deficiencies and send a second written
certification to the Construction Manager that the
Work is Complete.
3. The Work will be reinspected.
E. When the Work is acceptable under the Contract Documents
the Contractor shall make closeout submittals.
1..5 THE CONTRACTOR'S CLOSEOUT SUBMITTALS TO THE ARCHITECT
A.
proj ect Record Documents:
01720.
to requirements of SECTION
B. Operating and maintenance data, instructions to the
Owner's personnel: to requirements of SECTION 01730.
C.
Keys and keying schedule:
08710 & 11196.
to requirements of SECTION
D. Spare parts and maintenance materials: to requirements
of individual sections.
E. Evidence of payment and release of liens: to
requirements of General and Supplementary Conditions.
1..6 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Architect.
B. Statement shall reflect adjustments to the Contract Sum:
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous Change Orders
b. Allowances
c. Unit Prices
d. Deductions for uncorrected Work
e. Penalties and bonuses
f. Deductions for liquidated damages
g. Deductions for reinspect ion payments
04/09/91
CONTRACT CLOSEOUT
01700 - 3
h. Other adjustments
3. Total Contract Sum, as adjusted
4. Previous payments
5. Sum remaining due
C. The Construction Manager will prepare a final Change
Order, reflecting adjustments to the Contract Sum which
were not previously made by Change Orders.
1..7 FINAL APPLICATION FOR PAYMENT
A. The Contractor shall submit the final Application for
Payment in accordance with procedures and requirements
stated in the Conditions of the Contract.
PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION
Not used
*****************
END OF SECTION 01700
04/09/91
CONTRACT CLOSEOUT
01700 - 4
SBCTION 01720
PROJECT RBCORD DOCUMENTS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Maintain at the job Site one copy of:
a. Record Contract Drawings
b. Record project Manual
c. Coordination drawings
d. Addenda
e. Reviewed shop drawings
f. Change Orders
g. Other modifications to the Contract
h. Field test records
1. . 2 GENERAL
A. Store documents in cabinets in temporary field office,
apart from documents used for construction.
B. Maintain documents in clean, dry, legible condition.
C. Do not use Project Record Documents for construction
purposes.
D. Make documents available for inspection by the
Construction Manager, the Architect and the Owner.
E. Failure to maintain documents up-to-date will be cause
for withholding payments.
F. Obtain from the Constru~tion Manager (at no charge) two
sets of the Contract Documents for Project Record
Documents including:
1. Specifications with all addenda.
2. Two complete sets of black line prints of all
Drawings.
1 . . 3 RECORDING
A. Label each document "Project Record".
B. Keep record documents current.
OS/20/91
PROJECT RECORD DOCUMENTS
01720 - 1
C. Do not permanently conceal any work uT!til required
information has been recorded.
D. Contract Drawings:
1. Required information may, as an option, be entered
on a "working set" and then at completion of Project
transfer the information to final submitted "Project
Record" set.
2. Legibly mark to record actual construction:
a. Depths of various elements of foundation in
relation to survey data.
b. Horizontal and vertical location of underground
utilities and appurtenances referenced to,
permanent surface improvements.
c. Location of internal utilities and
appurtenances concealed in construction
referenced to visible and accessible features
of structure.
d. Field changes of dimension and detail.
e. Changes made by Change Order or Construction
change Directive.
f. Details not on original Contract Drawings.
E. Specifications and Addenda:
1. Legibly mark up each Section to record:
a. Manufacturer, trade name, catalog number and
supplier of each product and item of equipment
actually installed.
b. Changes made by Change Order or Construction
Change Directive.
c. Other items not originally specified.
F. Conversion of schematic layouts:
1. Arrangement of conduits, circuits, piping, ducts and
similar items are in most cases shown schematically
on the Drawings.
2. Legibly mark to record actual construction:
a. Dimensions accurate to within 1" on the
centerline of items Ghown schematically.
b. Identify each item, for example, "cast iron
drain" "galvanized water".
c. Identify location of each item, for example,
"under slab", "in ceiling plenum", "exposed".
3. The Construction Manager may waive requirements of
schematic layout conversion, when in his opinion,
it serves no beneficial purpose. Do not, however,
rely on waivers being issued except specifically
issued by the Construction Manger in writing.
1..4 SUBMITTAL
OS/20/91
PROJECT RECORD DOCUMENTS
01720 - 2
~.- .'. . ,~-."""'-"--""~'."'''''''''-'-~''--''_.''''~''''_._-~ - '."'-. .
A. At completion of Project, deliver Project Record
Documents to the Construction Manager prior to request
for final payment.
B. Accompany submittal with transmittal letter, in
duplicate, containing:
1. Date
2. Project title and HLM Project number
3. The Contractor's name and address
4. Title and number of each record document
5. certification that each document as submitted is
complete and accurate.
6. Signature of the Contractor, or his authorized
representative.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
***************
END OF SECTION 01720
OS/20/91
PROJECT RECORD DOCUMENTS
01720 - 3
SECTION 01730
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Format and content of manuals
2. Instruction of the Owner's personnel
3. Schedule of submittals
B. Related sections:
1. SECTION 01301 - SUBMITTALS
2. SECTION 01700 - CONTRACT CLOSEOUT
3. Individual Specifications Sections: specific
requirements for operation and maintenance data.
1..2 QUALITY ASSURANCE
A. Prepare instructions and data by personnel experienced
in maintenance and operation of described products.
1. .3 FORMAT
A. Prepare data in the form of an instructional manual.
B. Binders: commercial quality, 8-1/2" x 11" three-ring
binders with hardback, cleanable, plastic covers; 1-1/2"
maximum ring size. When multiple binders are used,
correlate data into related consistent groupings.
C. Cover: identify each binder with typed or printed title
OPERATION AND MAINTENANCE INSTRUCTIONS; list title of the
Project and separate building; identify subject matter
of contents.
D. Arrange content by systems under Section numbers and
sequence of Table of Contents of these Specifications.
E. Provide tabbed fly leaf for each separate product and
system, with typed description of product and major
component parts of equipment.
F. Text: manufacturer's printed data, or typewritten data
on 20 pound paper.
G. Drawings: provide with reinforced punched binder tab.
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 1
Bind in with text; fold larger drawings to size of text
pages.
1..4 CONTENTS, EACH VOLUME
A. Table of Contents: provide title of the Project; names,
addresses, and telephone numbers of the Construction
Manager, the Architect, consultants, and the Contractor
with name of responsible parties; schedule of products
and systems, indexed to content of the volume.
B. For each product or system: list names, addresses and
telephone numbers of subcontractors and suppliers,
including local source of supplies and replacement parts.
C. Product data: mark each sheet to clearly identify
specific products and component parts, and data
applicable to installation. Delete inapplicable
information.
D. Drawings: supplement product data to illustrate
relations of component parts of equipment and systems,
to indicate control and flow diagrams. Do not use the
project Record Documents as maintenance drawings.
E. Type text: as required to supplement product data.
Provide logical sequence of instructions for each
procedure, incorporating manufacturer's instructions.
F. Warranties and bonds: bind in copy o~ each.
1..5 MANUAL FOR MATERIALS AND FINISHES
A. Building products, applied materials, and finishes:
include product data, with catalog number, size,
composition, and color and texture designations. Provide
information for re-ordering custom manufactured products.
B. Instructions for care and maintenance; include
manufacturer's recommendations for cleaning agents and
methods, precautions against detrimental agents and
methods, and recommended schedule for cleaning and
maintenance.
c. Moisture protection and weather exposed products:
include product data listing applicable reference
standards, chemical composition, and details of
installation. Provide recommendations for inspections,
maintenance, and repair.
D.
Additional requirements;
as specified in individual
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 2
product specification sections.
1..6 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of equipment and each system: include
description of unit or system, and component parts.
Identify function, normal operating characteristics, and
limiting conditions. Include performance curves, with
engineering data and tests, and complete nomenclature and
commercial number of replaceable parts.
B. Panelboard circuit directories: provide electrical
service characteristics, controls and communications.
C. Include color coded wiring diagrams as installed.
D. Operating procedures: include start-up, break-in, and
routine normal operating instructions and sequences.
Include regulation, control, stopping, shut-down, and
emergency instructions. Include summer, winter, and
special operating instructions.
E. Maintenance requirements: include routine procedures and
guide for trouble-shooting; disassembly, repair, and
reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of
lubricants required.
G. Include manufacturer's printed operation and maintenance
instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer's parts list,
illustrations, assembly drawings, and diagrams required
for maintenance.
J. Provide control diagrams by controls manufacturer as
installed.
K. Provide the Contractor's coordination drawings, with
color coded piping diagrams as installed.
L. Provide charts of valve tag numbers, with location and
function of each valve, keyed to flow and control
diagrams.
M.
Provide
current
list of
prices,
original manufacturer's spare parts,
and recommended quantities to be
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 3
maintained in storage.
N. Include test and balancing reports.
o. Additional requirements: as specified in individual
product specification Sections.
P. Provide a listing in Table of Contents for design data,
with tabbed fly sheet and space for insertion of data.
1..7 INSTRUCTION OF THE OWNER PERSONNEL
A. Before final inspection, instruct the Owner's designated
personnel in operation, adjustment, and maintenance of
products, equipment, and systems, at agreed upon times.
B. For equipment requiring seasonal operation, perform
instructions for other seasons within six months.
C. Use operation and maintenance manuals as basis for
instruction. Review contents of manual with personnel
in detail to explain all aspects of operation and
maintenance.
D. Prepare and insert additional data in Operation and
Maintenance Manual when need for such data becomes
apparent during instruction.
1. . 8 SUBMITl'ALS
A. Submit two copies of preliminary draft or proposed
formats and outl ines of contents before start of the
Work. The Construction Manager and Architect will review
draft and return one copy with comments.
B. For equipment, or component parts of equipment put into
service during construction and operated by the Owner,
submit documents within ten days after acceptance.
C. Submit one copy of completed volumes in final form 15
days prior to final inspection. Copy will be returned
after final inspection, with Construction Manager and
Architect comments. Revise content of documents prior
to final submittal.
D. Submit two copies of revised volumes of data in final
form within ten days after final inspection.
OS/20/91
.
OPERATION AND MAINTENANCE DATA
01730 - 4
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01730
OS/20/91
01730 - 5
OPERATION AND MAINTENANCE DATA
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
PROJECT NUMBER 90007.00
MAY 17, 1991
Hansen Lind Meyer,Inc.
800 North Magnolia Avenue
Suite 1100
Orlando, Florida 32803
DOCUMENT 00001
PROJECT MANUAL INDEX
BIDDING REOUIREMENTS AND CONTRACT DOCUMENTS
00001 PROJECT MANUAL INDEX
DIVISION 2 - SITEWORK
02100 SITE PREPARATION
02211 ROUGH GRADING
02215 FINISH GRADING
02222 EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
02385 DRILLED CAISSONS
02510 ASPHALTIC CONCRETE PAVING
02644 WATER MAINS
02674 FIRE WELLS
02685 GAS DISTRIBUTION SYSTEM
02720 STORM SEWERAGE
02721 SEWER STRUCTURES
02730 SANITARY SEWERAGE
02930 LAWNS AND GRASSES
02955 TREE RELOCATION
DIVISION 3 - CONCRETE
03100 CONCRETE FORMWORK
03200 CONCRETE REINFORCEMENT
03300 CAST-IN-PLACE CONCRETE
03600 GROUT
DIVISION 5 - METALS
05180 MISCELLANEOUS STRUCTURAL STEEL
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
00001-1
DOCUMENT 00001
PROJECT MANUAL INDEX
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07150 WATERPROOFING
07190 VAPOR RETARDER
DIVISION 16 - ELECTRICAL
16010 ELECTRICAL GENERAL PROVISIONS
16111 CONDUIT SYSTEMS
16400 SERVICE AND POWER DISTRIBUTION SYSTEMS
*********************
END OF DOCUMENT 00001
HlM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
00001-2
. Division 2
Site Work
rt tN'
Division 2
SECTION 02100
SITE PREPARATION
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Clearing and grubbing
B. Topsoil stripping and stockpiling
C. Removal of trees
D. Protection of trees indicated to remain.
E. Protection of midden area.
1.2 JOB CONDITIONS
A. Burning on site will not be permitted. All organic debris shall be
removed from the site.
B. Notify all pertinent utility companies 48 hours prior to digging for
location of underground utility lines.
C. Repair materials damaged during demolition procedures at no additional
cost to Owner.
D. Provide protection for adjacent areas before, during and following
removal activities.
PART 2 - MATERIALS
2.1 EXPLOSIVES
A. Explosives will not be permitted on any portion of this work.
2.2 OTHER MATERIALS
A. Provide all other materials, not specifically described but required
for proper completion of the work of this Section, subject to, review
of Architect.
PART 3 - EXECUTION
3.1 PREPARATION
A. Notify Construction Manager two full working days prior to
commencement of work of this Section.
B. Materials to be removed other than Owner salvaged or Owner retained
shall be the sole responsibility of this Section and must be removed
from the site.
C. Verify with the Construction Manager prior to the removal and
disposing of materials involved in demolition process.
3.2 CLEARING AND GRUBBING
A. Cut and/or remove all growth of tall weeds and grass before topsoil is
stripped for salvage. Dispose of legally at an off-site location.
B. Strip only those areas where grading is required as indicated by
proposed contours on the drawings.
C. Strip topsoil to whatever depth encountered, and in such manner so as
to prevent intermingling with the underlying subsoil or other
objectionable material.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02100-1
SECTION 02100
SITE PREPARATION
D. Additional obstructions exposed as the result of clearing operations
shall be removed.
E. Stockpile topsoil in available area as directed by the Construction
Manager.
F. Shape stockpiles in a manner that they are relatively uniform.
3.3 TREE REMOVAL/PROTECTION
A. Remove trees and shrubs, except those indicated to remain. Removal
includes new and old stumps of trees and their roots, unless doing so
endangers the life of plant material to remain.
B. Trees or shrubs which are to remain in the construction area shall be
protected from damage and maintained in healthy condition throughout
the construction process.
C. Protect the tops, trunks and roots of existing trees on project site
that are to remain. Existing trees subject to construction damage
sha 11 be boxed, fenced or otherwi se protected before any work is
started; remove protection when directed. Do not permit heavy
equipment or stockpiles within branch spread. Remove interfering
branches without injury to trunks.
D. Trees and palms under 6" in diameter at 12" above finished grade, and
plants indicated to remain which are destroyed or receive excessive
damage during construction, shall be replaced in kind and size.
E. Trees and palms over 6" in diameter at 12" above finished grade which
are destroyed or receive excessive damage during construction shall be
replaced in kind and size, or the following value will be deducted
from monies due the Contractor:
1. $18.00 per cross sectional area in inches at 12" above finish
grade per trunk.
F. Refer to Section 02955 - TREE RELOCATION.
3.4 PROTECTION
A. Protect midden area from excavation, damage and construction activity.
********************
END OF SECTION 02100
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02100-2
SECTION 02211
ROUGH GRADING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Grade sub-soil and reform to grades, contours and levels.
B. Rough grade for roadways, wal ks, curbs, gutters, parking areas,
landscaped areas, and stormwater ponds.
1.2 EXISTING CONDITIONS
A. Known underground, surface and aerial utility lines and buried objects
are indicated on the Contract Documents.
1.3 PROTECTION
A. Protect trees, plants and lawns, rock outcroppings and other features
remaining as part of final landscaping.
B. Protect bench marks and existing roads, and paving against damage from
equipment and vehicular traffic.
C. Protect aerial, surface, or underground utility lines or appurtenances
which are to remain.
D. Protect midden area from excavation and damage due to equipment and
vehicular traffic.
E. Repair damage.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Excavated fill materi a 1: So il free from roots, rocks 1 arger than 3"
and building debris. ,
B. Additional fill material: AASHTO Designation M145, soil classification
group.
PART 3 - EXECUTION
3.1 PREPARATION
A. Establish and identify required lines, levels, contours and datum.
B. Identify and mark entire midden area. No excavation can occur in this
area unless directed otherwise by the Construction Manager.
C. Maintain bench marks, monuments and other reference points.
Reestablish if disturbed or destroyed, at no cost to Owner.
D. Before start of grading, notify all pertinent util ity companies 48
hours prior to digging for location of underground utility lines.
Establish the location and extent of utilities in the work areas.
E. Perform grading within contract limits, including adjacent transition
areas to new elevations, levels, profiles and contours indicated.
Provide subgrade surfaces parallel to finished surface grades. Provide
uniform levels and slopes between new elevations and existing grades.
F. Grade surfaces to assure areas drain away from structures and to
prevent ponding and pockets of surface drainage. Provide subgrade
surfaces free from irregular surface changes.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02211-1
SECTION 02211
ROUGH GRADING
G. Perform grading within branch spread of existing trees to remain by
hand methods to elevations indicated. Cut roots if necessary with an
axe, and coat cut roots with tree paint.
H. Grade at excavations to prevent storm-water from draining into
excavated areas.
3.2 ROUGH GRADING
A. Rough grade site to required levels, profiles, contours and elevations
ready for finish grading and surface treatment. Maintain the
following:
1. Paved areas - to below base material.
2. Areas to receive Finish Grading to 6" below final grades.
3. All other areas - grade to elevation indicated.
B. Prior to p1 acing fill material over undisturbed subsoil, scari fy
surface to depth of 6 inches.
C. Backfill and Compaction
1. All open or landscaped areas shall be placed in 8" lifts
compacted to 9~ modified proctor. Testing frequency per lift
shall be one test per 5000 sf.
2. All building pads and paving, plus 5 ft. beyond shall be
backfilled or excavated and compacted in accordance with Section
02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES.
3.3 EROSION AND DUST CONTROL
A. Provide erosion and dust control.
B. Methods of erosion control may consist of any of the following or a
combination thereof: seeding, mulching, baled straw, temporary silt
fences. I
C. Aquire all necessary permits and pay for all related fee. Contact
agency having jurisdiction over this requirement.
3.4 SURPLUS MATERIAL
A. Remove surplus materials from site.
********************
END OF SECTION 02211
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02211-2
SECTION 02215
FINISH GRADING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Finish grading within 1 imits shown, including adjacent transition
areas to new elevations, levels and contours indicated. Provide
uniform levels and slopes between new and existing grades.
1. 2 SUBMITIAlS
A. Submit soil certification one week prior to commencing work.
PART 2 - MATERIALS
2.1 TOPSOIL
A. Topsoil stockpiled as specified under Section 02100 - SITE PREPARATION
may be used to complete the finish grading and grassing operation or
option to bring new topsoil onto the site from other sources at no
additional cost to Owner.
B. Reusable topsoil salvaged from the stripping operations or new topsoil
brought onto the site shall meet the following requirements:
1. Fertile friable agricultural soil capable of sustaining vigorous
plant growth either excessively alkaline or acidic, suitable for
growth of grass and p1 ants, free from subsoi 1, c1 ay 1 umps,
objectionable weeds, litter, stones larger than 2" in diameter,
stumps, root and other material that would interfere with
planting and maintenance operations.
2. No topsoil is to be graded, excavated or worked in muddy
conditions.
PART 3 - EXECUTION
3.1 GRADING
A. Grading shall include the areas necessary to establish new grades
required by the Grading Plan and such additional areas as are
disturbed by construction storage, vehicle use and other construction
operations including utility trenching, areas where excess fill is
deposited, or where cutting is required to provide additional backfill
material.
B. New grades shown are designed to produce the required configuration of
the site and do not necessarily represent a balance between cut and
fi 11 .
1. So11 in excess of that required to produce the grades shown
shall be removed from the site.
2. Additional soil required to produce grades shown shall be
provided from legal off-site source.
C. Earth fill for grading shall be Earth Backfill from cut areas on the
site except that stone, concrete, brick and other inorganic material
may be buried and compacted. Material larger than 2" in size shall
HlM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02215-1
SECTION 02215
FINISH GRADING
not be permitted in the upper 8" of fi 11 or against waterproofi ng
membranes or utility lines.
D. Install grade stakes at not more than the 25' intervals both ways.
1. Grades not otherwise indicated shall be uniform levels or slopes
between points where elevations are given.
2. Adjust grades as necessary to provide positive drainage from
building.
3. Finish grades shall not deviate from established elevations and
true profile in excess of 1".
E. Bring the entire Site Area to subgrades as follows:
1. For surfaced areas (building slab and paved areas) to the
underside of the respective surfacing or base course, as fixed
by the finished grades.
2. For balance of area, finished grade.
F. The finished subgrade shall be brought to elevations indicated and
sloped to drain water away from the building walls. Fill areas where
settlement occurs to required elevations.
G. Place a 4" (minimum) compacted depth of topsoil over areas involved in
cut and fill operations.
H. Place no topsoil in areas of sewers, water mains and other utilities
until backfill has settled.
I. Schedule topsoil final grading so that when complete it will not be
damaged by subsequent construction activities.
J. Leave topsoil free of stones and debris ready for further development.
K. Manually install topsoil at trees to remain. Avoid damage to root
system.
********************
END OF SECTION 02215
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02215-2
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Excavate for structure and paved areas and stockpile subsoil on site.
B. Shore and brace excavations as required.
C. Place and compact fills to rough grade elevations.
D. Dewater excavations.
1.2 REFERENCED STANDARDS
A. Provide and maintain one copy at the site of all referenced
publications for use by site and inspection personnel.
B. ASTM 01557 - Test for Moisture - Density Relationship of Soils Using
10 lb. Rammer in 18 Inch Drop.
C. FOOT - Florida Department of Transportation - Roadway and Traffic
Design Standards.
1.3 SITE COMPACTION TESTING
A. Testing of compacted fill materials will be performed by an
independent testing laboratory appointed and paid for per requirements
of Division 1. Testing will be performed so as to least encumber the
performance of work.
B. When portions of work are completed and ready for testing, notify the
test i ng 1 aboratory to perform dens i ty tests. Do not proceed wi th
additional portions of work until results have been verified.
C. If, during progress of work, tests indicate that compacted materials
do not meet specified requirements, remove defective work, replace and
retest at no cost to Owner.
D. Ensure compacted fills are tested before proceeding with placement of
surface materials.
E. Testing Frequency
1. Building slab and paved areas: Minimum one test per 2500 sf per
1 i ft .
1.4 SUBMITTALS
A. Submit minimum 10 pound samples of each type of fill material to be
used. Provide samples to testing laboratory, packed tightly in
containers to prevent contamination.
B. If recent test results are available for fill materials to be used,
disregard samples submission and submit such test results to the
testing laboratory. Such test results are to clearly indicate types of
materials and composition, hardness, compactability and suitability
for proposed usage.
1.5 PROTECTION
A. Protect trees remaining as part of final landscaping.
B. Protect bench marks and existing roads and paving against damage from
equipment and vehicular or foot traffic.
C. Protect midden area from excavation and damage from equipment and
vehicular or foot traffic.
D. Protect excavations by shoring, bracing, sheet piling, underpinning,
or other methods, as required to prevent cave-ins or loose dirt from
falling into excavations.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02222-1
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
E. Notify Architect of unexpected sub-surface conditions and discontinue
work in area until Architect provides notification to resume work.
F. Grade around excavations to prevent surface water run-off into
excavated areas.
PART 2 - PRODUCTS
2.1 FILL MATERIALS
A. Granular Fill:
1. Gravel: Angular pit run crushed natural stone; free from shale,
clay, friable materials, and debris; graded within the following
limits:
Sieve Size
% Passino
2"
1"
3/4"
5/8"
3/8"
No. 4
No. 16
No . 40
No. 200
100
95
95 to 100
75 to 100
55 to 85
35 to 60
15 to 35
10 to 25
5 to 10
2. Pea Gravel: C1 ean natural stone; free from clay, shale and
organic matter; 1/4" to 1/2".
3. Sand: Clean natural river or bank sand; free from silt, clay,
loam, friable or soluble materials, and organic matter; graded
within the following limits:
Sieve Size % Passino
No. 4 100
No. 14 10 to 100
No. 48 15 to 90
No. 100 4 to 30
No. 200 o to 5
B. On Site Soils: Limerock material excavated from the site sufficiently
crushed to individual fragment sizes no greater than 2" in size.
C. Fill Under Future Landscaped Areas: Free from alkali, salt, petroleum
products. Use sub- soi 1 excavated from site only if conformi ng to
specified requirements. Silt material excavated from the site is not
acceptable for use in this area.
PART 3 - EXECUTION
3.1 PREPARATION AND LAYOUT
A. Establish extent of excavation by area and elevation; designate and
identify datum elevation.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02222-2
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
B. Set required lines and levels.
C. Maintain bench marks, monuments and other reference points.
D. Proofroll all building slab and paved areas with a large vibratory
roller (Dynapac CA-25 or equivalent).
E. Proofro 11 i ng of the structure and paved areas shall cons i st of at
least eight overlapping passes and shall be observed by the testing
laboratory.
F. Materials which yield excessively during the proofro11ing should be
undercut and replaced with compacted granular or on-site soil fill.
The test i ng 1 aboratory shall reconmend the nature and extent of
remedial work. Proofro11ing shall continue for the required number of
passes until the soil at a depth of 12 inches below grade has attained
a minimum density of 9~ of the modified proctor maximum dry density.
G. Proofro11ing shall not occur within the midden area.
H. Where paved areas occur within the midden, the area shall be
pre10aded. Install three settlement places in the area in accordance
with FOOT Index No. 540. Place fill material over the area to 5 feet
above existing grades. Settlement measurements shall be taken by the
testing lab at least once a week. When the testing laboratory is
satisfied that settlement has decreased to an acceptable level, the
fill shall be removed to rough grade elevations.
3.2 EXCAVATION
A. Excavate sub-soil in accordance with 1 ines and levels required for
construction of the work, and five feet beyond limits of building slab
and paved areas. Excavation 1 imits to inc1 ude space for forms,
bracing and shoring, applying waterproofing and to permit inspection.
B. Do additional excavation only by written authorization of Architect.
C. Machine slope banks. ,
D. Hand trim excavations and leave free of loose or organic matter.
E. Correct unauthorized excavation as directed, at no cost to Owner.
F. Stockpile excavated sub-soil for re-use where directed. Remove excess
or unsuitable excavated sub-soil from site.
G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be
authorized as an extra. Other work is deemed to be within the scope
of this Project.
H. Coordinate with cassion work for special requirements and arrangements
regarding excavation to rough out elevations.
I. Do not disturb soil within branch spread of existing trees or shrubs
that are to remain.
J. If necessary to excavate through roots, perform work by hand and cut
roots with a sharp ax.
K. Overexcavation will be required at all building slab and paved areas
to remove the silt and peat 1 ayer found about 4 to 5 feet below
existing grades. The unsuitable silt and peat material shall be
removed and backfilled with compacted granular or on-site soil fill.
Refer to Geotechnical Report prepared by Westinghouse Environmental
and Geotechnical Services Inc. dated January 15, 1991 for information
regarding the location and depth of the silt/peat layer.
l. Where paved areas occur within the midden, no excavation will be
allowed below existing grade.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02222-3
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
3.3 BACKFILLING
A. Stockpile fill materials in area(s) designated.
B. Ensure areas to be backfilled are free from debris.
C. Do not backfill over existing sub-grade surfaces which are porous, wet
or spongy.
D. Compact existing sub-grade surfaces if densities are not equal to that
required for backfill materials.
E. Cut out soft areas of existing sub-grade. Backfill with granular or
on site soil and fill compact to required density.
F. Backfill areas to rough grades, contours, levels and elevations.
G. Backfill systematically and as early as possible to allow maximum
time for natural settlement and compaction.
H. Place and compact fill materials in continuous layers not exceeding 6"
loose depth. Use a method so as not to disturb or damage foundation
waterproofing.
I. Maintain optimum moisture content of backfill materials to attain
required compaction density.
3.4 FILL TYPES AND COMPACTION
A. Fill Under Building Slab and Paved Areas: On-site soil or granular
fill to rough grade elevations. Extend a minimum of five feet beyond
the limits of the building slab and paved areas. Compact to 98%
modified proctor per ASTM 0-1557.
B. Future Landscaped Areas: Fill under landscaped areas to rough grade
elevations. Compact to 90% Modified Proctor per ASTM 0-1557.
3.5 SURPLUS MATERIALS
A. Remove surplus earth materials from site as directed by Construction
Manager. '
B. Leave stockpile areas completely free of all excess fill materials.
********************
END OF SECTION 02222
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02222-4
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Excavation and Backfill-Utilities.
1. Excavating and bedding for all utilities.
2. Backfilling for all utilities.
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site'utility systems.
B. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES.
1. Notify the Testing Laboratory 24 hours in advance of backfilling
operations to allow the Testing Laboratory to conduct compaction
tests. Compaction shall be tested by the method specified or
indicated on the Drawings. Testing lab shall be present for all
compaction operations.
2. Backfill materials shall be installed in layers and compacted to
the required density by method, type and size of equipment which
will give the required specified compaction.
3. Backfill compaction which fails to meet the specified density
requirements shall be re-excavated, recompacted, refinished and
retested until satisfactory compaction is achieved at contractors
expense.
1.3 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Use means necessary to protect material s of thi s Section before,
during and, after installation and to protect installed work and
materials of other trades. ,
B. Be responsible for safe storage of material furnished and accepted for
the work intended, until it has been incorporated in completed
project. Excavated materials and backfill materials shall be kept free
from dirt and foreign matter contamination.
C. Access and storage areas shall be returned to normal usable condition
at end of project.
1.4 JOB CONDITIONS
A. Existing utility information shown on the drawings is from survey work
by others, field observations, available public records and record
drawings. The exact locations and elevations of utilities shall be
determined prior to installing new work.
1. Field verify vertical elevations related to bench marks, pipe
inverts and vertical building levels prior to commencing work.
Field verify existing grades and locations of existing lines,
poles, trees, paving and other site structures prior to
demolition or construction and immediately inform the Architect
of discrepancies.
2. Contact all public and private utility companies 48 hours prior
to any excavation. Cost of replacement and repair of existing
utilities damaged as a result of Contractor's operation shall be
the Contractor's responsibility.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-1
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
B. Give adequate advance notice to publ ic municipal ities and util ity
companies of proposed work.
C. Protect existing utilities indicated or the location of which are made
known by on-site inspection prior to excavation that are indicated to
be retained, as well as utility lines constructed during excavation
operations. Repair, if damaged, at no cost to the Owner. If utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect immediately. Repair said damaged lines immediately.
Contract price will be adjusted in accordance with the provisions of
the Contract.
D. Protect the midden area from damage due to equipment and vehicular
traffic. No excavation can occur in the midden area without prior
approval from the Construction Manager.
E. Adequate Advance notice shall be given interested governmental
agencies prior to disruption of traffic flow due to excavation of road
and walkways incidental to work of this Section.
1.5 SUBMITTALS
A. Submi t 30 pound samples of each granular materi alto be used as
backfill and pipe bedding to the Testing Laboratory for analysis and
approval prior to installation.
B. Test reports: Submi t test reports on select fi 11 and backfi 11
materia 15 to show compactabil i ty in conformance wi th thi s Sect ion
requirements.
PART 2 - PRODUCTS
2.1 BACKFILL MATERIALS:
A. Select Fill:
1. Gravel: Angular pit run crushed natural stone; free from shale,
clay, friable materials, and debris; graded within the following
limits:
Sieve size % Passina
1-1/2 " 100
1" 95 to 100
3/4" 95 to 100
5/8" 75 to 100
3/8" 55 to 85
No. 4 35 to 60
No. 16 15 to 35
No. 40 10 to 25
No. 200 5 to 10
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-2
SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
2. Pea Rock: Clean natural stone; free from clay, shale and organic
matter; 1/4" to 1/2".
3. Sand: Cl ean natural ri ver or bank sand; free from silt, clay,
loam, friable or soluble materials, and organic matter; graded
within the following limits:
Sieve size % Passing
No. 4 95 to 100
No. 8 60 to 100
No. 10 30 to 100
No. 14 10 to 100
No. 48 15 to 90
No. 100 o to 20
No. 200 o to 5
B. Excavated or Borrow Sub-soil: Free from roots, rock larger than 2" in
size and building debris and compactable according to testing
1 aboratory. Li merock material excavated from the site will be
acceptable if the material is sufficiently crushed to individual
fragment sizes no greater than 2 inches in size.
C. Subsoil: Fill under landscaped areas: Free from alkali, salt,
petroleum products. Use sub-soil excavated from site only if
conforming to specified requirements. Silt material excavated from
the site is not acceptable for use in this area.
PART 3 - EXECUTION
3.1 PREPARATION
A. Prior to work of this Section, carefully inspect installed work of
other trades and verify that such work is complete to point where this
installation may properly commence.
B. Verify that items may be installed in accordance with original design,
codes, and regulations, and portions of referenced standards.
C. In the event of discrepancy, immediately notify the Architect.
D. Do not proceed with installation in areas of discrepancy until such
discrepancies have been fully resolved.
3.2 GENERAL
A. Excavation shall include:
1. The work of clearing the site and removal and disposal of all
obstructions.
2. Necessary excavations.
3. Placing and use of sheeting and shoring.
4. Pumping and fluming to keep the trenches and other excavations
free from water.
5. Drains and sewers and the temporary disposal of water from other
sources during the progress of the work.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-3
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
6. Damming and coffer-damming where necessary.
7. Supporting and protecting all underground structures, pipes,
conduits, culverts, lamp posts, poles, wires, fences, buildings
and other property adjacent to the work.
8. Removing existing sewers, culverts and bulkheads where necessary.
9. Removing after completion of the work all sheeting and shoring
not necessary to support the sides of trenches.
10. Hauling away all surplus excavated material.
11. Backfilling.
12. Mechanically tamping backfill.
B. Erosion and Sediment Control:
1. The Contractor shall take necessary precautions to prevent
erosion and resultant sediment run-off into utility excavations.
C. Control Surveys:
1. Survey the lines and grades as necessary for the proper control
of work. Verify benchmark elevations against existing
benchmarks.
D. Trees:
1. Tunnel or bore all trees within the line of work, not indicated
for removal. The method of treatment shall be performed in
accordance with requirements of the governmental unit or agency
having jurisdiction.
2. Protect all other trees. Damage to trees shall be compensated
for, by Contractor. Permission to remove trees shall be in
writing.
3. Where trees are tunneled, the maximum distance from the center of
the tree to the edge of the tunnel shall be within an area
determined by a circle with radius equal in feet to the radius of
the tree trunk in inches. Measure the radius of the tree trunk
at 4' -0" above the ground. All backfill shall be the same
material as mined, firmly compacted in place.
E. Trenching and Trimming:
1. Excavation for trenches in which pipe lines are to be installed,
shall provide adequate space for workmen to place and joint the
pipe properly, but the trench shall be kept to the minimum width
shown on drawing details.
2. Do not bed pipe in material containing sharp sand, crushed stone,
or gravel.
F. Unauthorized Excavation:
1. If excavation is carried below or beyond the established or
ordered limits for any pipes or structures, it shall be deemed
unauthorized, and if ordered, fill the unauthorized excavation
with concrete with a minimum compressive strength at 28 days of
2500 pounds per square inch or, if permitted by Architect, with
thoroughly compacted selected material.
G. Additional Excavation:
1. Remove materials encountered which are not suitable. Obtain
approval from construction manager for additional excavation.
H. Midden Area:
1. No excavation is to occur within the midden area without prior
approval from the Construction Manager.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-4
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
I. Length of Open Trench:
1. The amount of trench open at anyone time in advance of completed
work shall be held to a minimum of 100 ft., or as directed by the
Architect.
2. Backfilling and restoration of surfaces shall begin as soon as
the constructed work is in approved condition.
3. New trenching will not be permitted when earlier trenches need
backfi 11 i ng or 1 abor is needed to restore the surfaces of streets
or other areas to a safe and proper condition.
J. Test Pits:
1. Dig exploratory test pits as may be necessary, in advance of
trench excavation, to determine the exact location of sub-surface
pipe lines, conduits, and structures.
K. Sheeting, Shoring, and Bracing:
1. If required by ground conditions or depth, or wherever the
presence of incipient slides are noted during excavation, the
trench walls shall be restrained with adequate sheeting and
shoring.
2. Furnish and install adequate sheeting, shoring and bracing, to
maintain and to protect built work and adjacent structures.
3. Bracing shall be arranged so as not to place a strain on portions
of completed work until the construction has proceeded far enough
to provide ample strength. The Contractor shall be responsible
for all damage to built work, and adjacent and neighboring
structures.
4. Damage to new or existing structures occurring through settle-
ment due to removal, failure, or lack of sheeting or braGing
shall be repaired or the structure replaced, at no cost, to the
Owner.
L. Construction Sheeting Left In-Place:
1. Furnish, install and leave in place, construction sheeting and
bracing when specified or shown on the Drawings.
2. Const ruct i on sheet i ng and brac i ng , and brac i ng 1 eft in place,
unless specifically ordered otherwise in writing by the
Architect, shall be included in the cost for excavations.
3. Any construction sheeting and bracing not shown or specified
which the Contractor has placed to facilitate his work may be
ordered in writing by the Architect or Owner to be left in place
and will be paid for under the applicable Contract provision.
M. Removal of Water:
1. At all times during construction provide and maintain ample means
and devices with which to remove promptly and dispose of properly
all water entering the excavations or other parts of the work
until structures are completed. No water shall be allowed to
rfse over or come in contact with masonry until the concrete and
mortar has attained a satisfactory set, except in cases where the
concrete has been tremmied into place with the approval of the
Architect. In water bearing sand, well points and/or sheeting
shall be supplied together with pumps and other appurtenances to
keep the excavation dry.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-5
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
N. Disposal of Unsuitable and Surplus Materials:
1. All materials excavated which are unsuitable for use in back-
filling trenches or around structures, or suitable materials
excavated that are in excess of that required, shall be disposed
of offsite.
O. Explosives and Blasting:
1. No explosives or blasting caps shall be brought on site.
P. Site Improvements:
1. The following items shall constitute site improvements, the
damage, repair or replacement of which shall be the responsi-
bil i ty of the Contractor. The cost of th is work shall be
included.
2. All concrete pavement, gravel roadways with or without asphalt
surfacing, driveways, service drives or approaches to same,
either concrete, gravel or asphalt surfaced, and all sidewalks or
housewa1ks disturbed by the Contractor shall be replaced. All
necessary removal and replacement shall meet the current specifi-
cations of the governmental unit or agency having jurisdiction,
or Owner's jurisdiction.
3. When the proposed uti 1 i ty will be located under an exi st i ng
concrete pavement, or requires removal of concrete pavement and
the residual pavement is less than 5'-0" from a pavement joint or
from the face of the curb, it shall be removed and replaced. If
the residual pavement to be removed is adjacent to the curb, the
curb shall be removed and a new curb poured integral with the
pavement. All concrete pavement which is not removed to a
construction joint shall be saw cut total depth prior to removal.
All concrete pavement replaced shall be to a thickness with or
without reinforcing mesh and with or without hook bolts as
required by the agency having jurisdiction thereof. All damaged
or undermined pavement shall be removed and replaced.
4. I f the pavement removed has an asphalt i c bi tumi nous concrete
surface, the surface shall be removed to a distance 1'-0" beyond
the limits of the removed pavement. The butt joint shall be
prepared by sawing through the total depth of the asphalt. The
surface shall be replaced with a thickness meeting the require-
ments of the agency having jurisdiction both as to materials and
method of replacement.
5. All necessary grading shall be done to fit adjoining ground
elevations. All ditches or culverts disturbed shall be restored
to permit the proper flow of surface water. Any culverts removed
shall be replaced with new material meeting size and specifica-
tions of the agency having jurisdiction.
6. Established lawn areas disturbed shall be restored by resodding
unless specifically directed elsewhere to be reseeded.
Q. Owner's Use of Completed Facilities:
1. The OWner may have the progressive use of the mains and sewers
after written acceptance is received, from the Owner.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-6
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
3.3 TRENCH WIDTH
A. Width of trench at top of pipe shall be within the limits described
the Drawings when the pipe is properly aligned and in the center of
the trench. Excavation producing trench widths at the top of pipe in
excess of those shown on the Drawings may require a change in bedding
requirements and/or pipe classifications as determined by the
Architect at no additional cost.
3.4 PIPE LAYING - GENERAL
A. Pipe shall be laid to the line and grade called for on the Drawings.
Each pipe as laid shall be checked with line and grade pole or a laser
beam to insure that this result is obtained.
B. Construction shall begin at the outlet end and proceed upgrade with
spigot ends pointing into the direction of flow.
C. Preparatory to making pipe joints, all joint surfaces shall be clean
and dry. Lubricants, primers, and adhesives shall be used as
recommended by the pipe or Joint manufacturer's specifications. The
pipe shall be Jointed so as to obtain a watertight joint. After the
joint made, sufficient backfill material shall be placed along pipe to
prevent movement.
D. Proper support of all pipe through the full length of the barrel shall
be made by constructing bedding as required and detailed on the
Drawings. Special care shall be observed to avoid load on bells of
bell and spigot pipe.
3.5 PIPE LAYING AND BEDDING
A. This Section shall cover all laying and bedding of pipes classed as
sewers, water mains (domestic, fire and gray water), and gas ,1 ines.
B. Each pipe shall be inspected for defects prior to being lowered into
the trench. Pipes having joint defects or cracks shall be immediately
rejected and taken off the site. Pipe shall be cleaned of any dirt or
foreign matter. Prevent abrasion of the pipe coating, especially on
the inside of the pipe. Wherever the coating is damaged, that part
shall be thoroughly cleaned and recoated with a coating satisfactory
to the Architect and in accordance with the manufacturer's specifica-
tions. A supply of coating for such purposes shall be on hand.
C. When material in the trench bottom will not properly support the pipe
the excavation shall be continued to stable soil and the trench
refilled to proper grade with gravel or other suitable material;
provided stable soil is found at a depth of not more than 2'-0" below
trench bottom. Where stable material is not encountered at a depth of
2'-0", advise Architect immediately.
D. Ledge rock and large stones shall be removed from the trench to pro-
vide a clearance of at least 6" inches below and on either side of all
parts of pipe, valves or fittings. A clearance of 9" below and on
each side of pipe shall be provided for pipe 12" in diameter and
larger.
E. Excavation for mains shall be of sufficient depth generally to provide
a 3' _0" cover unless noted on the Drawings. Where pipe is set to
grade the cover may vary from 3'-0". Where the ground is undulating,
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-7
SECTION 02226
EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
the cover may vary in accordance with requirements set forth on the
Drawings. No additional compensation will be paid for variance of
cover.
3.6 BACKFILL
A. For purposes of these specifications, backfill shall be considered as
that material placed in open cut excavations above an elevation 1'-0"
over the outside top of sewers and mains.
B. All trenches and excavations shall be backfilled immediately after
pipe is laid therein, unless other protections of the pipe line are
made. No material shall be used for backfilling that contains stones,
rock, or pieces of masonry greater than 6", debris or earth with an
exceptionally high void content. No large pieces of rock or masonry
shall be deposited closer than 2' -0" from the completed outside
surface of any structure.
C. Unless otherwise specified or directed, material excavated in
connect i on wi th the work shall be used for backfi 11 i ng and other
fill i ng purposes. In backfi 11 i ng around structures , all 1 umber,
rubbish, braces, and refuse shall be removed from behind the walls
before backfilling is started. This backfilling shall be made in a
manner to prevent after-settlement, and shall be mechanically tamped,
puddled, or jetted, and left at the proper grade and with a smooth,
even surface.
D. The select backfill around and over structures and pipes shall be
carefully done by hand and tamped to a poi nt 12" above the top of
same. Only selected material shall be used in this area, and the
select backfill shall be placed completely under pipe haunches in
uniform layers not exceeding 6" in depth up each side. Each layer
shall be pl aced, then carefully and uni formly tamped, so as to
eliminate the possibility of lateral displacement of pipe or
structure. Select backfill shall be hand tamped and compacted to a
minimum compaction of 98% modified proctor test. No mechanical
compact i on equi pment shall be used wi thi n l' -0" of the top of the
installed pipe. Compaction shall proceed uniformly on each side of
the pipe. Particular attention shall be paid in obtaining thorough
support for all valves, fittings, water service connections, and the
branch of all sewer service connections, and to preserve the alignment
and gradient of the installed pipe. Select backfill shall be as
outlined in this section or may be excavated material as outlined, but
only if it is compactable according to the testing laboratory. After
the select backfill has been placed and compacted around the
structures and pipes to a height 2'-0" over the top of bedding, or
1'-0" above the top of the pipe, whichever is greater, the remainder
of the trench may be backfilled by machine. The backfill material
sha 11 be depos i ted in hori zonta 1 1 ayers and each 1 ayer shall be
t~oroughly compacted by approved methods before a succeeding layer is
placed.
1. Backfill for trenches where any portions lie under, cross or run
within 3'-0" of, and parallel to proposed paved or building slab
areas shall be granular backfill and mechanically compacted in
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-8
SECTION 02226 EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES
place in 1'-0" layers or less to a minimum compaction of of 98%,
modified proctor test.
2. Backfill for all trenches not included in limitations described
above or in permanent easements across graded and improved sites
shall be selected excavated material (excluding blue clay)
mechanically compacted to produce a minimum of 90% compaction.
3. Specified compaction means not less than the percentage required
based on the maximum unit weight at optimum moisture content when
tested in accordance with ASTM 0-1557 (modified proctor).
4. If the excavated material is not suitable to obtain the minimum
compaction required, remove unsuitable materials or add granular
materials, or both, to obtain the compaction specified.
Compaction tests will be made by the Owner's testing laboratory,
Refer to Division One.
3.7 CLEAN-UP
A. Upon completion of work of this Section, leave all components of the
systems completely free of silt, debris and obstructions.
B. Excess excavated material shall be removed from the site and disposed
at a legal dump site. All areas of work shall be returned to original
surface elevation prior to commencing site excavation.
C. During the progress of the work, maintain adjacent streets and access
ways free of vehicle tracking and dropped excavated materials. Comply
with all local ordinances.
********************
END OF SECTION 02226
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02226-9
SECTION 02385
DRILLED CAISSONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Drilling and excavating of shafts for drilled caissons.
2. Drilling of percussion test holes in bottom of drilled caissons.
3. Cleaning of drilled caisson bottoms and sockets.
4. Test caisson.
5. Steel casings and liners.
6. Drilling mud.
7. Reinforcing and dowels from drilled caissons into walls, grade beams,
slabs and columns.
8. Concrete and concreting of drilled caissons.
9. Disposal of excavated materials.
B. Related Sections:
1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE
INVESTIGATION DATA.
2. DIVISION ONE - TESTING LABORATORY SERVICES
3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES
4. SECTION 03300 - CAST-IN-PLACE CONCRETE
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. ACI 301 - Specifications for Structural Concrete for Buildings. '
C. ACI 315 - Details and Detailing of Concrete Reinforcement.
D. ACI 318 - Building Code Requirements for Reinforced Concrete.
E. EP-15 - ACI Field Reference Manual: Specifications for Structural Concrete
for Buildings with selected ACI and ASTM References.
F. CRSI - Recommended Practice for Placing Reinforcing Bars.
1.3 MEASUREMENT AND PAYMENT
A. Basis of Bids: Bids shall be based on the number of drilled caissons,
length from top elevation to bottom of the shaft and the diameter of the
shaft, as shown on the Drawings.
B. No payment will be made for drilled caisson construction not represented by
a submitted report verified by the testing agency.
C. Basis for Payment:
1. Payment for drilled caissons will be made on the actual net volume of
drilled caissons in place and accepted. The actual length may vary
to coincide with the elevations where the compentent limerock is
encountered. Adjustments to the Contract Sum will be made on the
basis of the over and under depth differences of the drilled caissons,
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-1
SECTION 02385 DRILLED CAISSONS
between those shown on the Drawings and those in the actual installed
work, in aggregate for all drilled caisson installed.
2. There will be no add it i ona 1 compensation for excavation, concrete
fill, reinforcing, casings or other costs due to unauthorized over
excavating shafts in any dimension. No payment will be made for
rejected drilled caissons.
3. There will be no additional compensation for excavation from present
grade to top of dri 11 ed caisson if drill ed caisson work proceeds
before site work excavation and grading is complete.
4. Excavated materials will be classified in accordance with the
following. Adjustments to the Contract Sum will be made in
accordance with unit prices for greater or lesser quantities of
materials.
a. Normal excavation is defined as materials encountered between top
of competant limerock and top of drilled caissons excluding
obstructions.
b. Limerock excavation is defined as material encountered between
founding level and top of competant limerock elevation. All
soil-filled cavities, limerock fragments and voids included in
the 1 imerock excavation area shall be considered 1 imerock for the
full volume of the shaft from the initial contact with limerock
for payment purposes. Payment will be based on the total lengths
for drilled caissons in soils and limerock, for each drilled
caisson diameter. Top of competant limerock elevation is
determined by testing agency's geotechnical engineer.
5. Payment for obstructions as defined herein will be for the volume of
caissons within the vertical limits of the obstructions only. The
top and bottom 1 imits of the obstructions will be measured by the
test i ng agency. The payment vo 1 ume wi 11 be the caisson
cross-sectional area as shown on the Contract Documents times the
height between the upper and lower 1 imits of the obstr,uction as
measured by the testing agency.
1.4 UNIT PRICES
A. Refer to Division One for scope of units prices required of items specified
under this section.
B. Unit prices (established on the Bid Form) will apply in the event additions
to or deductions from the Work are required and authorized by a written
order from the Architect to Contractor.
1. Unit price is to be the same for overrun and underrun within first 20%
of indicated length and is to include drilling, casing and removal,
reinforcing steel and concrete.
2. Unit prices quoted shall include full compensation for labor,
materials, tools, equipment and incidentals required for excavation,
trimming, shoring, casings, drilling mud and other necessary items for
complete installation.
1. 5 SUBMITTALS
A. Submit concrete materials test reports for materials proposed for use in
concrete mixes.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-2
SECTION 02385
DRILLED CAISSONS
B. Submit daily preliminary drilled caissons report by Testing Agency of
actual elevation of top of 1imerock and bottom of caisson, and top of
caisson.
C. Submit concrete design mix reports, listing all mixes required and their
respective test results.
D. Submi t Shop Drawi ngs for fabri cat i on bend i ng and placement of concrete
reinforcement. Include all accessories required to support reinforcement.
E. Submit Installer Qualifications.
F. Submit load test results signed and sealed by Testing Agency's geotechnical
engineer.
G. Signed and sealed certification letter from Testing Agency's geotechnical
engineer stating drilled caissons as installed will resist the required
designed loads.
H. Submit surveyor qualifications and experience records.
I. Submit copies of manufacturer's product data and printed instructions for
each manufactured product.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Specializing in drilled caisson construction.
Demonstrate experience working in similar soil, rock, and water conditions,
shaft sizes, and special techniques, with at least three years of
successful installation of caissons.
B. Survey Work:
1. Engage a State of F1 orida regi stered Surveyor acceptab1 e to the
Construction Manager, to perform surveys,layouts, and measurements
for drilled caisson work. The Surveyor shall conduct the layout work
for each drill ed caisson to the 1 i nes and 1 eve 1 s requi red before
excavation, and shall record the actual measurements of each drilled
caissons horizontal axial location, shaft diameter, bottom and top
elevations, and deviations from specified tolerances.
2. The Surveyor shall record and maintain information pertinent to each
drilled caisson and cooperate with other testing and inspection
personnel to provide data for required reports.
C. Caisson Installation Approval:
1. Testing Agency shall employ the services of a professional engineer
experienced in soil mechanics (Geotechnical Engineer) registered in
the State of Florida. This engineer will certify that caissons have
been installed under his supervision and that caissons will resist the
required design loads as installed.
1.7 JOB CONDITIONS
A. Subsurface investigations have been performed and results are available
from the office of the Construction Manager as specified in Division Zero.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-3
SECTION 02385
DRILLED CAISSONS
B. Additional test borings and other exploratory operations may be made by the
Contractor at no increase to the Contract Sum, provided such operations
are acceptable to the Owner and Architect.
C. Examination of Site:
1. Visit and examine the site and take into consideration conditions that
may affect the Work.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Concrete, and related materials: As specified in Section 03300 and
amended to meet the requirements specified below:
1. Portland cement: ASTM C-150, Type II.
B. Reinforcement: As specified in Section 03200.
C. Concrete proportioning: As specified in Section 03300 and amended below:
1. Cement content: 658 pounds per cubic yard.
2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one
pound of fly ash for everyone pound of cement removed.
3. Water to cement ratio: .48 maximum.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine the areas and conditions under which drilled caissons are to be
installed.
B. Do not proceed with the work until unsatisfactory conditions have been
corrected.
C. Commencement of work means acceptance of conditions.
3.2 GENERAL
A. Perform concrete work in accordance with ACI 301.
B. Excavation shall be free of water and loose material.
C. Do not place drilled caisson concrete under water.
3.3 EXCAVATION
A. Excavate holes for drilled caissons to the required elevation based on
limerock socket required as shown on the Drawings.
B. Drilled caisson design and dimensions shown are based on the assumed unit
skin friction. If the load test shows that the competent limerock is not
capable of maintaining the unit skin friction assumed, the foundation
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-4
SECTION 02385
DRILLED CAISSONS
system will be revised as directed by the Architect. If the load test
shows that a higher unit skin friction may be used, a reduction in shaft
length may be directed by the Architect. Revisions to payment will be made
in accordance with the General Conditions relative to changes in the Work.
C. If required, install casings or use drilling mud as excavation proceeds so
that earth walls are maintained without spa11ing into the shaft and water
is excluded from shaft.
D. Drill through soil overburden and 1imerock, through the deepest level of
voids or soil filled cavities or sections of decomposed 1imerock, to the
design bottom of caisson indicated on the Drawings, or as directed by the
Geotechnical Engineer in the field. Provide shafts and sockets with
diameters least equal to that indicated on Drawings.
E. Locate center1 i ne of dri 11 ed caisson to be on center1 i ne of beari ng
construction, unless otherwise indicated on the Drawings.
1. Do not exceed the following tolerances: Shaft centerline location:
2 inch maximum variation from plan location. Shaft variation to
plumb: 1 inch in 10 feet for full depth (with maximum of 4 inches).
2. If above tolerances are exceeded, provide additional or corrective
construction. Submit proposed corrective construction methods to the
Architect for review before proceeding.
3. The minimum center-to-center spacing between drilled caissons proposed
by the Contractor for correct i ve work shall be three times the
diameter of the drilled caisson.
F. Installation Equipment:
1. Form by means of a power dri ven rotary foundat i on dri 11 i ng ri g.
Provide and maintain equipment in first class condition and operable
at all times. ,
2. Provide equipment capable of penetrating very dense 1imerock with the
maximum size shaft.
a. Equipment: Able to impress a minimum total weight to the Auger of
20,000 1bs. by a combination of Kelly Bar Weight and Crowd
System.
b. Apply a minimum 50,000 foot pounds of torque to the Kelly bar.
G. Obstructions:
1. If rock, boulders or other unforeseen obstructions are encountered
wh i ch cannot be removed by standard drill ed caisson excavation methods
and if such obstructions are not indicated by available subsurface
data, removal of such obstructions will be paid for in accordance with
terms of the Contract re 1 at i ve to changes in the work. Standard
excavation methods include conventional earth auger, pengo bit,
stepped taper bit, teeth on auger or other attachments to auger.
2. Remove such obstructions by hand labor using air-powered tools, core
barrels with drilled caisson drilling equipment or other 'safe methods
recogni zed in the construction industry. The Testing Agency will
observe obstruction excavation and determine volume of obstruction
excavation involved at the time the work takes place.
3. Where possible, return to standard excavation methods after
obstruction is removed.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-5
SECTION 02385
DRILLED CAISSONS
H. Demolish and remove rock, boulders, concrete, masonry and other
subsurface obstructions which are indicated by the Contract Documents, or
the available subsurface exploration data.
I. Shaft Liners or Casings:
1. In drilling the caissons, securely protect the earth walls against
cave-ins and displacement of the surrounding earth by means of steel
cy1 i nder 1 i ners or casi ngs. Use 1 i ners or casi ngs to 1 i ne ho1 es,
unless permission is granted for their omission by the Professional
Engineer.
2. Temporary cas i ngs may be 1 eft in place or may be withdrawn as the
concrete is p1 aced above competent 1 imerock, at the Contractor's
option.
3. Below competent 1imerock, temporary casings must be withdrawn as the
concrete is placed. Permanent casings are not allowed below competent
1 imerock.
4. If removable steel 1 iners are used, they may be withdrawn as the
concrete is being placed providing the bottom of the 1 iner is a
minimum of 5 feet below the top of concrete. Maintain a sufficient
head of concrete to prevent a reduction in the diameter of the drilled
cai sson shaft due to earth pressure on the fresh concrete and to
prevent extraneous material from falling in from the sides and mixing
with the fresh concrete.
J. Drilling mud:
1. Provide to maintain the stability of the shaft excavation to exclude
free water and allow the proper placement of concrete.
2. Prior to placing concrete in each excavation, take samples to ensure
that heavily contaminated drilling mud, which would impair the free
flow of concrete from the tremie pipe, has not accumulated at the
bottom of the shaft. Take samples one foot from the bottom the hole.
The density of the drilling mud in the excavation prior to concreting
shall be within the required limits.
K. Depth of rock socket: Bottom of caisson elevations indicated on the
Drawings are for bidding purposes. Actual elevations will be determined
by the geotechnical engineer and the Architect.
L. No payment will be made for the extra length, when drilled caisson shafts
are excavated to a greater depth than required or authorized by the
geotechnical engineer, due to overdri11ing by the Contractor. Complete the
dri 11 ed caisson and fi 11 the extra depth wi th concrete, if all other
conditions are satisfactory. Over excavated shafts will be measured and
paid for to the original design or authorized depth.
M. Take precautions to maintain a safe operation in connection with drilled
caisson installation. Provisions for adequate protection to persons and
property shall comply with applicable requirements of governing authorities
having jurisdiction. .
N. Remove excavated material and dispose of as directed by Construction
Manager.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-6
SECTION 02385
DRILLED CAISSONS
3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION
A. Provide above competent 1imerock.
B. Provide casings of sufficient strength to withstand handling stresses and
pressures from surrounding soil and water or concrete inside. Provide
casings with inside clear diameter not less than the diameter of the
drilled caisson shaft.
C. Steel Pipe Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Casings may be delivered in section of any convenient length. Connect
sections by continuous penetration welds during placement into the
drilled caisson shaft excavation.
3. Design the bottom edge of the lowest casing section to provide a
cutting shoe for penetrating into 1 imerock strata and affecting a
water seal.
D. Corrugated Steel Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Provide corrugated steel casings formed of galvanized or bituminous
coated steel sheets.
3. Corrugated casings may be del ivered in any convenient section of
panel, with sections or panels field-connected in accordance with
the manufacturer's instructions.
4. Design the bottom edge of the lowest casing section to provide a
cutting shoe for penetrating into 1 imerock strata and affecting a
water seal.
E. Install permanent steel casing as excavation work progresses and as
required to ensure the stability of drilled caisson shaft walls. Remove and
replace or repair casings which are damaged during installation and which
could impair the strength of efficiency of the completed drilled caisson.
3.5 DRILLING MUD
A. Premix dri 11 i ng mud thoroughly wi th clean potable water pri or to its
introduction into the shaft excavation.
B. Test drilling mud for density using the mud density balance. Density to be
between 66 and 75 pounds per cubic foot.
C. Dispose of drilling mud off-site.
3.6 REINFORCING STEEL AND DOWELS
A. Install in accordance with ACI 315 and CRSI "Recommended Practice for
Placing Reinforcing Bars".
B. Before placing, clean reinforcing steel and dowels of loose rust, scale,
dirt, grease and other material which impair bond.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-7
SECTION 02385
DRILLED CAISSONS
C. Fabricate and erect reinforcing cages in shafts as one continuous unit.
Place reinforcement symmetrically about axis of hole and hold in position
during concrete placement providing minimum 6 inches of concrete cover.
D. Use templates to set anchor bolts, dowels, 1 eve 1 i ng plates and other
accessories. Provide blocking and holding devices to maintain required
position during concrete placement.
E. As casing is withdrawn, take care to ensure reinforcement is not disturbed
or exposed to the surrounding soil. Securely attach spacers, capable of
sliding on the casing, to the reinforcement.
F. Protect exposed ends of dowels and anchor bolts from mechanical damage and
exposure to the weather.
3.7 CONCRETE PLACEMENT
A. Special observation is required during placement of concrete to ensure the
drilled caisson is installed without cavities and extraneous material and
to ensure minimum diameter is maintained.
B. Fill drilled caisson with concrete immediately after inspection and
approval by the Testing Agency and the Architect. Use protection sheets
cut out to receive concrete over excavation openings, extending at least 12
inches beyond edge in all directions.
C. P1 ace concrete cont i nuous 1 y wi thout interrupt i on and in a smooth flow
without segregating the mixed materials.
D. P1 ace excess concrete where temporary cas i ngs are used to I allow for
anticipated slump due to casing removal.
E. Concrete shall be placed by tremie method such as gravity flow through a
vertical pipe of sufficient length to reach the bottom of the drilled
caisson. Control placement operations to ensure that the tremie is not
broken during continuous placing from bottom to top. Maintain bottom of
tremie below top of concrete.
F. Vibrate the top 15 feet of the drilled caisson concrete.
G. Remove segregated concrete and 1aitance as the concrete placement for each
drilled caisson is being completed, to achieve a continuous column of good
quality concrete up to design cut-off elevation.
H. Place drilled caisson concrete mono1ithica11y. If a construction joint is
unavoidable, leave the resulting shaft surface approximately level and
insert additional dowels as required by Architect. Before completing the
drilled caisson with a subsequent concrete placement, roughen and clean the
joint surface and slush with a 1 to 1 cement grout. .
I. Stop the concrete placement at the cut-off elevation, screed off true and
level and apply a scoured, rough finish, unless otherwise indicated.
Where cut-off elevation is above ground elevation, form the top section
above grade and extend the shaft to the required elevation.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-8
SECTION 02385
DRILLED CAISSONS
J. Hot Weather Placing:
1. When hot weather conditions exist that would seriously impair the
quality and strength of concrete, place concrete in accordance with
ACI 305 and as herein specified.
2. Cool ingredients before mixing to maintain concrete temperature at
time of placement below 90 degrees F. Mixing water may be chilled, or
chopped ice may be used to control the concrete temperature provided
the water equivalent of the ice is calculated to the total amount of
mixing water.
3. Place concrete imediately upon delivery. Keep exposed concrete
surfaces and formed shaft extensions moist by fog sprays, wet burlap
or other effective means.
4. Do not use retarding admixtures unless approved in writing by the
Architect.
3.8 FIELD QUALITY CONTROL
A. The Contractor is responsible for quality control.
1. Inspection or testing by the Owner does not relieve the Contractor of
his responsibility to perform the Work in accordance with the Contract
Documents.
B. Quality Control Monitoring:
1. Refer to Division One - Testing Laboratory Services.
2. The OWner will employ a Testing Agency to perform field quality
control tests for concrete and monitor drilled caisson installation.
3. The Owner's Testing Agency will employ a qualified pr.ofessional
Geotechnical Engineer registered in the State of Florida who will
observe ,caissons drilling, cleaning, concreting work and determine
bottom elevation of caisson.
C. Drilled Caisson Reports
1. Records shall be maintained by both the Testing Agency and the
Contractor for each installed drilled caisson.
2. Ass i st the Testing Agency maki ng the necessary measurements and
observations, and maintain Contractor's records as required for
preparation and submission of complete reports on drilled caisson
construct ion. Submi t a separate report for each drill ed caisson.
Submit each report within a period of ten days after final concreting.
3. As a minimum, include the following information on each caisson:
a. Identification of drilled caisson by number, type and location.
b. Type of equipment used.
c. Times when drilled caisson excavation was started and completed.
d. Design and actual shaft diameters drilled.
e. Ground elevation at drilled caisson location.
f. Design and actual elevation of top and bottom of drilled caisson.
g. Assumed (design) elevation of top of compentent 1 imerock at
drilled caisson location.
h. Actual elevation of top of compentent limerock.
i. Design and actual elevations to top and bottom of drilled caisson
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-9
SECTION 02385 DRILLED CAISSONS
socket.
j. Volumes of soil and rock excavated.
k. Lengths of probe hole drilled, and time to drill each foot. The
depths and thicknesses of any soft seams.
1. Levelness of shaft bottom.
m. Statement of type, length, diameter and elevation of any casing
permanently installed in the excavation.
n. Groundwater conditions.
o. Date when excavation was approved for installation of concrete.
p. Date when concret i ng was performed. I nc 1 ude any delays in
concreting and report construction joints in shafts.
q. Quantity of concrete used, including amounts over or under design
volume.
r. Date when drilled caisson construction was completed.
s. Centerline location at top of drilled caisson.
t. Variation of shaft from plumb.
u. Remarks on unique or unusual events or circumstances concerning
drilled caisson installation.
v. Report weather conditions and temperature.
D. Inspection and Testing
1. Contractor shall install and load test one test caisson in a location
acceptable to the Architect. Test caisson conditions shall be as
similar as possible to actual caisson conditions. High early strength
concrete may be used for the test caisson only. Install reaction
caissons as required to load test caisson to failure in tension. The
Geotechnical Engineer will witness the test. Geotechnical Engineer
will determine actual unit skin friction. Do not use test caisson or
reaction caissons in the Work.
2. The Testing Agency will witness the placing of the concrete.
,
3. At the bottom of each drilled caisson, drill a 2 inch diameter test
hole in the rock with an airtrack drill to a depth of ten feet to
indicate whether the drilled caisson rests on sound 1imerock. The
geotechnical engineer may order additional drilling of the drilled
caissons to a lower elevations.
4. Drill the two-inch diameter test holes by air track drill rig from the
ground surface. No observation of the test hole will be required, and
the quality of limerock below the drilled caisson bottom will be
judged from the time rate of percussion drilling and other
observations such as dropping of rods. Clean the 1imerock socket
under water with a brush substituting for the auger bit at the bottom
of the auger rig kelley, or by a similar technique acceptable to the
geotechnical engineer.
5. Test concrete as per Section 03300 Cast-In-Place Concrete except that
take four cylinders for every 100 cubic yards of concrete and not less
than four cylinders on any given day.
********************
END OF SECTION 02385
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-10
SECTION 02510
ASPHALTIC CONCRETE PAVING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Place base courses, work and compact.
B. Prime base course, place asphalt pavement.
1.2 REFERENCE STANDARDS
A. ASTM 01557 - Tests for Moisture - Density Relationship of Soils using
10 lb. Rammer in 18 inch Drop.
B. Florida Department of Transportation (F.D.O.T.) standards
"Specifications for Road and Bridge Construction."
C. Perform work in accordance with local governing authorities having
jurisdiction.
1.3 TESTING AND INSPECTION
A. Testing and inspection of asphalt pavement mix(es) and testing of
placed stabilizing, base course and asphalt pavement will be performed
by an independent testing laboratory appointed and paid for in
accordance with Division One. Testing and inspection will be performed
so as to minimize disruption to Work.
B. Allow testing laboratory access to the mixing plant for verification
weights or proportions, character of materials used and determination
of temperat4res used in the preparation of asphalt concrete mix.
C. When and if required, the testing laboratory will perform laboratory
tests on proposed asphalt pavement mix(es) to determine conformity
with requirements.
D. The testing laboratory will perform compaction tests for base course
and for each asphalt course. Pay for costs of additional testing as
required due to improper performance of work.
E. When base course or portion thereof has been placed and compacted in
accordance wi th requ i rements, not i fy the test i ng 1 aboratory to perform
density tests. Do not place asphalt pavement until results have been
verified and base course installation approved.
F. If compaction tests indicate that base course or asphalt paving do not
meet specified requirements, remove defective work, replace and retest
at Contractor expense.
G. When requested by Architect, take core samples of asphalt or base
course to verify thickness and material compliance.
H. Test Reports:
1. Field Density Test Reports at least three density tests shall be
made on each days final compaction operations on each course or
one test per 2500 sq. ft. on each course whichever is greater.
2. Asphalt Test Reports and Compaction Reports: In accordance with
F.D.O.T. Specs.
3. Core Samples and Test Reports: Core Samples to confirm base
thicknesses shall be taken at intervals of not more than 200
feet.
1.4 SUBMITTALS: Submit the following from the Testing Laboratory:
A. Asphalt Mix Design
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02510-1
SECTION 02510
ASPHALTIC CONCRETE PAVING
B. Test Reports showi ng materials to be used for base course meet
specification requirements.
1.5 JOB CONDITIONS
A. Give adequate advance notice to publ ic municipal ities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known by on-site inspection prior to commencing work that are
indicated to be retained, as well as utility lines constructed during
excavation operations. Repair if damaged, at no additional cost to
the Owner. If utility lines are encountered that were not indicated
or that the Contractor was not made aware of after due diligence on
his part, notify the Construction Manager and Architect immediately.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Asphaltic Concrete:
1. Asphaltic concrete pavement shall conform to FOOT Section 331,
Type S-1 asphaltic concrete, except Section 331-6.
2. Prime and tack coats shall conform to FOOT Section 300 except
Section 300-8 and 300-9.
B. Soil Cement Base Material
1. Meet or exceed the requirements of F.D.O.T. Section 270-2.
2. Minimum 7 day compressive strength of 400 psi.
C. Stabilized Base Course Materials
1. Stabilizing base course materials shall conform to FOOT Section
911.
D. Plant Methods and Equipment
1. Plant and methods of operation shall conform to FOOT Section 320.
PART 3 - EXECUTION
3.1 PREPARATION
A. Ensure site grading has brought subgrade to required compaction and
elevations in accordance with Section 02211 - ROUGH GRADING and
Section 02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES.
3.2 INSTALLATION
A. Soil Cement Base
1. All work shall conform to FOOT Section 270 except Sections 200-14
and 200-15.
B. Prime and Tack Coat
1. All work shall conform to FOOT Section 300 except Sections 300-8
and 300-9.
C. Placement of Asphaltic Concrete
1. All work shall conform to FOOT Section 320 and 330 except Section
330-15.
********************
END OF SECTION 02510
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02510-2
SECTION 02644
WATER MAINS
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Domestic Water and Fire Protection System
B. Pressure testing and disinfection.
C. Gray (Flushing) Water System
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site water system, including the
Florida Keys Aqueduct Authority.
B. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES for
selection and payment.
1.3 JOB CONDITIONS
A. Give adequate advance notice to publ ic municipal Hies and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations 'and repair, if damaged, at no cost to the OWner. If
util Hy 1 ines are encountered that were not indicated or that the
Contractor was not made aware of after due dil igence on hi s part,
notify the Architect immediately. Repair said damaged lines
immediately and contract price will be adjusted in accordance with the
provisions of the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and Architect prior to disruption of traffic flow, due to
excavation of road and walkways incidental to work of this Section.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Use means necessary to protect materials of this Section before,
during and after installation and to protect installed work and
materials of other trades.
B. Be responsible for safe storage of material furnished and accepted for
the work intended, until it has been incorporated in completed
project. Excavated materials and backfill materials shall be kept
free from dirt and foreign matter contamination.
C. Access and storage areas shall be returned to normal usable condition
at end of project.
1.5 EXCAVATION AND BACKFILL
A. All excavation, preparation of pipe bedding, backfilling and related
work shall conform to the requirements of Section 02226 - EXCAVATING,
BACKFILLING AND COMPACTING FOR UTILITIES.
1.6 SUBMITTALS
A. Submit the following:
1. Mill Test Certificates, Certified Test Reports and manufacturer's
data on pipe valves and valve boxes and all other materials.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-1
SECTION 02644 WATER MAINS
2. Shop Drawings for pipe laying schedule, temporary plug, anchorage
system, flush for hydrostatic pressure pipe, and all other water
main materials.
3. Certified hydrostatic test results.
4. Certified bacteriological test by an approved laboratory.
PART 2 - PRODUCTS
2.1 DOMESTIC WATER AND FIRE PROTECTION SYSTEMS; GRAY (FLUSHING) WATER SYSTEM
A. Water Piping:
1. Ductile iron, bell and spigot, conforming ANSI-21.51 Class 150.
Mechanical joint with prior written approval by the Architect.
The pipe shall meet the following unless specified otherwise:
Nominal Inside Thickness Nominal Inside Thickness
Diameter Class Diameter Class
3" 54 8" 53
4" 54 10" 53
6" 54 12" 52
16" 52
30" 52
Tolerances permitted under ANSI A 21.51 specifications shall
apply. Pipe shall be cement lined and seal coated conforming to
ANSI A21.4. Outside of pipe shall have a bituminous coating.
2. Joints:
Push-on shall conform to ANSI A21.ll/AWWA C-lll.
Flanges shall conform to ANSI A21.l5/AWWA C-115, Class 125.
Joint shall be installed within structures unless indicated
on the Drawings.
Pipe:
Shall conform to all the requirements of AWWA Specifications
C-900 and shall be PVC-1120 pipe composed of Class 12454 A
or B virgin compound in accordance with ASTM 01784.
Pipe shall be tested and certified as suitable for potable
water by the National Sanitation Foundation (NSF).
Pipe shall be marked with manufacturer's identification,
size, material, pressure rating and shall bear the NSF seal
of approval.
Pipe 4" and larger shall be pressure rated, Class 150 (DR18)
or Class 200 (DR14) with cast iron pipe equivalent 0.0. in
accordance with AWWA Specification C-900.
Pipe shall be equipped with compression elastromeric gasket
joint meeting the requirements of ASTM 03139.
Pipes smaller than 4" shall be PVC Schedule 40 or 80 in
accordance with ASTM 01785. Schedule 80 pipe and fittings
a.
b.
3. PVC
a.
b.
c.
d.
e.
f.
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-2
SECTION 02644 WATER MAINS
may be solvent joint or threaded joint. Schedule 40 pipe
shall be solvent jOinted only, not threaded.
g. Connection of plastic pipe to other types of pipe, fittings
or valves shall be made in accordance with the recommenda-
tions of the pipe manufacturers with suitable adaptors, if
required, designed for that purpose.
B. Fittings:
1. Fittings for pipe 3" through 12" in diameter shall comply with
current revisions of ANSI/A21.IO, A2I.II, BI6.I. Fittings shall
be push-on, mechanical joint or Class 125 flange joint inside
buildings or structures.
2. Fittings and special castings shall be cement lined unless
otherwise specified. Cement lining shall conform with ANSI A
21.4 (AWWA C 104).
3. Mechanical joints shall conform with ANSI A2l.Il. Bolts shall
be high-strength, low-alloy steel.
4. Gaskets shall be of vulcanized crude rubber or polyvinyl chloride
and shall have plain tips.
C. Valves and Boxes: Valves shall conform with current specifications of
the AWWA, C-S09 bronze mounted 300 pound test and all shall turn
counter clockwise to open or as required by local municipal standard.
Valve boxes shall be cast iron extension type with slide adjustment
having flared base.
1. Covers with Cast lettering:
a. "Water/Fire line"
b. "Gray Water"
D. Blow-Offs and air relief wells shall be constructed as indicated on
the Drawings and shall include all necessary air relief ,valves,
fittings and line valves.
E. Concrete thrust blocks shall be placed at all plugs, caps, tees, bends
and other fittings including those at open drain crossings.
F. Blow-Off assemblies shall constitute the following:
1. Reducer or reducers to step down from main size to 4" diameter.
One 4" valve and box, one 4" 45. or 90. blend, sufficient 4"
riser pipe and one 4" plug; or,
2. Where blow-off assembly is to be installed immediately downstream
to a line valve and well the same materials will be required as
described above, except that the 4" valve and box will be
omitted.
3. Supply necessary blocking. Blow-off assemblies shall not be
connected to any sewer, submerged in any stream or installed in
any manner that permits polluted water entering the distribution
system.
G. Fire Hydrant Assembly:
1. Hydrants shall be Ul and FM listed, 6" compression type with two
hose and one pumper outlet. Manufacturer shall meet local fire
department requirements, but in all cases shall be subject to
approval of Architect.
2. Hydrants shall open left. Paint hydrants to conform with those
now in use but not before hydrants have been accepted.
HlM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-3
SECTION 02644
WATER MAINS
3. Length of hydrant body shall be sufficient to connect directly
with main at elevation of main and provide clearance between
average street level and nozzles.
4. Hydrant connections shall be made with standard 6" pipe and
shall be equipped with standard 6" valve and valve box placed
near hydrant.
H. Tapping sleeves shall be spl it cast iron units and rated for 150
pounds per square inch working pressure. Steel units will not be
acceptab 1 e. Determi ne the outs i de diameter of the exi st i ng ma in
before ordering the sleeve. Valves shall be as specified above for
gate valves.
I. Concrete shall conform to the requirements of Section 03300 - CAST-
IN-PLACE CONCRETE.
J. Tie rods shall be galvanized steel rods as manufactured by STAR
NATIONAL PRODUCTS or Architect approved equivalent.
K. Insulated metallic locating wire (14 gauge copper) capable of
detection by a cable locator shall be provided for PVC pipe.
L. Reduced pressure backflow preventers assemblies shall consist of two
independent "Y" configured checks valves and one differential relief
valve incorporati!lg two diaphragms separated by a leak indicating
spacer. Checks shall be of the spring loaded, center stem guided
type. All internal metal parts shall be stainless steel. Elastomeric
seat disc must be reversible, seat rings shall be B-61 bronze, or
stainless steel, bolted to the valve body incorporating on "0" ring
seal to allow easy field removal and replacement. The check assembly
shall be guided at the seat ring and at the cover by replaceable non-
corrosive bushings to assure positive seat checking. Valve body and
cover shall be ductile iron ASTM A536, Grade 65-45-12. Ducttle iron
body shall be flanged, ANSI BI6.1, Class 125 and epoxy coated
internally 10-20 mils and prime coated externally. Assembly shall
include flanged, full port resilient wedge shut-off valves and four
vandal resistant full part ball valve testcocks. Assembly shall be
constructed so all internal parts, including seat rings, can be
serviced without removing the device from the 1 ine. The assembly
shall meet the requirements of AWWA C506-78 and be approved by the
Florida Key Aqueduct Authority.
M. Restrained joints shall be placed at all plugs, caps, tees, bends and
other fittings where shown on the drawings. Restrained joints in pipe
and fittings shall be of the single gasket push-on type. The
thickness of the pipe barrel remaining at grooves cut for restraint
shall not be less than the nominal wall thickness of the non-
restrained classes specified. The restraining components, when not
cast integrally with the pipe, shall be ductile iron or high strength
non-corrosive alloy steel. Tee-hand bolts and hexagonal nuts for all
restrained joints in pipe and fittings shall be of high strength cast
iron with composition, dimensions and threading as specified in
ANSI/AWWA Standard Clll/A21.11, except that the length of the bolts
shall meet the requirements for the restrained joint design. Each
thrust resistant joint, and the pipe and/or fitting of which it is a
part, shall be designed to withstand the axial thrust from an internal
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-4
SECTION 02644
WATER MAINS
pipeline pressure of at least 150 psi at bulkhead conditions, without
reduction because of its position in the pipeline nor for support from
external thrust blocks. Restrained push-on jOint pipe and fittings
shall be capable of being deflected after assembly. During
def1 ect ion , all components in the restrained system shall be in
contact to provide an equal force on all contact areas. Other types
of restrained joints may be acceptable pending submittal of shop
drawings to and approval from the Architect, however, field welding,
or joints using set screws, expansion or snap rings or gaskets with
expanding metal inserts will not be acceptable."
N. Post indicator shall be UL and FM listed, cast iron, vertical type
with two p1exig1ass windows aluminum target plates indicating "open"
arid "shut" and lockable angle wrench.
O. Water/Fire Meter and Strainer: Meter shall be Rockwell. Meter and
strainer shall be approved by Florida Keys Aqueduct Authority.
P. Insulated metallic locating wire (14 gauge copper) capable of
detection by a cable locator shall be provided for PVC pipe.
PART 3 - EXECUTION
3.1 INSTALLATION
A. All pipe laying and bedding shall conform to the requirements of
Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES.
B. All types of mechanical jOint pipes shall be laid and jOinted in full
conformance with manufacturer's recommendations, which shall be
submitted to the Architect and local governing agencies for review and
approval. Torque wrenches set as specified in AWWA Specif.ication
Clll-64, shall be used.
C. Valves shall be examined and cleaned before placing and shall be set
vertically.
D. Va 1 ve boxes shall cons i st of cast iron base to fi t over bonnet of
valve; adjustable cast iron jacket, 5" in diameter and cast iron
cover. Adjust cover to average street or ground elevation. Earth
shall be tamped about valve box the full depth of backfill.
E. Hydrants:
1. Hydrants shall be cleaned and placed in a true vertical position
and located as shown on the plans and accompanying detail sheet,
but in any case shall be located as to be convenient for access
and to avoid obstruction to traffic. When placed between walk
and curb, the hydrant shall be set that no portion of nozzle caps
shall be nearer than 1'-6" from the gutter face of the curb.
2. Under each hydrant the ground shall be excavated to a depth of at
1 east l' _0" below the hydrant base for an area approximately
3'-0" square. This excavation shall be filled up to the
elevation of the hydrant base with well compacted, clean coarse
gravel or crushed stone.
F. Concrete Encasement:
1. Concrete encasement (2500 psi concrete) shall be constructed as
shown on the Drawings. Coordinate with requirements of Section
03300 - CAST-IN-PLACE CONCRETE.
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-5
SECTION 02644
WATER MAINS
3.2
2. The points of beginnning and ending of pipe encasement shall be
not more than 6" from a pipe joint to protect the pipe from
cracking due to uneven settlement of its foundation or the
effects of superimposed live loads.
G. All water mains shall be flushed to remove all sand and other foreign
matter. The velocity of the flushing water shall be at least 4'-0"
per second. Dispose of the flushing water without causing a nuisance
or property damage.
H. PVC Locating Wire
1. Bury wire directly above centerline of pipe.
2. Locating wire shall terminate at the top of each valve box and be
capable of extending 12" above top of box in such a manner so as
not to interfere with valve operation.
3. Use duct tape as necessary to hold wire directly on the top of
the pipe.
HYDROSTATIC TESTS
A. All water pipe shall be tested at a line pressure of 150 psi for a
period of two hours per AWWA C600. The tests shall be conducted under
the supervi s10n of the water personnel of the local governmental
agency, and a representative of the Architect, at a time convenient
to all parties. Rate of loss shall not exceed that specified in the
paragraph "Allowable limits for leakage".
B. Supply a standard type of test pump, a suitable device for measuring
water and a standard pressure gauge with all necessary fittings; all
of which shall be approved. The test equipment shall be attached to
the pipe in an approved manner. Compressed air shall not be used for
testing. '
C. Install temporary blow-offs for flushing and disinfection and provide
auxiliary means of filling new water main. Such arrangement shall be
per Water Department of the Governmental Agency having jurisdiction.
Extent of water main to be tested at anyone time shall be as directed
by the local water department.
3.3
ALLOWABLE LIMITS FOR LEAKAGE
A. The hydrostatic pressure tests shall be performed per AWWA C600 and no
installation, or section thereof, will be acceptable until the leakage
is less than the number of gallons per hour as determined by the
formula:
L .. ~v.
133,200
in which,
L.. Allowable leakage, in gallons per hour
S = Total length of pipe in feet in the section of main being tested.
D = Pipe diameter in inches
P = Average test pressure during the test in psi gauge
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-6
SECTION 02644
WATER MAINS
3.4 DISINFECTION
A. After satisfactory hydrostatic test is obtained and before the water
distribution system is placed in service it shall be disinfected in
accordance with AWWA Specification C601 and C651,(tab1et method alone
is not acceptable); and, its disinfection shall be demonstrated by
bacteriological tests conducted in accordance with "Standard Methods
for Examination of Water and Sewage" for the co1iaerogenes group, by
an approved 1 aboratory, acceptable to the County Health Department
having jurisdiction.
B. The chlorine treated water shall remain in the main at least 24 hours,
and at the end of that time the chlorine residual at pipe extremities
and other representative points shall be at least 10 ppm. If the
chlorine residual shall be less than 10 ppm, at the end of 24 hours
further application of chlorine shall be made and the retention period
repeated until the required 10 ppm residual is obtained.
C. Following chlorination, all treated water shall be thoroughly flushed
from the main until the replacement water throughout its length shall
upon test, both chemically and bacteriologically, be proven equal to
the water quality in the source water supply system.
D. Should the initial treatment of all or any section of the mains, in
the opinion of the governing agency or Architect prove ineffective,
the ch 1 ori nat i on procedure shall be repeated unt i 1 confi rmed tests
show that water sampled from the new mains conforms to the foregoing
requirements.
3.5 CONNECTION TO EXISTING SYSTEM
A. All connections to existing mains shall be made after complete
disinfection of the proposed system and shall be made under the
direction of the Owner's of the existing system. Valves separating
the mains being installed from existing mains shall be operated by or
under the direction of said Owner's Representative.
B. In the event the Owner will be without water while a connection is
being made, notify the Construction Manager and Architect in advance
when the water will be turned off and when service will be resumed.
The connections may have to be made at night or on weekends.
********************
END OF SECTION 02644
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02644-7
SECTION 02674
FIRE WELLS
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Well drilling
B. Well casing installation
C. Keeping records and samples.
D. Well development by pumping
E. Testing and protection of finished water well.
1.2 SCOPE OF WORK
A. Construction and testing of the fire well.
B. Location: The wells is to be constructed at the locations shown.
1. The we 115 shall be i nsta 11 ed in accordance with 1 oca 1 fi re
department regulations. The wells shall consist of 16" steel
pipe, open hole drilled to required depths.
2. It is the intention of the Architect that drilling, pumping, and
other work as required shall proceed until a water supply meeting
the quantity specified is obtained. The well bottom shall be
founded in a relatively dense rock layer or zone. The driller
shall inform the Construct i on Manager of the depth dri 11 ed duri ng
each previous day's drilling and of his expected progress to
completion. The Construction Manager concurrence shall be
required for discontinuance of drilling operations if the depth
is less than estimated in these documents or on a daily basis if
drilling is proposed to continue beyond the estimated depth.
C. It is the Architect's design intent that the well shall be capable of
producing not less than 1000 gpm while pumping for two hours
continuously.
1.3 PROTECTION OF SITE AND DISPOSAL OF CUTTINGS
A. Except as otherwise provided, the Contractor shall protect all trees
and shrubbery, etc., during progress of the work, shall dispose of all
cutt i ngs, dri 11 i ngs, debris, and unused materi a 15, and shall upon
completion of the work, restore site as nearly as possible to its
original condition. Water pumped from the well shall be conducted to
a place where it will be possible to dispose of the water without
damage to property or creation of a nuisance, and where such water
cannot flow back into the pumping well.
1.4 PERMITS
A. Procure all permits, certificates and licenses required by law for the
execution of the Work, including what may be required by the Water
Management District. Comply with all federal, state or local laws,
ordinances or rules and regulations relating to the performance of the
work.
1. 5 UNIT PRICES
A. Refer to Division One for scope of units prices required of items
specified under this section.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02674-1
SECTION 02674
FIRE WELLS
B. Unit prices (established on the bid Form) will apply in the event
additions to or deductions from the Work are required and authorized
by a written order from the Architect to Contractor.
1. Un it pri ce is to be the same for overrun and underrun with in
first 20% of indicated length and is to include drilling, casing,
testing, records and logs.
1.6 CONSTRUCTION MATERIALS AND METHODS
A. All work shall conform to the City of Key West Fire Department
regulations.
B. Competent Workmen: Employ only competent workmen for execution of the
Work, and all work shall be performed under direct supervision of an
experienced well driller satisfactory to the Architect and
Construction Manager.
C. Maintain at the site equipment which shall be in good operating
condition during the life of the Contract. In the event that during
the course of the Work the equipment, judged on the basis of the work
completed, is considered unsatisfactory by the Architect or
Construction Manager, the Contractor shall be notified in writing and
shall not proceed with the Work until the deficiency is corrected.
D. Samples and Records: .
1. Submit a daily report describing the items of work accomplished,
such as depth drilled, casing set, etc., the water level in the
well at the beginning and end of each shift and such other
pertinent data as he is required to record, and this shall
include an hourly record of drilling progress (footage). Keep a
running summary of the daily reports at the site for review by
the Architect or Construction Manager upon request. I
2. Samples of the drill cuttings shall be taken at least every five
(5) feet, and at changes of strata and identified.
E. Casing: Casing pipe to be used for this work shall be new black
steel pipe conforming to those specifications listed in AWWA Specifi-
cations A100, latest revision, with threaded or welded couplings.
1.7 WELL DEVELOPMENT
A. Exercise extreme care in the performance of work in order to prevent
the breakdown or caving in of strata overlying that from which the
water is to be drawn. Develop, clean, bail and pump the well by such
methods until the water pumped from the well, at the design pumping
rate, shall be substantially free from sand.
1.8 TESTING AND FINAL OPERATIONS
A. P1umbness and Alignment:
1. All holes, casings, and liners shall be constructed round, plumb
and true to 1 ine. To demonstrate comp1 iance, make tests for
p1umbness and alignment after the complete construction of the
well and before its acceptance.
2. P1umbness and alignment shall be tested by lowering into the well
a section of pipe 40 feet long or a dummy of the same length.
The outer diameter of the plumb shall not be more than 1/2"
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02674-2
SECTION 02674
FIRE WELLS
smaller than the diameter of the casing or hole being tested. If
a dummy is used, it shall consist of a rigid spindle with three
rings, each ring being a true cylinder 12" long. The rings shall
be positioned one at each end and one in the center of the dummy.
The central shaft of the dummy shall be rigid to maintain the
alignment of the axis of the rings.
3. Should the pl umb or dummy fail to move freely throughout the
length of the casing or hole, or should the well vary from the
vertical in excess of 2/3 the smallest inside diameter of that
part of the well being tested per 100 feet of depth, the
plumbness and alignment of the well shall be corrected. Failure
to correct such faulty alignment or plumbness shall cause the
Owner to refuse to accept the well.
B. Testing for Yield and Drawdown:
1. After the well has been completely constructed, developed,
cleaned out and the depth accurately measured, make the necessary
arrangements for conducting a pumping test and notify the
Architect, Construction Manager and authority having jurisdiction
24 hours in advance of the test. Furnish all labor, power
lubricants, materials, equipment, labor and supplies for this
test. .
2. Furnish, install and operate the pumping equipment necessary to
pump from the well at a rate of the design gpm, and the
installation shall be equipped with a gate valve or other
throttling device acceptable to the Architect, so that reduced
discharge rates may be obtained. Evidence to the satisfaction of
the Architect shall be provided (prior to test pump installation)
to ensure that the capacity of the test pump and other ,related
equipment meets these specifications. At least 24 hours prior to
the test run, test run the pumping unit for a sufficient length
of time to determine that the pumping unit and well performance
meet the specified conditions.
3. The pumping unit shall be complete with a prime mover of ample
power controls and appurtenances and shall be capable of being
operated without interruption for a minimum period of eight
hours. During this test pumping, the well must be equipped with
an air line or otherwise open in some manner that will permit
accurate drawdown measurements to be made. Once started, pumping
must continue without interruption to the end of the test period
as designated by the authority having jurisdiction. The duration
of the test period will be not less than eight hours. The test
pump and prime mover shall remain installed after the pumping
test and until the results have been studied and accepted by the
Architect and authority having jurisdiction.
4. Furnish all necessary discharge piping for the pumping unit which
shall be of sufficient size and length to conduit the water being
pumped away from the well to an approved poi nt where its
discharge will not create a nuisance, and assure that the water
is di sposed of in a manner that prevents any poss i bi 1 i ty of
recirculation. Install and maintain equipment for measuring the
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02674-3
SECTION 02674
FIRE WELLS
flow of water from the test pump. Co 11 ect water samples for
chemical analysis or collecting 'other data, as may be desired
during the test.
5. After completion of the well test, remove by bailing or other
approved methods any sand, stones or other foreign material that
may have become deposited in the well.
C. Abandonment of Well:
1. In the event that failure to drill to the depth specified or to
such 1 esser depth as ordered by the Construction Manager or
Architect, or should Contractor abandon the well because of loss
of tools or for any other cause, Constractor shall fill the hole
in accordance with the methods outlined in Section Al-13, Sealing
Abandoned Wells, of the American Water Works Association A-100,
latest revision.
D. Temporary Capping:
1. At all times during the progress of the work, protect the well in
a manner that will effectively prevent either tampering with the
well or the entrance of foreign matter into it, and upon its
completion provide and set a substantial screwed, flanged, or
welded cap.
E. Disposal of Pumped Water:
1. Arrange with the Construction Manager for a suitable site for
disposal of water. Water may not create a hazard, obstruct free
movement of traffic, nor cause property damage to others.
F. Completion of Work
1. At completion of work, submit copies of all test reports and
final certifications for operation to the Architect and the
Owner.
PART 2 - PRODUCTS
N/A
PART 3 - EXECUTION
N/A
********************
END OF SECTION 02674
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02674-4
SECTION 02685
GAS DISTRIBUTION SYSTEM
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Natural Gas System
1.2 QUALITY ASSURANCE ,
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site gas piping systems.
B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for
selection and payment.
1.3 JOB CONDITIONS
A. Give adequate advance notice to publ ic municipal ities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations and repair if damaged at no cost to the Owner. If utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect immediately. Repair said damaged 1 ines immediately and
contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and the Architect prior to disruption of traffic flow due to
excavation of road and walkways incidental to work of this Section.
D. Barricade open excavations occurring as part of this work and post
with warning lights. Operate warning lights as recommended by
authorities having jurisdiction. Protect structures, utilities,
sidewalks, pavements and other facilities from damage caused by
settlement, lateral movement, undermining, washout and other hazards
created by earthwork operation.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Per local Gas Company requirements.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Installation shall be per local Gas Company requirements.
********************
END OF SECTION 02685
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02685-1
SECTION 02720
STORM SEWERAGE
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Storm Sewer Systems
B. Miscellaneous Appurtenances.
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site storm drainage system.
B. Testing lab: Refer to DIVISION ONE - TESTING lABORATORY SERVICES for
selection and payment.
C. Comply with Florida Department of Transportation (F.D.O.T.) "Standard
Specifications for Road and Bridge Construction" 1986 Edition, where
applicable.
1.3 SUBMITTALS
A. Provide shop drawings and certifications of all materials covered
under this section.
B. To requirements of Project Record Documents, Division One, include
storm system locations, invert elevations and structure locations.
1.4 JOB CONDITIONS
A. Give adequate advance notice to publ ic municipal ities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations and repair if damaged at no cost to the Owner. If ,utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due negligence on his part, notify the
Architect immediately. Repair said damaged lines immediately.
Contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and Architect prior to disruption of traffic flow due to
excavation of road and walkways incidental to work of this Section.
1.5 EXCAVATION AND BACKFIll
A. All excavation, preparation of pipe bedding, backfilling and related
work shall conform to the requirements of Section 02226 - EXCAVATING,
BACKFIllING AND COMPACTING FOR UTILITIES.
PART 2 - PRODUCTS
2.1 STORM SEWER
A. Concrete Pipe:
1. Conform to the requirements of specifications for "Reinforced
Concrete Culvert, Storm Drain, and Sewer Pipe" as designated in
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02720-1
SECTION 02720
STORM SEWERAGE
ASTM C-76 except that both the bell and spigot of each pipe shall
contain circumferential reinforcement equal in area to that of a
single line within the barrel of the pipe. Pipe shall be
manufactured and furn i shed in a class and wall th i ckness as
specified or shown on the Drawings, and in accordance with the
design and strength requirement prescribed in Tables I to V with
wall thicknesses A, B, or C corresponding thereto.
2. Reinforced sewer pipe jointing material may consist of mastic
joint filler similar to DeWITT "No. 10 Sewertite" or Architect
approved equivalent.
B. Ductile Iron Pipe:
1. Conform to ANSI A21.51, Class 53 with bituminous coating on
outside surface. The interior surface of all ductile iron sewer
pipe with a nominal diameter of eight inches (8") and larger:
lined with virgin polyethylene compounded with carbon black to
resist exposure to ultraviolet rays during open air storage. The
lining shall comply with ASTM D1248 latest revision. The
polyethylene shall be fused to the pipe with heat in accordance
with the manufacturer's recommendations to form a tightly bonded
lining approximately forty mils thick, extending from the spigot
end to the gasket seat in the bell socket.
2. Joints: conform to ANSI A21.11 push-on or mechanical joints,
plain tip neoprene gaskets unless noted otherwise.
C. Plastic Filter Fabric:
1. Filter fabric shall be MARAFI 140N or Architect approved
equivalent.
2.2 MISCELLANEOUS APPURTENANCES
A. Pipe Adapter:
1. Donut pipe adapter shall be manufactured from virgin polyvinyl
chloride or polyurethane adaptable to similar or dissimilar pipes
of the same or different sizes. Donuts shall be equal to FERNCO
JOINT SEALER COMPANY, DICKEY COMPANY as approved by local
plumbing codes or Architect approved equivalent.
B. Service Connections:
1. Openings for connections to sewers shall be placed as shown on
the Drawi ngs. Standard wye branch or tee shall be used.
Openings shall be placed approximately 30. up from horizontal
position, never in a vertical position. Place and tamp concrete
with a compressive strength of 3000 pounds per square inch at 28
days about these connections for rigid pipe and close the opening
with suitable water tight stopper. The joint to receive plug or
riser pipe shall be compression type.
2. The wye branches or openings shall be fitted with long radius
elbow and extension. No wye or opening or extension shall be
covered with fill until its location has been recorded.
3. Place pipe risers extending from the branch openings of the sewer
up to within 8'-0" of the ground surface or to intercept existing
building connections. These risers shall be laid up and held in
place in a substantial manner and surrounded by concrete with a
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02720-2
SECTION 02720
STORM SEWERAGE
compressive strength of 3000 pounds per square inch at 28 days or
angular 1/4" to 1-1/2" graded stone. Openings in the top of
riser pipes, not connected to live leads shall be closed by means
of water tight stoppers that are capable of withstanding an air
test.
C. Pipe with approved compression type joints shall be installed to
within 5'-0" of the building. Leads shall be laid on a minimum
uniform slope of 1/8" per foot unless a slope is indicated on the
Drawings.
PART 3 - EXECUTION
3.1 CONCRETE ENCASEMENT
A. Provide concrete encasement using concrete with a minimum compressive
strength at 28 days of 2500 pounds per square inch where:
1. The sewer or service pipe shall have less than 30" of cover
between the top of the pipe and the final top of pavement or
ground line. This does not apply to concrete pipe.
2. The points of beginning and ending of sewer, or service pipe
encasement shall be not more than 6" from a pipe joint to protect
the pipe from cracking due to uneven settlement of its foundation
or the effects of superimposed live loads.
3.2 CONNECTIONS TO EXISTING STRUCTURES AND SEWERS
A. Various sewer lines shall be connected to existing manholes and
structures which will require cutting into the existing structure.
Line drill existing structure on four inch centers before breaking out
concrete. Exercise care in cutting into the existing structure and
any damage done to the structure shall be repaired at no expense to
the Owner.
3.3 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP
A. Method of testing and measurement shall be approved by the Architect
and local governing agency. Provide necessary equipment and labor for
making tests.
1. The pipe barrel between sewer structures shall be straight and of
uniform slope. Service connections shall not protrude into the
pipe barrel.
2. The pipe alignment shall permit light to be visible when the
barrel is lamped between structures. Where light is not visible,
the conduit shall be televised; (recorded, and certified in a
format acceptable to authority having jurisdiction); between
manholes at no cost to the Owner.
3. All cracked pipe, misaligned joints, and points of observable
infiltration shall be re-excavated and repaired. Grouting will
not be acceptable.
4. Submit a repair procedure to correct any defiCiency as they
occur. The Contractor shall bear the cost of correcting rejected
work. The Architect, or the governing agency having
jurisdiction, shall review the procedure prior to implementing.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02720-3
SECTION 02720
STORM SEWERAGE
3.4 CLEAN-UP
A. Upon completion of work of this Section, leave all components of the
drainage systems completely free of silt, debris and obstructions.
********************
END OF SECTION 02720
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02720-4
SECTION 02721
SEWER STRUCTURES
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Manholes, Catch Basins, Inlets, and Junction Boxes
1.2 QUALITY ASSURANCE
A. Provide at least one person who shall be thoroughly trained and
experienced in skills required, who shall be completely familiar with
requirements of work described in this Section and who shall be
present during progress of work of this Section, and who shall direct
work performed under this Section.
B. For actual finishing of concrete surfaces and operation of required
equipment, use only personnel thoroughly trained and experienced in
skill required.
C. Work shall conform to national, state, county, city and institutional
codes governing installation of site utility systems.
D. Submit five sets, a letter of certification describing each sample for
review certifying that the materials or equipment submitted complies
with the requirements set forth in drawings and specifications. The
source of certification shall be as approved by the Architect. When
statements on certificates originate with the manufacturer, endorse
all claims and submit statement in Contractor's name. No materials
or manufactured products shall be incorporated in the work prior to
Architect's receipt of such certification.
E. Testing Lab: Refer to Division One - TESTING LABORATORY SERVICES for
selection and payment.
1.3 SUBMITTALS ,
A. Provi de shop drawi ngs and cert i fi cat ions of all materials covered
under this section.
B. To requirements of Division One, Project Record Documents, submit
record drawings to include all structure locations and all invert
elevations.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Use means necessary to protect materials of th is Sect i on before,
duri ng and after i nsta 11 at i on and to protect i nsta 11 ed work and
materials of other trades.
B. Be responsible for safe storage of material furnished and accepted for
the intended work, until it has been incorporated in completed
project. Interior of pipe, fittings and other accessories shall be
kept free from dirt and foreign matter.
C. Access and storage areas shall be returned to normal usable condition
at end of project.
1.5 JOB CONDITIONS
A. Give adequate advance notice to pub1 ic municipal ities and util ity
companies of proposed work.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02721-1
SECTION 02721
SEWER STRUCTURES
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations and repair if damaged at no cost to the Owner. If utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect inmediately. Repair said damaged 1 ines immediately and
contract price will be adjusted in accordance with the provisions of
the Contract.
1.6 EXCAVATION AND BACKFILL
A. All excavation, preparation of pipe bedding, backfilling and related
work shall conform to the requirements of Section 02226 - EXCAVATING,
BACKFILLING AND COMPACTING FOR UTILITIES.
C. Coordinate work of this section with other construction activities
taking place simultaneously on site.
D. Adequate advance notice shall be given interested governmental
agencies prior to disruption of traffic flow due to excavation of road
and walkways incidental to work of this Section.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Mortar shall be composed of one part Portland cement and two parts
masonry sand, by volume.
B. Brick shall be hard burned common brick or concrete brick, conforming
to ASTM C-32, measuring approximately 2-1/4" x 3-3/4" x 8" and,be free
from foreign matter, cracks and flaws. Brick shall have a minimum
compressive strength of 2000 psi and an average water absorption of in
24 hours not exceeding 22% of dry weight. Common brick shall be
thoroughly wetted prior to laying. Brick shall be laid radially in a
full bed of mortar and a 1/2" coat of mortar shall be app 1 i ed to
outside of manhole.
C. Solid concrete radial block having a minimum compressive strength of
2000 psi shall be not less than 8" in radial thickness. Cone or
batter block shall be used for the upper section. All block shall be
laid in a full bed of mortar and a 1/2" coat of mortar shall be
applied to outside of manhole.
D. Precast sections shall be a minimum of 8" thick and comply to ASTM
C-478 or ASTM C-76 Class III, as required by depth below ground. All
sanitary sewer manholes shall have a minimum 8" thick walls and also
meet the requirements of ASTM C-478 and shall be coated inside and
outside with two coats of KOPPERS 300-M bitumastic (or Architect
approved equivalent) to give a minimum dry thickness of 16 mils. The
top section shall be an eccentric cone with one straight side having
a top face a minimum of 8" wide. The top section shall be set at an
elevation to provide for 3 courses of brick between the top face and
the manhole frame when set to grade, unless a watertight bolted frame
and cover are required. Precast sections for sanitary manholes shall
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02721-2
SECTION 02721
SEWER STRUCTURES
have a modified grooved tongue with rubber gasket. All other precast
shall be standard tongue and groove using mastic joint material equal
to DeWITT #10. All interior jOints shall be pointed with mortar and
all visible leaks must be stopped.
E. Cast-in-P1ace Concrete Structures:
1. Concrete Materials:
a. Portland Cement: ASTM CISO; normal Type I.
b. Fine and Coarse Aggregates: ASTM C33.
c. Water: Clean and free from injurious amounts of oil,
alkali, organic matter or other deleterious material.
2. Reinforcement:
a. Reinforcing Steel: 60 ksi yield strength; deformed billet
steel bars; ASTM A6IS; plain finish; #5 size.
b. Welded Steel Wire Fabric: Plain type; ASTM AI8S; plain
galvanized finish; 6" x 6", 1.4 x 1.4 size.
c. Tie Wire: Minimum 16 gage annealed type, or patented system
acceptable to the Architect.
3. Formwork and Accessories:
a. Formwork: Matched, tight fitting and adequately stiffened
to support weight of concrete without deflection detrimental
to tolerances and appearance of concrete and in accordance
with ACI 301 and ACI 347.
b. Joint Filler: Minimum 1/2" thick asphaltic impregnated
fiberboard.
c. Concrete Curing Compound: Chlorinated rubber type; clear
color; ASTM C308, Type 1.
4. Concrete Mix:
a. Mix and proportion to produce minimum 3000 psi concrete at
28 days with maximum slump of 3", and 4 to 6 percent air
entrainment; ASTM C94.
b. Use accelerating admixtures in cold weather only when
acceptable to the Architect. Use of admixtures shall not
re 1 ax cold weather placement requ i rements. Do not use
calcium chloride.
2.2 CASTINGS:
A. Gray iron castings for manhole frames, covers, grates, and other items
shall conform to the ASTM A-48, Class 30. Castings shall be local
municipal standard or as indicated on Drawings.
B. The seating surfaces between frames and covers shall be machined to
fit true.
C. The words "STORM SEWER" or "SANITARY SEWER" shall be cast in all
manho 1 e covers, wh i chever is app 1 i cab 1 e . All manhole frames and
covers shall be traffic bearing unless otherwise specified.
D. Where indicated, structure covers and grates shall be bolted to the
frames with tamper-resistant stainless steel bolts.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02721-3
SECTION 02721
SEWER STRUCTURES
PART 3 - EXECUTION
3.1 SEWER STRUCTURES
A. Manholes, inlets and catch basins shall be constructed of brick,
block, cast-in-place, or precast concrete sections. The lower section
shall be as shown on Drawings.
B. Bottoms shall be a minimum of 8" thick and be constructed of concrete
with a compressive strength of 3000 pounds per square inch at 28 days.
Precast bottoms may be used, providing they are set on a minimum of 2"
of granular bedding, compacted in place. No dry bottoms are allowed.
All manholes shall have channeled bottoms. For sewers 15" in
diameter, or less, the channel shall be 1/2 depth of pipe. For sewer
larger than 15" diameter, the channel shall be a minimum of three
quarters of the pipe diameter.
C. All pipe entering or leaving and not required to have flexible, water-
tight seals at walls shall be supported by pouring concrete with a
compressive strength of 2500 pounds per square inch at 28 days fill
from undisturbed ground to pipe center line, from structure to
undisturbed ground at trench sides. See detail sheets and/or
specifications for requirements governing flexible, watertight seals.
D. Backfill around all manholes and catch basins shall be granular
material, placed uniformly around the structure in 1'-0" lifts and
compacted in place. No backfill shall be placed about manhole for 24
hours if an outside mortar coat has been applied. Coordinate with
Section 02226 - EXCAVATING, BACKFILLING AND COMPACTING FOR UTILITIES.
E. Wall Thickness:
8"
12"
16"
Material
Brick or Block
Brick or Block
Brick or Block
DeDth Below Ground
o to 16'-0"
16'-0 to 24'-0"
24'-0 to 32'-0"
Wall Thickness
Precast
o to 25'-0"
25'-0" and over
(Variable)
(Variable)
ASTM C-478
ASTM C-76 Class III
Below a depth of 13'-0", walls of brick manholes shall be laid in
alternate stretcher and header courses.
F. After manholes and catch basins have been completely constructed and
inspected, and proper backfilling and grading operations have been
completed, immediately clean site of all resultant debris or excess
materials.
*********************
END OF SECTION 02721
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02721-4
SECTION 02730
SANITARY SEWERAGE
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Sanitary Sewer System
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site sewer systems.
B. Testing Lab: See Division One - TESTING LABORATORY SERVICES for
selection, payment, and usage of this service.
1. 3 SUBM ITT ALS :
A. Submit a letter of certification describing each sample for review
certifying that the materials or equipment submitted complies with the
requirements. The source of certification shall be as approved by
authority having jurisdiction. When statements on certificates
originate with the manufacturer, endorse all claims and submit written
certification from the Contractor. No materials or manufactured
products shall be incorporated in the work prior to authority having
jurisdiction receipt of such certification. Shop drawings shall also
be submitted for all items covered in this section.
B. Comply with requirements of Division One - PROJECT RECORD DOCUMENTS.
Include the location of structures, and pipe invert elevations.
C. Test Reports
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Protect materials of this Section and to protect installed work and
materials of other trades. ,
B. Protect stored material furnished and accepted for the work intended.
Excavated material sand backfi 11 materials shall be kept free from
dirt and foreign matter contamination.
C. Access and storage areas shall be returned to normal usable condition
at end of project.
1.5 JOB CONDITIONS
A. Give adequate advance notice to public municipalities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known by on-site inspection prior to excavation that are indicated to
be retained, as well as utility lines constructed during excavation
operat ions. Repair if damaged at no cost to the Owner. If ut i1 i ty
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect inunediate1y. Repair said damaged 1 ines inunediate1y and
contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and Architect prior to disruption of traffic flow due to
installation of sanitary sewer system of this Section.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02730-1
SECTION 02730
SANITARY SEWERAGE
1.6 EXCAVATION AND BACKFILL
A. All excavation, preparation of pipe bedding, backfilling and related
work shall conform to the requirements of Section 02226 - EXCAVATING,
BACKFILLING AND COMPACTING FOR UTILITIES.
PART 2 - PRODUCTS
2.1 SANITARY SEWER
A. PVC Pipe:
1. SDR35 type PSM conforming to ASTM 03034 for sewer service 4 inch
and larger.
2. Installed in Class I or Class II embedment material in accordance
with ASTM 02321.
B. Ductile Iron Pipe:
1. Conform to ANSI A21.5I, Class 53 with bituminous coating on
outside surface. The interior surface of all ductile iron sewer
pipe with a nominal diameter of eight inches (8") and larger:
lined with virgin polyethylene compounded with carbon black to
resist exposure to ultraviolet rays during open air storage. The
lining shall comply with ASTM 01248 latest revision. The
polyethylene shall be fused to the pipe with heat in accordance
with the manufacturer's recommendations to form a tightly bonded
lining approximately forty mils thick, extending from the spigot
end to the gasket seat in the bell socket.
2. Joints: conform to ANSI A21.11 push-on or mechanical joints,
p 1 a in tip neoprene gaskets unless noted 'otherwi se.
C. Pipe Adapter:
1. Donut pipe adapter: manufactured from virgin polyvinyl chloride
or polyurethane adaptable to similar or dissimilar pipes of the
same or different sizes. Donuts: equal to FERNCO JOINT SEALER
COMPANY, DICKEY COMPANY, or as approved by local plumbing codes.
2.2 SERVICE CONNECTIONS
A. Openings for connections to sewers: as indicated. Standard wye branch
or tee shall be used. Openings: placed approximately 30.up from
hori zonta 1 pos it ion, never in a vert i ca 1 pos it ion. P1 ace and tamp
concrete with a compressive strength of 3000 pounds per square inch at
28 days around connections for rigid pipe. Close the opening with a
suitable water tight stopper. The joint to receive plug or riser pipe
shall be compression type.
B. The wye branches or openings shall be fitted with long radius elbow
and extension made therefrom. No wye or opening or extension shall be
covered with earth until its location has been recorded.
C. Furnish and place pipe risers extending from the branch openings of
the sewers up to within 8'-0" of the grade or to intercept existing
building connections. These risers shall be laid up and held in place
in a substantial manner and surrounded by concrete with a compressive
strength of 3000 pounds per square inch at 28 days or angular 1/4" to
1-1/2" graded stone. Openings in the top of riser pipes not connected
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02730-2
SECTION 02730
SANITARY SEWERAGE
to live leads shall be closed by means of water tight stoppers that
are capable of withstanding an air test.
D. Install pipe with approved compression type jOints to within 5'-0" of
the building. Leads: laid on a minimum uniform slope of 1/8" per foot
unless a slope is indicated on the Drawings. Provide a temporary plug
at the end of pipe until the building waste system can be connected to
the sanitary sewer.
PART 3 - EXECUTION
3.1 CONCRETE ENCASEMENT
A. Provide concrete encasement using concrete with a compressive strength
of 2500 pounds per square inch at 28 days where:
1. The sewer or service pipe shall have less than 2'-6" of cover
between the top of the pipe and the rough grade elevation or
ground line.
2. The sanitary sewer or service pipe crosses over, or at a depth
which provides less than 1'-6" clear distance between pipes when
crossing under water mains. Encasement shall extend a minimum of
10'-0" on each side of the point of crossing.
3. The lateral separation of the sanitary sewer pipe and potable
water piping is less than 10'-0".
4. The points of beginning and ending of sewer, or service pipe
encasement shall be not more than 6" from a pipe jOint to protect
the pipe from cracking due to uneven settlement of its foundation
or the effects of superimposed live loads.
3.2 CONNECTIONS TO EXISTING SEWER STRUCTURES AND SEWERS
A. Vari ous sewer 1 i nes shall be connected to exi st i ng manholes and
structures which will require cutting into the existing structure.
Line drill existing structure on 4" centers before breaking out
concrete. Exercise care in cutting into the existing structure and
any damage done to the structure shall be repaired at no expense to
the Owner.
3.3 CROSSING OF SANITARY SEWER AND WATERMAINS
A. Where the sanitary sewer or service pipe crosses over a watermain, or
where the sanitary sewer or service pipe is at a depth which provides
less than 18" clear vertical distance between pipes when crossing
under watermains, the sanitary sewer line shall be encased with
ductile iron pipe for a minimum of 10 feet on either side of
watermain. Seal each end with non-shrink grout.
3.4 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP
A. Lamping of the completed sewer system as well as infiltration and
exfiltration tests will be performed after complete backfilling and
the laying of the roadway base. A final inspection will be held
after the roadway is completed to verify that the system has not been
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02730-3
SECTION 02730
SANITARY SEWERAGE
damaged. All lines and appurtenances not meeting specifications or
reasonable standards shall be repaired or replaced.
B. Each manhole or other appurtenance to the system shall be of the
spec i fi ed size and form, be watert i ght, neatly and substant i all y
constructed with the top set permanently to exact position and grade.
All repairs shown necessary by the inspection are to be made; broken
or cracked pipe replaced; all deposits removed and the sewers left
true to line and grade, entirely clean and ready for use.
C. All sanitary sewers shall be 1amped. The 1amping will determine that
the lines have been laid to accurate line and grade. Each section of
the sewer is to show on examination from either end a full circle of
light between manholes.
D. Infiltration and Exfi1tration Testing:
1. All sanitary sewers shall be subjected to an infiltration or
exfi1tration test, or a combination of same, prior to acceptance
by the Owner and governmental authori ty . All sewers over 24 II
diameter shall be subjected to infiltration tests.
2. All sewers of 24" diameter or less, where the ground water level
5'-0" above the top of the sewer shall be subjected to infiltra-
tion tests.
3. All sewers of 24" diameter or less, where the ground water level
is less than 5'-0" above the top of the sewer shall be subjected
exfi1tration tests.
4. If an exfi1tration test is performed, the maximum exfi1tration
rate shall be the same as that permitted for infiltration.
5. For the purpose of exfi1tration testing, the internal water level
sha 11 be equal to the extern a 1 water 1 eve 1 plus 5' -O-" as measured
from the top of the pipe. I
E. Test PVC pipe for excessive deflection by passing a mandrel through
the 1 ine. The mandrel shall be a "go/no go" type with a diameter
equal to 95% of the inside diameter of the pipe. Any section of pipe
not passing this test shall be excavated and installed properly.
F. Within a reasonable length of time following pipe-laying and back-
filling, complete all work necessary to perform testing. Perform all
necessary preliminary tests and make all necessary repairs, including
the repair of all visible leaks and cracks, and retests to ready the
sewers for final inspection and witnessing of tests by the Owner or
governmental agency.
G. If a sewer fails to pass the previously described tests, the
Contractor shall determine the location of the leaks, repair them and
retest the sewer. The test sha 11 be repeated until sat i sfactory
results are obtained.
I. Method of testing and measurement shall be approved by the
Governmental Agency. Provide necessary equipment and labor for making
tests.
J. Chemi ca 1 or cement grouting wi 11 not be cons i dered an acceptable
method of repairing leaking pipe, joints, or structural failures,
except where specifically approved by the Governmental Agency.
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02730-4
SECTION 02730
SANITARY SEWERAGE
K. Where ground water conditions require dewatering operations in order
to construct sewers of 24" diameter or smaller, perform preliminary
exfiltration tests after backfilling and while the dewatering
equipment is still operating.
L. Where preliminary acceptance tests have been performed shortly after
sewer construction, such tests will not automatically result in
acceptance of the sewer. F i na 1 acceptance wi 11 not be cons i dered
until after a reasonable length of time following pipe laying and
backfilling to allow as much as possible for development of the earth
load on the pipe.
M. Maximum allowable infiltration shall not exceed 100 gallons per inch
of diameter per mile of pipe per 24 hours for the overall project.
Maximum allowable infiltration shall not exceed 200 gallons per
inch of diameter per mile of pipe per 24 hours for any individual run
between manholes.
3.5 CLEAN UP
A. Upon completion of work of this section, leave all components of the
sewage system completely free of silt, debris and obstructions.
********************
END OF SECTION 02730
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02730-5
SECTION 02930
LAWNS AND GRASSES
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Soddi ng
B. Maintenance of Area
1.2 QUALITY ASSURANCE
A. Comply with all current restrictions in regard to movement of sod into
or within areas which are outside of quarantine boundaries for the
imported fire ant, as issued by the following agencies:
1. U.S. Department of Agriculture, Animal and Plant Health
Inspection Service.
2. Florida Department of Agriculture, Division of Plant Industry.
1. 3 SUBMITTALS
A. Submit certificates of inspection as required by governmental
authorities. Submit data substantiating that materials comply with
specified requirements.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Sod cut more than 48 hours prior to placement shall not be used unless
reviewed by Architect. Sod delivered to job site which is either too
wet or too dry to handle without damage shall be rejected.
B. Deliver fertilizer to the site in original unopened containers bearing
manufacturer's guaranteed chemical analysis, name, trademark and
conformance to state laws. Do not use fertilizer which has become
wet, moldy or otherwise damaged in transit or in storage .
1.5 JOB CONDITIONS
A. Provide protection against trespassing and damage to grassed areas.
B. Contractor shall be responsible for damage to lawn areas that is
cause by work of his planting, mulching, plant maintenance or
replacements being done after lawn areas are accepted.
1.6 WARRANTY
A. Provide a three month warranty on labor and materials. Warranty period
shall begin upon date of final acceptance of work.
B. Warranty lawn material to be in good health and flourishing condition
for a period of three-months from date of final acceptance.
C. Make inspections at no extra cost to Owner during warranty period to
determine what changes should be made in Owner's maintenance program.
Changes recommended shall be submitted in writing to Owner and
Architect.
D. Replace without cost to Owner and as soon as weather conditions permit
lawn areas not in a thriving condition as determined by Architect and
at termination of warranty period.
E. Warranty repl aced 1 awn materi al for a period of three-months from
reinstallation date.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02930-1
SECTION 02930
LAWNS AND GRASSES
PART 2 - PRODUCTS
2.1 PLANT MATERIALS
A. Sod:
1. Sod: St. Augustine "F10ratam"; strongly rooted, free of noxious
weeds, bugs, fungus and other diseases. Sod shall be cultivated
stock grown in an established turf nursery at least 18 months
before lifting, mowed to a height of 1-1/2 inches before lifting,
uniformly thick with not less than 1 inch of soil.
2.2 OTHER MATERIALS
A. Topsoil:
1. Furnish topsoil if the quantity of existing stored or excavated
topsoil is inadequate for planting. Provide in sufficient
amounts required for the work. Topsoil required: a natural
fertile, friable soil, possessing characteristics of
representative productive soils in the vicinity.
Obta in from natura 11 y well -dra i ned areas; wi thout add mi xture of
subsoil and free from Johnson grass (Sorghum Ha1epense), nut
grass (Cyperus Rotundus) and' objectionable weeds and toxic
substances.
B. Fertil izer:
1. Commercial fertilizer: 8-8-8 formulation, of which 50% of the
nitrogen is in the urea-formaldehyde form and shall conform to
the applicable State Fertilizer laws. Fertilizer: granulated so
that 80% is held on a 16 mesh screen, uniform in composition, dry
and free-flowing.
C. Water:
1. Provide water for work of this Section, suitable for irrigation
and free from ingredients harmful to plant life. Provide hose
and other watering equipment required for successful execution of
work. Maintain watering schedule to date of Substantial
Completion of work.
D. Limestone:
1. Limestone: raw, ground agricultural 1 imestone containing not
1 ess than 90% ca 1 ci urn carbonate and shall be ground to such
firmness that 50% will pass through 100-mesh sieve and 90% will
pass through 20-mesh sieve.
PART 3 - EXECUTION
3.1 PREPARATION
A. Final grading and topsoil placement: as previously specified. Provide
final disking, if necessary, and hand raking to level minor
irregularities in grade, and remove completely: debris and stones over
one inch in any dimension.
HLM 90007.00-3
THE NEW MONROE COUNTY. DETENTION CENTER
BID GROUP ONE
02930-2
SECTION 02930
LAWNS AND GRASSES
3.2 PERFORMANCE
A. Ferti1 izer:
1. Apply fertilizer to all lawn areas at the rate recommended by
manufacturer, thoroughly incorporating it into the upper 2" of
soil .
2. Fertilizer operations will not be permitted when it is raining,
or when wind velocities exceed 5 mph.
B. Sodd i ng :
1. Correct all soft spots and inequities in the finish grade and
roll with a 500 pound hand roller before sodding.
2. Compacted silica sand shall be uniformly spread over a smooth
subgrade in all grassed areas to a depth of two inches after
compaction if necessary to facilitate drainage. Notify Architect
five working days in advance if any drainage problems exist. Soil
finish grade shall be two inches below final finish grade of sod
if sand is used.
3. Lay solid sod panels tightly together, eliminating voids.
Immediately following sodding, roll with a 500 pound roller, then
thoroughly water.
4. After sodding has been completed, it shall be this Section's
responsibility to carryon all maintenance operations necessary
to assure healthy growth and sustain grass through primary
development period until it is well established.
5. If necessary due to dry weather, apply sufficient water to
produce healthy growth and sustain grass through primary
development period until it is well established.
6. If for any reason, whether due to wash-out, dryness, or any other
cause, sod fails to produce sufficient healthy grass cover,
re-sod areas affected. Fill, level, and re-sod wash-outs which
might occur at no additional cost to Owner.
7. After the grass has attained sufficient growth, approximately 30
days, apply fertilizer at the recommended rate. Spread only when
soil has received water within the past 24 hours.
3.3 FIELD QUALITY CONTROL
A. When grass has been cut minimum of three times and uniform catch of
specified grasses is established without evidence of excessive weed
crab grass infestation, submit written request to Architect for
observation of established lawn.
B. Architect shall observe work for final acceptance upon written request
of Contractor. Request shall be received at least ten calendar days
before anticipated date of inspection.
C. I f weeds, crab grass or fi re ants develop pri or to acceptance of 1 awn,
provide for treatment by hand weeding or chemical control. Provide
chemical control as recommended by chemical manufacturer and reviewed
by Architect.
D. At least two weeks shall elapse after chemical control is applied
before request of inspection for acceptance is made to Architect.
E. Bare spots or cover that is unacceptable in lawn area being readied
for inspection shall be no more than 2% of lawn area.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BIO GROUP ONE
02930-3
SECTION 02930
LAWNS AND GRASSES
F. Upon completion and re-inspection of any repairs or renewals,
Architect may certify in writing to Owner final acceptance of lawn
work.
G. Upon acceptance of work, Owner shall assume maintenance of lawn work.
3.4 CLEANUP
A. Upon completion of each portion of work, remove from site: machinery,
equipment, surplus materials and rubbish connected with execution of
lawn work.
B. Maintain sidewalks and streets free of dirt, rubbish and stain
throughout progress of work.
********************
END OF SECTION 02930
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02930-4
SECTION 02955
TREE RELOCATION
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Soil preparation
B. Root pruning
C. Transplanting trees
D. Heeling-in trees
E. Mulch and planting accessories
1.2 QUALITY ASSURANCE
A. Plant names indicated comply with "Standardized Plant Names" as
adopted by the 1 atest edition of THE AMERICAN JOINT COMMITTEE OF
HORTICULTURAL NOMENCLATURE. Names of varieties not listed conform
generally with names accepted by the nursery trade.
B. Tree relocation shall be performed only by competent personnel trained
and experienced in such work, with a minimum of three (3) years
experience of this nature.
C. Trees indicated to be relocated, which are destroyed or receive
excessive damage during relocation, shall be replaced in kind and
size, or the following value will be deducted from monies due the
Contractor:
1. $18.00 per cross-sectional area in inches at 12" above finish
grade per trunk.
1.3 SUBMITTALS
A. Provide references of at least three other similar projects including
the name, addres sand telephone number of the Owner, Landscape
Architect, Architect and Engineer. ,
B. Provide written maintenance instructions for the care and maintenance
of the transplanted materials.
C. Prov i de a wri t ten 1 is t of the methods and equ i pment to be used to
complete the project.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Del iver fertil izer materials in original, unopened and undamaged
containers showing weight, analysis and name of manufacturer. Store in
a manner to prevent wetting and deterioration.
B. Take all precautions customary in preparing plants for moving.
C. Dig, pack, transport and handle plants with care to ensure protection
against injury.
D. Protect all plants from dryi ng out. If plants cannot be planted
immediately upon delivery, promptly protect them with soil, wet peat
moss or in a manner acceptable to the Architect. Water heeled-in
plants dai ly.
E. No plant shall be bound with rope or wi re in a manner that coul d
damage or break the branches.
F. Materials heeled-in and stored on site shall be adequately watered at
required intervals.
G. Plants shall be properly marked for identification and for checking
before relocation to the new site.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-1
SECTION 02955
TREE RELOCATION
1.5 PROJECT CONDITIONS
A. Protect existing utilities, paving and other facilities from damage
caused by relocation operations.
B. Repair all damage cause by relocation operations.
C. Consult local utility engineers, review applicable architectural and
engineering drawings, and be familiar with alignment of underground
utilities prior to digging.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Topsoil shall meet the following requirements:
1. Fertile, friable agricultural soil capable of sustaining vigorous
plant grown, suitable for growth of grass and plants, free from
subsoil, clay lumps, objectionable weeds,litter, stones larger
than 2" in diameter, stumps, root and other material that would
interfere with planting and maintenance operations with an
acidity range of between 5.5 to 6.5.
B. Florida peat shall be fertile, friable peat specifically pulverized
with a coarse grind and processed for horticultural use. . It shall be
highly fibrous in texture and consistently low in soluble salts, rich
in plant nutrients and nematode.-free. It shall be clean of stick,
plants, and other foreign matter, and shall have a pH range of 5.5 to
6.5.
C. Planting soil shall consist of a mixture by volume of 50% Florida peat
and 50% coarse sand salt free and wi thout weeds. Submi t soi 1
certification five working days prior to commencing work.
D. Ferti1 izer:
1. Commercial fertilizer for trees, shrubs and ground cover shall be
complete fertilizer of which 50% nitrogen is derived from
natural organic sources of ureaform. It shall contain the
following percentages by weight:
a. 8 Nitrogen
b. 8 Phosphoric Acid
c. 8 Potash
E. Water:
1. Water used in thi s work shall be furni shed by Contractor and
shall be suitable for irrigation and be free from ingredients
harmful to pl ant 1 i fe. Hose and other watering equipment
required for work shall be furnished by Contractor.
F. Mulch:
1. Mulch shall be composed of premium grade shredded cypress bark.
G. Anti-Desiccant:
1. Provide protective film emulsion that provides a protective film
over plant surfaces. Anti-desiccant shall be permeable to permit
transpiration.
H. Materials for Staking and Guying:
1. Rubber Hose: Hose used in staking trees shall be sound rubber
hose with two-ply fabric and at least 1/2" inside diameter.
HlM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-2
SECTION 02955 TREE RELOCATION
2. Guy Wire: Provide wire used in staking trees : annealed
galvanized steel of No. 12 gage.
3. Twine: Jute twine not less than two ply.
4. Bracing Stakes: Between 4'-0" and 10'-0" long of sound, durable,
unfinished lumber capable of withstanding above-ground and
underground conditions during warranty period, with top and
bottom dimensions of 2" x 2" or 2" in diameter or more.
5. Guy Stakes: #5 rebar, 24" long. 112" x 2", 30" longll.
6. Turnbuckles : galvanized or dip painted with 3" minimum
lengthwise opening filled with screw eyes. Use one turnbuckle for
each guy.
7. Nailing into trunks of trees or Ilpalmsll is not allowed.
PART 3 - EXECUTION
3.1 PREPARATION
A. All trees shall be root pruned four weeks prior to moving. During
root pruning period, trees shall be watered in order to maintain
healthy, vigorous growth.
B. Remove a minimum of limbs to ensure survival of trees that are to be
relocated.
C. Locat ions for relocated trees shall be staked out in the fi e 1 d for
Architect's approval before excavation is begun.
D. Planting Time
1. Evergreen materials shall be transplanted between September 1 and
November 1 or in the spring before new growth begins. If the
project requirements require planting at other times, / plants
sha 11 be sprayed wi th ant i-des i ccant pri or to plant i ng
operations.
2. Deciduous materials shall be transplanted in dormant condition.
If deciduous trees are transplanted in-leaf, they shall be
sprayed with an anti-desiccant prior to planting operation.
3. Planting times other than those indicated shall be approved by
the Architect.
E. Pl ants shall be transplanted by experi enced workmen fami 1 i ar wi th
transplanting procedures.
F. Plants required to be transplanted using a tree spade shall be moved
with compact natural balls no smaller than 48" in diameter. Each ball
shall be of sufficient width and depth to encompass fibrous and
feeding roots necessary to insure full recovery and development of
plant.
G. Special care shall be taken to avoid breaking or cracking the root-
ball.
H. If root ball is not compact, wire, ball and burlap the root system.
Ball and burlap root systems at the time and location of removal for
relocation.
I. Handle small trees by the root system ball. When trees are too large
to be handled by the root ball, they may be moved by winch or crane.
When moving tree by crane, ensure tree trunk is protected with burlap.
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-3
SECTION 02955
TREE RELOCATION
3.2 PERFORMANCE
A. Preparing the Receiving Hole:
1. In preparing the receiving hole, extend tree spade blades
completely down for a full-size ball. Level the unit so that the
hole is upright.
2. Tree and palm pits shall be circular in out1inellwith vertical
sides and flat bottomsll. Each tree pit shall be at least 6"
deeper than depth of roots or depth of ball and at least 2'-0"
greater than spread of roots or width of ball.
3. Having attained required depth, should bottom or sides of hole
reveal any material harmful to root growth, such material shall
be removed to depth or width acceptable to Architect.
4. Tree pits shall be located as shown on drawings unless
underground obstructions or other situations are discovered and
shall then be moved only with Architect's review.
5. Notify Architect, in writing, immediately of subsurface drainage
or soil conditions which Contractor considers detrimental to
growth or survival of plant material. State conditions and
submi t proposal for correct ion i nc 1 ud i ng cost of correction.
Obtain review of method or correction before continuing effected
port i on of work. .
6. Before placing the new ball into the receiving hole, mix 5
gallons of peat, 5 gallons of topsoil and 1 gallon of organic
fertilizer or bone meal in the bottom of the hole. Add water and
stir until a sloppy consistency is reached so that when the new
ball is placed in the receiving hole and the spades are removed,
this mixture will be forced up completely surrounding the ball.
7. In areas where poor drainage is prevalent, auger or dig a,ho1e at
the bottom of the receiving hole. Fill with clean gravel.
B. Digging the Tree:
1. Use the same procedure as digging the receiving hole. Have the
tree trunk centrally located in the unit prior to diggings.
2. Lower 1 i mbs wh i ch are not removed shall be tied up to avoi d
damage. Start 8'-0" to 10'-0" up pulling the limbs up and tying.
Work down the tree so the machine will clear without touching the
1 imbs.
3. lower the pressure plates to firmly hold the tree in a fixed
position within the spade. lay the tree down to an angle where
the limbs can be tied in for road clearance.
4. Tying the tree limbs shall be started at the top and worked down.
Pull the limbs up and tie in with rope or twine.
C. Tree Planting:
1. Replant the tree in the same direction as it was originally
relative to the sun.
2. Move the tree over the hole so the gap between the spades is in
alignment with the previously prepared ridge of topsoil and peat
moss.
3. lower the tree into the hole and make the necessary vertical
alignment adjustment, positioning the tree as directed.
HlM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-4
SECTION 02955
TREE RELOCATION
4. Spread out roots of bare rooted plants, work planting soil
carefully in among them and cutoff broken or frayed roots with
clean cut.
5. Use planting soil to backfill tree pits. When tree pits have
been backfilled approximately 2/3 full, water thoroughly before
installing remainder of planting soil to top of pit. Balled and
bur1apped trees shall have burlap cut away or fo1ed back from top
of ball before applying water.
6. After water has been absorbed, tree hole shall be filled with
planting soil and tamped lightly to grade. Any settlement shall
be brought to grade with planting soil.
7. Form shallow saucers capable of holding water about each tree by
placing a amount of topsoil around edge of each filled-in pit in
accordance with drawings.
8. Only a minimum of fronds shall be removed from the crown of ~lm
trees to facilitate moving and handling.
D. Mulch:
1. Mulch all tree and palm pits with 2" layer of cypress bark
mulch.
E. Guying and Staking:
1. Guying and staking of trees shall be completed immediately after
planting. Plants shall stand plumb after staking and guying in
accordance with Drawings.
2. Staking Trees 3-1/2" Caliper and Under: Stake immediately after
planting and maintain stakes and wires. Place stakes minimum
1'-0" away from trunk of tree. Drive stakes 48" into ground and
fasten to tree with double #12 wire through suitable length of
hose. Draw wire taut and tie inside hose so the ends are hidden
in the hose. Support each tree with two stakes.
3. Pruning of materials shall be limited to the removal of injured
twigs and branches. Additional pruning may be required by this
Section, if directed by Architect, after planting, at no
additional cost to the Owner.
F. Fertilizing:
1. Use commercial fertilizer as specified and apply at following
rates:
a. 2 pounds per caliper inch for shade trees.
b. 1 pound per caliper inch for small trees.
G. Watering After Transplanting:
1. First week apply approximately 50 gallons every other day. For
the remainder of the growing season apply 100 gallons per week.
H. Spraying:
1. Make periodic inspections and apply pesticide sprays as needed.
I. Manual Spading:
1. Prune, dig, ball and burlap and move and plant in accordance with
specified tree planting requirements.
2. Prune, dig, ball and burlap and move designated trees for
relocation to the designated plant storage area for heeling-in of
materials until final planting areas are prepared.
HlM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-5
SECTION 02955 TREE RELOCATION
a. Maintain plants in storage areas by bracing plants in
vertical position and setting balls in an enclosed berm of
topsoil or bark. Water as required to maintain adequate
root moisture.
b. Re-bur1ap plant balls if required before final transplanting
operations.
c. Move to final locations shown and plant in accordance with
specified tree planting requirements.
3.3 FIELD QUALITY CONTROL
A. Make necessary repairs to grades, lawn areas and paving required
because of plant replacements. Such repairs shall be done at no extra
cost to the Owner.
3.4 MAINTENANCE
A. Maintain plantings until completion and acceptance of the entire
project.
B. Planting maint~nance shall include necessary watering, cultivation,
weeding, prunlng, disease and insect pest control, protective
spraying, replacement or straightening plants which lean or sag,
adjustment of plants which settle or are planted too low, and any
other procedure consistent with good horticultural practice necessary
to insure normal, vigorous and healthy growth of plants under this
contract.
C. Be responsible for use of materials, labor, and equipment; any injury
to plant material shall be corrected and repaired at no additional
expense to Owner.
D. Keep planting areas free from weeds and undesirable grasses. /
E. Inspect plant materials at least once a month to locate any disease or
insect pest infestations. Upon discovery of disease or insect pest
infestation, identify or have identified, nature or species of
infestation and submit proposed method of control to Architect for
review prior to application of control measures.
F. Furnish the Owner wi th a wri tten and detailed descri pt i on for the care
and maintenance of all tree material at the time of final inspection.
3.5 CLEANUP
A. During course of planting excess and waste materials shall be
continuously and promptly removed and reasonable precautions taken to
avoid damage to existing structures and plants.
B. Upon completion of each portion of work, contractor shall remove from
site machinery, equipment, surplus materials and rubbish which was
caused to be put on project site for execution of work.
C. Sidewalks and streets shall be maintained free of dirt, rubbish and
stains throughout progress of work. At completion of landscaping
operations sidewalks shall be left broom clean.
*********************
END OF SECTION 02955
HLM 90007.00-4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02955-6
Division 3
Concrete
1-1 l~i'
Division 3
SECTION 03100
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes
1. Formwork for cast-in place concrete, with shoring, bracing and
anchorage.
2. Openings for other work.
3. Form accessories.
4. Anchorage and erection items specified in other sections, for
embedment in concrete.
5. Form stripping.
CONCRETE FORMWORK
B. RELATED SECTIONS
1. Section 03200 - Concrete Reinforcement.
2. Section 03300 - Cast-in-Place Concrete.
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. American Concrete Institute (ACI)
1. ACI 347 - Recommended Practice For Concrete Formwork.
2. ACI 301 - Specifications for Structural Concrete Reinforcement.
C. American National Standards Institute, American Society of Mechanical
Engineers (ANSI/ASME)
1. ANSIIASME A17.1 - Safety Code for Elevators, Dumbwaiters, Escalators,
and Moving Walks.
D. American Plywood Association (APA)
1.3 DESIGN REQUIREMENTS
A. Design, engineer and construct formwork, shoring and bracing to conform to
design and code requirements; resultant concrete to conform to required
shape, line and dimension.
1 . 4 SUBM ITT AlS
A. Shop Drawings: Indicate pertinent dimensions, materials, bracing, and
arrangement of joints and ties for concrete exposed to view.
B. Submit shop drawings prepared by a professional Engineer, registered in the
state of Florida, for fabrication and erection of forms for specific
finished concrete surfaces. Show construction of forms including jOinting,
special form jOint or reveals, location and pattern of form tie placement,
and other items which visually affect exposed concrete.
1. Architect's review is for general architectural applications and
features only. Design of formwork for structural stabil ity and
efficiency is Contractor's responsibility.
2. Provide additional copies of drawings and data for Enforcement Agency,
and Spec ia 1 Inspector under Flori da 1 aw, to comply with Threshold
Building Requirements.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03100-1
SECTION 03100
CONCRETE FORMWORK
1.5 QUALITY ASSURANCE
A. Survey Work
1. Engage a State of Florida registered surveyor acceptable to the
Construction Manager, to perform survey, layout and measurements for
the location of all concrete formwork.
2. Surveyor shall record and ma i nta in i nformat i on pert i nent to each
column and wall location and p1umbness, and anchor bolt location prior
to placement of concrete.
3. Surveyor shall cooperate with other testing and inspection personnel
to provide data for their required reports.
PART 2 PRODUCTS
2.1 WOOD FORM MATERIALS
A. Plywood: APA B-B Plyform Class 1 exterior. Sound undamaged sheets with
clean, true edges.
B. Lumber: Doug1es Fir-Larch, No. 2 grade, seasoned, surfaced four sides,
with grade stamp clearly visible.
2.2 PREFABRICATED FORMS
A. Preformed Steel Forms: Matched, tight fitting, stiffened to support weight
of concrete without deflection detrimental to tolerances and appearance of
finished surfaces.
B. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight / fitting,
stiffened to support weight of concrete without deflection detrimental to
tolerances and appearance of finished concrete surfaces.
C. Cylindrical Columns and Supports: Form round section members with paper
or fiber tubes, constructed of laminated plies using water-resistant type
adhesive with wax-impregnated exterior for weather and moisture protection.
Provide units with sufficient wall thickness to resist'deformation due to
loads imposed by wet concrete.
2.3 FORMWORK ACCESSORIES
A. Form Ties:
1. Adjustable to permit tightening of forms leaving no metal closer than
1-1/2" to surface.
2. Ties: Commercially manufactured. Wire and band iron are not
acceptable.
3. Holes left in concrete after tie removal: Not to exceed 7/8" diameter
at finish concrete surface, and no deeper than largest diameter.
B. Form Release Agent:
moisture.
Colorless non-staining to concrete nor absorb
C. Corners:
1. Chamfered
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03100-2
SECTION 03100 CONCRETE FORMWORK
2. Wood strip 3/4 inch; maximum possible lengths.
D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: of size strength and
character to maintain formwork in place while placing concrete.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure
that dimensions agree with Drawings.
3.2 EARTH FORMS
A. Earth cuts may be used as forms for grade beams below finish grade when
soil conditions are acceptable to the Testing Agency's Geotechnical
Engineer and Architect.
B. Hand trim sides and bottom of earth forms. Remove loose soil prior to
placing concrete.
3.3 ERECTION - FORMWORK
A. Provide bracing to ensure stability of formwork. Shore or strengthen
formwork subject to overstressing by construction loads.
B. Arrange and assemble formwork to permit dismantling and stripping. Do not
damage concrete during stripping.
C. Align jOints and make watertight. Keep form joints to a minimum.
D. Do not frame openings in structural members which are not indicated on
Drawings without written approval from Architect.
E. Provide chamfer strips on external corners of beams, joists, and columns.
1. Stop chamfered corners of columns 4 inches above finished floor.
3.4 APPLICATION - FORM RELEASE AGENT
A. App 1 y form release agent on formwork in accordance wi th manufacturer's
recommendations.
B. Apply prior to placement of reinforcing steel, anchoring devices, and
embedded items.
3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in or
passing through concrete work.
B. Locate and set in place items which will be cast directly into concrete.
C. Coordinate related work in forming and placing openings, slots, recesses,
chases, sleeves, bolts, anchors, and other inserts.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03100-3
SECTION 03100
CONCRETE FORMWORK
D. Install accessories in accordance with manufacturer's instructions,
straight, level, and plumb. Ensure items are not disturbed during concrete
placement.
E. Provide temporary ports or openings in formwork where required to
facilitate cleaning and inspection. Locate openings at bottom of forms to
allow flushing water to drain.
F. Close temporary openings with tight fitting panels, flush with inside face
of forms, and neatly fitted so joints will not be apparent in exposed
concrete surfaces.
3.6 FORM CLEANING
A. Clean and remove foreign matter within forms as erection proceeds.
B. Clean formed cavities of debris prior to placing concrete.
C. Flush with water or use compressed air to remove remaining foreign matter.
Ensure that water and debris drain to exterior through clean-out ports.
3.7 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 301.
B. Construct and align formwork for elevator pit and hoistway in accordance
with ANSIIASME AI7.1.
3.8 FIELD QUALITY CONTROL
A. Examine erected formwork, shoring, and bracing to ensure that work is in
accordance with formwork design, and that supports, fastenings, wedges,
ties, and items are secure.
B. Do not reuse wood formwork for concrete surfaces to be exposed to view. Do
not patch formwork.
3.9 FORM REMOVAL
A. Do not remove forms or bracing until concrete has gained sufficient
strength to carry its own weight and imposed loads.
B. Loosen tie-rod clamps that are to be removed entirely from wall 24 hours
after concrete has been placed.
C. Form ties not required to hold forms in place may be removed after 24
hours.
D. Formwork not supporting weight of concrete such as sides of beams, walls,
columns, and similar parts of the work, may be removed after cumulative
curi ng at not 1 ess than 50 degrees F. for 24 hours after p 1 ac i ng the
concrete, providing the concrete is sufficiently cured to be undamaged by
form removal operations and provided for the exposed concrete.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03100-4
SECTION 03100
CONCRETE FORMWORK
E. Formwork supporting weight of concrete such as beams, soffits, slabs and
other structural elements may not be removed in less than 14 days or until
concrete has attained 75% of design strength at 28 days.
1. Design strength of cast-in-place concrete having supporting forms
removed before 14 day shall be determined by testing field cured and
laboratory cured concrete specimens representative of the concrete.
a. Concrete specimens and compressive strength tests for early form
remova 1 shall be made and tested by the Independent Test i ng
Laboratory and paid for by the Contractor.
F. Form facing material may be removed 4 days after placement only if shores
and other vert i ca 1 supports have been des i gned and arranged to permi t
removal of form facing material without loosening or disturbing shores and
supports.
G. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against
finish concrete surfaces scheduled for exposure to view.
H. Store removed forms in manner that surfaces to be in contact with fresh
concrete will not be damaged. Discard damaged forms.
3.10 SCHEDULES
A. Facing'Materia1s:
1. Provide forms capable of producing finished concrete surfaces as
outlined below.
2. Forms for F-l and F-2 finish are required as scheduled below on formed
concrete surfaces unless indicated otherwise.
B. Forms for Type F-l, Rough Form Finish:
1. Use to form concrete concealed from view.
2. No selected form facing material is required.
3. Patch tie holes and defects.
4. Chip or rub off fins exceeding 1/4" in height. Leave surface with the
texture imparted by the forms.
C. Forms for Type F-2, Smooth Form Finish:
1. Use to form concrete exposed to view that is not subject to additional
architectural finish requirements, other than painting.
2. Use form facing material to produce a smooth, hard, uniform texture on
the concrete.
a. Facing material: Plywood, tempered concrete-form-grade
hardboard, metal, paper, fiber tubes or other approved material
capable of producing the desired finish.
b. Paper of fiber tube forms that impart a texture or spiral pattern
to the concrete are not approved.
3. The arrangement of the facing material: Orderly and symmetrical with
the number of seams kept to the practical minimum.
4. Do not use material with raised grain, torn surfaces, worn edges,
patches, dents or other defects which will impair the texture of the
concrete.
5. Patch tie holes and defects. Completely remove fins.
********************
HlM 90007.00-3
END OF SECTION 03100
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03100-5
SECTION 03200
PART 1 - GENERAL
1.1 SUMMARY
CONCRETE REINFORCEMENT
A. Section Includes:
1. Steel reinforcing bars.
2. Welded wire fabric.
B. Related Sections:
1. SECTION 03300 - CAST-IN-PLACE CONCRETE
2. SECTION 03100 - CONCRETE FORMWORK
3. SECTION 02385 - DRILLED CAISSONS
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. American Concrete Institute (ACI)
1. ACI 301 - Structural Concrete for Buildings.
2. ACI 318 - Building Code Requirements For Reinforced Concrete.
3. ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete
Structures".
4. ACI SP-66 - American Concrete Institute - Detailing Manual.
C. American National Standards Institute, American Society for Testing and
Materials (ANSI/ASTM)
1. ANSIIASTM A-185 - Steel Welded Wire Fabric, Plain, for Concrete
Reinforcement.
D. American National Standards Institute, American Welding Society ,(ANSI/AWS)
1. ANSIIAWS 01.4 - Structural Welding Code for Reinforcing Steel.
2. ANSIIAWS 012.1 - Reinforcing Steel Welding Code.
E. American Society for Testing and Materials (ASTM)
1. ASTM A-615-88: Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement.
F. Concrete Reinforcing Steel Institute (CRSI) Manual of Practice.
1. CRSI 63 - Recommended Practice For Placing Reinforcing Bars.
2. CRSI 65 Recommended Practice For Placing Bar Supports,
Specifications and Nomenclature.
1.3 SUBMITTALS
A. Shop Drawings: Show size and Quantity of reinforcement, method of support
and fastening, bending and placing schedules, diagrams, wall elevations and
plans, material grades and relation of reinforcement to adjacent materials.
PART 2 - PRODUCTS
2.1 REINFORCEMENT
A. Reinforcing Steel Bars: ASTM A615, Grade 60 and 40 deformed billet steel
bars.
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03200-1
SECTION 03200
B. Welded Wire Fabric: ASTM AlaS.
2.2 ACCESSORY MATERIALS
CONCRETE REINFORCEMENT
A. Supports for Reinforcement: Provide supports for reinforcement including
bolsters, chairs, spacers and other devices for spacing, supporting and
fastening reinforcement in place, in accordance with the recommendations
and details of the Concrete Reinforcing Steel Institute.
1. Use supports with sand plates or horizontal runners where base
material will not support chair legs for slab on grade.
2. For exposed-to-view concrete surfaces: Provide supports with legs
hot-dip galvanized, plastic tipped or stainless steel where legs of
supports contact forms.
B. Tie Wire: Minimum 16 gage annealed type
2.3 FABRICATION
A. Fabricate Concrete reinforcing in accordance with ACI 318
B. Weld reinforcement in accordance with ANSIIAWS 01.4.
C. Locate reinforcing splices not indicated on Drawings, at point of minimum
stress. Review location of splices with Architect/Engineer.
PART 3 - EXECUTION
3.1 GENERAL
A. Perform work in accordance with ACI 301.
3.2 INSTALLATION
A. Keep uncoated reinforcement free from rust, scale, dirt, and physical
injury.
B. P1 ace, support and secure rei nforcement against d i sp 1 acement. Do not
deviate from required position.
C. Do not displace or damage vapor retarder.
D. Secure reinforcement against displacement with tie wire or other clips or
ties consistent with CRSI recommendations.
********************
END OF SECTION 03200
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03200-2
SECTION 03300
PART 1 - GENERAL
1.1 SUMMARY
CAST-IN-PLACE CONCRETE
A. Section Includes:
1. Cast-in-p1ace concrete.
2. Placing anchors and inserts.
3. Installation of embedded items specified in other Sections.
4. Structural slide bearings.
B. Related Sections:
1. SECTION 02385 - Drilled Caissons
2. SECTION 03100 - Concrete Formwork.
3. SECTION 03200 - Concrete Reinforcement.
1.2 REFERENCES
A. American Concrete Institute (ACI)
1. ACI 211.1 - Standard Practice for Selecting Proportions for Normal,
Heavyweight, and Mass Concrete.
2. ACI 301 - Structural Concrete for Buildings.
3. ACI 302 - Guide for Concrete Floor and Slab Construction.
4. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and
Placing Concrete. '
5. ACI 305R - Hot Weather Concreting.
6. ACI 308 - Standard Practice for Curing Concrete.
7. ACI 318 - Building Code Requirements for Reinforced Concrete.
B. American National Standards Institute, American Society for Testing and
Materials (ANSI/ASTM)
1. ANSIIASTM 0-994 - Preformed Expansion Joint Filler for Concrete
(Bituminous Type).
2. ANSIIASTM 0-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
3. ANSIIASTM 0-1751 - Preformed Expansion Joint Fillers for Concrete
Paving and Structural Construction (Nonextruding and Resilient
Bituminous Types).
4. ANSIIASTM 0-1752 - Preformed Sponge Rubber and Cork Expansion Joint
Fillers for Concrete Paving and Structural Construction.
C. American Society for Testing and Materials (ASTM)
1. ASTM B-221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,
Shapes and Tubes.
2. ASTM C-33 - Concrete Aggregates.
3. ASTM C-94 - Ready-Mixed Concrete.
4. ASTM C-150 - Portland Cement.
5. ASTM C-260 - Air-Entraining Admixtures for Concrete.
6. ASTM C-330 - Light Weight Aggregates For Structural Concrete.
7. ASTM C-494 - Chemicals Admixtures for Concrete.
8. ASTM C-618 - Fly Ash and Raw or Calcined Natural Pozzolan for Use as
a Mineral Admixture in Portland Cement Concrete.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-1
SECTION 03300
CAST-IN-PLACE CONCRETE
1.3 SUBMITTALS
A. Mix Designs:
1. Submit substantiating data for each concrete mix design contemplated
for use to Architect not less than six weeks prior to first concrete
placement. Include the following:
a. Mix identification designation unique for each mix submitted.
b. Statement of intended use for mix.
c. Mix proportions, including admixtures used.
d. Manufacturer's data andlor cert i fi cat ions veri fyi ng conformance
of mix materials, including admixtures, with specified
requirements.
e. Wet and dry unit weight.
f. Entrained air content.
g. Design slump.
h. Required average strength Qualification data per ACI 301. Submit
separate Qualification data for each production facility which
will supply concrete to project.
i. Actual trial mix data or field test data per ACI 301 used to
calculate average strength Qualification data. When field test
data is used to Qualify average strength, submit separate
qualification data for each production facility which will supply
concrete to project and copies of field test reports.
2. Separate design mixes are required for each strength and density of
concrete, each change in type andlor Quantity of mix materials
including admixtures; each change in slump limits, and each change in
entrained air content.
3. For concrete placed by pumping, separate mix designs are required for
each 100 feet of vertical or horizontal distance from pump to point of
discharge. This requirement may be waived if evidence ac~eptab1e to
Architect is submitted demonstrating, by previous successful
experience, that proposed mix will meet requirements of these
specifications, when sampled at point of discharge, over full range of
distance required.
B. Product Data:
1. Application and installation instructions for proprietary materials
and including admixtures, patching compounds, waterstops, joint
systems and others as required by Architect.
2. Submit curing compound product data and verification of its
compatibility with other finish materials and surface required.
C. Submit curing compound product data and verification of its acceptable
compatibility with type of concrete penetrating sealer and waterproofing
used.
D. Submit materials certificates, mill test reports and materials laboratory
tests reports when requested attesting that each material item compiles
with or exceeds specified requirements.
E. Submit one sample copy of concrete batch trip ticket containing information
as specified in ASTM C-94 paragraph entitled "Batch Ticket/Information:"
including additional information listed for certification purposes.
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-2
SECTION 03300
CAST-IN-PLACE CONCRETE
Clearly show amount of water for entire batch which may be added in field
that will not exceed water cement ratio specified by concrete design.
F. Record Documents: Submit record 1 i st i ng time and date of placement of
concrete. Keep record until completion of project, make available to
Architect on request.
1.4 QUALITY ASSURANCE
A. Perform concrete work in accordance with ACI 301 "Specifications for
Structural Concrete for Bui1dings" as modified in this Section.
1. Provide at least one copy of ACI SP-15 available in field office.
B. Acquire cement and aggregate from same source for all work.
C. Conform to ACI 305R when concreting during hot weather.
D. Do not place concrete when temperature is below 40 degrees F.
E. Survey Work
1. Engage a State of Florida registered surveyor acceptable to the
Construction Manager, to perform survey, layout and measurements for
cast-in-place concrete, column centerline, and anchor bolt locations.
2. Surveyor shall record and ma i nta in i nformat i on pert i nent to each
column centerline, p1umbness, and anchor bolt location prior to
placement of concrete.
3. Surveyor shall cooperate with other testing and inspection personnel
to provide data for their required reports.
1. 5 UNIT PRICES
A. Provide unit prices indicated on Bid Form in event additions to or
deductions from Work are required and authorized by a written order from
Architect.
PART 2 - PRODUCTS
2.1 CONCRETE MATERIALS
A. Portland Cement: ASTM C-150, Type II, or ASTM C-595 IP(MS), IS(MS), P(MS),
I(PM)(MS) or I(SM)(MS).
1. Use only one manufacturer and type of cement for each mix design.
B. Fly Ash: ASTM C-618, Class F.
C. Normal weight aggregates: ASTM C-33.
D. Light weight aggregates: ASTM C-330.
E. Water: Clean fresh potable. Free from oils or other substances injurious
to concrete or reinforcement.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-3
SECTION 03300
CAST-IN-PLACE CONCRETE
F. Air Entraining Admixture: ASTM C-260.
G. Water Reducing Admixture: ASTM C-494, Type A, containing no chloride added
during manufacture, Acceptable Products:
1. IIEucon Super WR-7511; Euclid Chemical Co.
2. "Pozzo1ith Norma111., Master Builders.
3. "P1astocrete 161"; Sika Chemical Corporation.
H. High Range Water Reducing Admixture (Super Plasticizer): ASTM C-494, Type
F or G containing not more than 0.1% chloride ions, required for caissons,
all pumped concrete and optional for other areas. Acceptable Products:
1. IIEucon Super' 37"; Euclid Chemical Co.
2. IISikament: Sika Chemical Corporation.
3. "Pozzo1ith 400-N"; Master Builders.
I. Accelerators are not permitted.
J. Retarding admixtures and water reducing and retarding admixtures: ASTM C-
494, Type B and Type 0 respectively. Acceptable Products:
1. Eucon Retarder-75, Euclid Chemical Co.
2. Pozzo1ith Retarder, Master Builders.
3. P1astocrete 161R, Sika.
K. Certification: Provide written . conformance to the above mentioned
requirements and chloride ion content required prior to mix design review
by Architect.
2.2 EXPANSION MATERIAL
A. ACI 301
B. Fiber Expansion Joint:
1. 1/211 thickness. Conform to ASTM 0-1751.
2.3 WATERSTOPS
A. ACI 301
B. Flexible strip waterstop:
1. Acceptable product:
a. American Colloid Company, Waterstop-RXI0l.
2.4 EMBEDDED ITEMS:
1. Embedded items: Do not displace reinforcing bars.
2. Rated or specified capacity of embedded items: Not to be construed as
design capacity of supporting concrete members.
3. Steel Plates, Bars and Structural Shapes: Conform to ASTM A-36.
2.5 RELATED MATERIALS
A. Curing Compound: Comply with ASTM C-309. Unit moisture loss, pound per
square foot at 72 hours shall not exceed .642 psf.
1. Mastersea1 or MasterKure; Master Builders or Architect's acceptable
equivalent.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-4
SECTION 03300
CAST-IN-PLACE CONCRETE
B. Bonding Compounds:
1. Bonding Compound: Polyvinyl acetate type, rewettab1e. Acceptable
Manufacturers:
a. Euco Weld; Euclid Chemical Co.
b. We1dcrete; Larson Products.
c. Thorobond; Standard Dry Wall.
d. Everbond; l & M Construction Products, Inc.
C. Epoxy Adhesive: 100% sol ids, 100% reactive, two component compound
suitable for use on dry or damp surfaces.
1. Acceptable Products:
a. Euco Epoxy #463 or #615; Euclid Chemical Co.
b. Sikadu Hi-Mod, Sika Chemical Corporation.
c. Permunite; L & M Construction Products, Inc.
2.6 EPOXY JOINT FILLER
A. Three (3) component, 100% solids, compound, with a minimum shore 0 hardness
of 50.
1. Acceptable Manufacturers:
a. Euco Epoxy. #600 or #700; Euclid Chemical Company.
b. Sikadur Lo-Mod, Sika Chemical Corporation.
2.7 CONCRETE PROPORTIONING AND DESIGN OF MIXES
A. Proportion ingredients and design concrete mixes in accordance with ACI 301
as modified in this Section.
B. Cement: Minimum of 564 pounds per cubic yard.
C. Fly Ash: A maximum of 22% by weight of cement may be replaced with fly ash
at a ratio of one pound fly ash for everyone pound of cement removed.
D. Maximum water cement ratio: 0.49.
E. Durabil i ty:
1. Air-entrained with 5% to 7% entrained and entrapped air.
F. Admixtures:
1. Provide water reducing or water reducing and retarding admixture
specified in design mix for concrete.
2. Hot weather conditions: When ambient temperature exceeds 90 degrees
F. andlor p1 aci ng condi t ions reQui red retardation of setting time
Architect may require a change from Type A (normal) admixture to Type
o (retarding) formulation of water reducing admixture. Concrete
temperature not to exceed 90 degrees F. for drilled caissons and 100
degrees F. for other cast in place concrete.
3. When increased workabi 1 i ty, pumpabil i ty, lower water-cement rat i 0,
shrinkage and permeability reduction is required, use HRWR admixture
(Super Plasticizer).
G. Selection of Proportion of Ingredients:
1. Prepare design mixes for each type of concrete used in construction.
a. Proportion mixes to obtain compressive strengths indicated on the
drawings.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-5
SECTION 03300 CAST-IN-PLACE CONCRETE
b. Where compressive strength is not indicated, obtain minimum 4000
psi 28 day strength.
2. Field records used to demonstrate that proposed proportions will
produce required average strength must be of tests made within last 12
months and have same water cement ratio, cement type and manufacturer,
and percentage of fly ash as proposed mix proportions.
a. Comply with ACI 211.1 and ACI 301 as modified by the following:
1) Determine maximum allowable unit shrinkage expressed in
percentage of length in accordance with ASTM C-157, based
upon average value of three (3) 4 inch x 4 inch x 11 inch
specimens after 21 days of actual drying time; total 28 days
after casting.
a) Maximum allowable shrinkage value for concrete mixes:
400 millionths (0.0004) with an allowable variation of
15%.
2) Submit written reports of each proposed concrete mix not
less than 15 days prior to start of work. Do not proceed
with concrete production until mixes have been reviewed by
Architect.
3. Adjustment of Concrete Mixes: Concrete mix design adjustments may be
requested when characteristics of materials, project conditions,
weather, test results or other circumstances warrant.
a. Submit 1 aboratory test reports for rev i sed mix des i gns and
strength results to Architect for review before use of revised
concrete mixes in the Work.
H. Sl ump :
1. ACI 301
2. Caissons: 411 max. before addition of HRWR admixture; 7" min. and 9"
max. at placement.
3. Concrete with HRWR Admixture: a" maximum unless otherwise directed by
Architect.
4. Other Structural Concrete: 3".
2.8 PRODUCTION OF CONCRETE
A. Produce and deliver concrete in accordance with ACI 301 and as modified in
this Section. Produce and deliver concrete during hot and cold weather in
accordance with ACI 305 and ACI 306.
B. Ready Mixed Concrete:
1. Discharge concrete after introduction of mixing water to cement and
aggregate or introduction of cement to aggregate within 90 minutes or
before 300 mixing speed revolutions when air temperature is below ao
degrees F.
2. During hot weather, or under conditions contributing to rapid setting
of concrete, a shorter maximum discharge time than specified in ASTM
C-94 is required.
a. Discharge concrete after introduction of mixing water to cement
and aggregate or introduction of cement to aggregate within 75
mi nutes when air temperature is between ao degrees F and 90
degrees F.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-6
SECTION 03300 CAST-IN-PLACE CONCRETE
b. Di scharge concrete with in 60 mi nutes when air temperature is
above 90 degrees F.
2.9 TESTING & INSPECTION
A. Contractor is responsible for Quality control.
1. Inspection or testing by Owner does not relieve Contractor of his
responsibility to perform Work in accordance with Contract Documents.
2. Workmanship: Correct concrete work which does not conform to specified
requirements, including strength, tolerances and finishes. Correct
deficient concrete by means acceptable to Architect.
B. Testing Laboratory Test
1. Pri or to start of concret i ng operat ions , Test i ng Laboratory will
review, with representatives of Contractor's Quality control staff,
facilities that will be used on production of concrete for Project.
a. Review will address:
Type and condition of equipment.
Calibration of measuring devices.
Sources of aggregate and cement.
Sieve analysis of aggregate samples, mill tests.
Methods of storage of aggregate and cement.
Mixing procedures, including distance from site.
Trip ticket sample.
Admixtures that will be used, including special
procedures required.
Other items which, in opinion of Testing
laboratory, are important elements in
production of concrete.
b. Testing Laboratory will report results of review to Owner and
Architect.
1) Report will identify equipment and procedures which require
modification in order to assure quality of concrete.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine prior construction and conditions under which work will be
performed.
B. Do not proceed with the work until unsatisfactory conditions have been
corrected.
3.2 GENERAL
A. Notify Testing Laboratory 24 hours before starting concrete placement.
B. Coordinate requirements for installation of embedded items specified and
furnished in other Sections. Obtain templates and instructions for setting
embedded items.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-7
SECTION 03300 CAST-IN-PLACE CONCRETE
1. Coordinate work with requirements for mechanical and electrical
installations and accommodations.
3.3 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. Just prior to discharging truck-mixed concrete, mix each truck of concrete
minimum 70 revolutions of mixer drum at full mixing speed.
C. Vibrate and consolidate concrete in accordance with ACI 309.
D. During hot weather, place concrete in accordance with ACI 305.
3.4 TOLERANCES
A. ACI 301: Variation from plumb:
1. In any 10 feet of length: 1/4 inch.
2. Maximum for entire length: 1 inch.
3.5 WATERSTOPS
A. Install waterstops in accordance with ACI 301.
B. Install waterstops in concrete scheduled to receive surface applied
waterproofing.
C. Install bentonite water stops with a minimum cover of 2 inches.
3.6 FIELD TESTS & INSPECTIONS
,
A. Field testing and inspections will be performed by testing laboratory.
B. Perform concrete testing in accordance with specifications of ACI 301 and
as follows:
1. Mold and cure four (4) specimens from each sample.
2. Compressive strength tests: One set of specimens for each 50 cubic
yards or fraction thereof of each type of concrete placed in one day;
one specimen tested at 7 days, two specimens tested at 28 days and one
specimen held in reserve.
3. In addition to cylinders cured under standard conditions, Testing
Laboratory will prepare duplicate sets of two cylinders to be field
cured under conditions equal to cure for corresponding concrete pours.
a. Such cylinders will be tested only when Questions concerning
strength are involved.
b. Costs of such tests will be paid for by Contractor.
c. Test results will be distributed to Architect, Owner, and
Contractor.
4. Concrete Temperature: Test each time a set of specimens is made.
5. Sl ump Test: Make one test for each set of compressi ve strength
specimens. Make additional test as directed by Architect.
a. Take test at point of truck discharge for Ready-Mix concrete and
at point of mixer discharge for on site mixing.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-a
SECTION 03300
CAST-IN-PLACE CONCRETE
C. Collect concrete batch trip tickets. Identify compressive and slump tests
made to representative samples of concrete referred to by trip tickets.
D. Notify Architect and Contractor immediately of trip tickets not as
specified.
E. Notify Architect and Contractor immediately when amount of water in a batch
of concrete exceeds that allowed in design mix.
F. Verify that concrete is fully discharged from mixers before mix begins to
set and within 1-1/2 hours maximum from time of batching.
G. Check quantity and type of admixtures for compliance with design
requirements and secure Architect's written approval for use of additional
admixtures in concrete.
H. Obtain mill test reports for each shipment of cement used in to concrete
for Project.
I. Additional Tests for Concrete Work:
1. Testing Laboratory will make additional tests of in-p1ace-concrete
work as directed by Architect when test results indicate that
specified concrete strengths and other characteristics have not been
attained in structure.
a. Conduct tests to determine adequacy of concrete by cored
cylinders complying with ASTM C-42.
b. Costs of such test will be borne by Owner if test resu1 ts
indicate conformance with Contract Documents. Such tests
indicating nonconformance with Contract Documents wi11,be paid by
Contractor including additional architectural and engineering
services made necessary by such nonconformance.
c. Cost of other additional tests including load tests andlor other
nondestructive tests directed by Architect or conducted by
Contractor to prove adequacy of concrete work shall be borne by
Contractor including additional architectural and engineering
services made necessary by such tests.
d. Strength of structure in place will be considered to be
potentially deficient if it fails to comply with requirement
which controls strength of structure, including but not
necessarily limited to conditions listed in ACI 301, Chapter la.
e. Inspections or testing performed exclusively for Contractor's
convenience is sole responsibility of Contractor.
3.7 REPAIR OF SURFACE DEFECTS
A. Defects less than one inch deep and not exposing reinforcing:
1. Comply with ACI 301.
2. Use specified bonding compound or epoxy adhesive.
3. Provide non-shrink grout patching mixture to fill pockets left in
concrete walls or slabs as specified in Section 03600.
4. Pl ace premixed patch i ng mortar in accordance wi th direct ions of
specified bonding compound or epoxy adhesive manufacturer.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-9
SECTION 03300 CAST-IN-PLACE CONCRETE
5. With prior approval by Architect as to method and procedures, for
structural repairs use specified epoxy adhesive andlor epoxy mortar.
B. Defects one inch and greater or Exposing Reinforcing:
1. Chip to sound concrete and clean thoroughly to remove loose concrete
and dust. Apply thin coat of specified epoxy adhesive.
2. Form and pour, or dry pack with specified pea-gravel repair grout,
prior to development of tack-free condition of epoxy bonder. Strip
forms after grout has hardened and provide specified finish.
3. Moist cure or apply specified clear curing and seal ing compound
immediately after finishing.
3.8 SLABS
A. Construct concrete slabs in accordance with ACI 301 as modified in this
Section.
B. Jointing ACI 301: Construct control joints in slabs on grade using
premo1ded key joints, inserts, tooled joints or saw cuts. Do not use saw
cuts for exterior concrete work.
1. Where control joint spacing is not indicated, space joints at maximum
20 feet.
2. If premo1ded hardboard or fiberboard strips are used, insert premo1ded
hardboard or fi berboard stri pinto the fresh concrete unt'i 1 top
surface of strip is flush with slab surface. Remove insert strip and
clean formed groove of loose debris after concrete has cured.
3. Prefabricated, strippab1e plastic joints may be used at Contractor's
option.
4. Cut sawed joints within 12 to 24 hours after concrete has been placed.
C. Finishing Tolerances
1. Comply with ACI 301:
2. Test unformed surfaces such as monolithic slabs for smoothness and to
verify surface plane finish to tolerances specified for each surface
and finish. Correct low and high areas as specified.
a. Test unformed surfaces sloped to drain for trueness of slope,
measuring to plane tolerance by using a template cut to required
slope.
3. Repair finished unformed surfaces that have defects which adversely
affect durability of concrete or finish.
a. Unacceptable surface defects include, but are not necessarily
limited to: crazing, cracks in excess of 0.01 inch wide or which
penetrate to reinforcement or completely through non-reinforced
concrete regardless of width, spa11ing, pop-outs, honeycomb, rock
pockets and other objectionable conditions as determined by
Architect.
b. Correct high areas in unformed surfaces by grinding after
concrete has cured at least 14 days.
c. Correct low areas in unformed surfaces during or immediately
after completion of surface finishing operations by cutting out
low areas and replacing with fresh concrete. Finish repaired
areas to blend into adjacent concrete surfaces.
1) Propri etary concrete patch i ng compounds may be used when
approved by Architect.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-10
SECTION 03300
3.9 CURING
CAST-IN-PLACE CONCRETE
A. Cure concrete in accordance with requirements of ACI 301.
B. Cure interior concrete slabs, with speCified curing compound.
1. Do not use liquid curing compound on surfaces against which additional
concrete or other material is to be bonded unless it is proven that
curing compound will not prevent bond or unless measures are taken to
remove it completely from areas to receive bonded application.
2. Water cure slabs scheduled to receive cementitous topping (such as
stone or ceramic tile setting beds).
C. Apply curing compounds within 30 minutes after final finishing. Apply
curing compound at coverage rate specified by manufacturer.
D. Ensure curing compound is compatible with concrete penetrating sealer and
other materials scheduled to be applied over concrete surfaces.
E. Curing in hot weather: Cure concrete in accordance with ACI 305.
3.10 FINISHES
A. Finish concrete slabs in accordance with requirements of ACI 301.
B. Float Finish: Apply float finish to monolithic slab surfaces that are to
receive trowel finish. Finish to a Class B tolerance.
C. Trowel Finish: Unless directed otherwise by Architect, apply steel finish
to monolithic slab surfaces. Finish to a Class B tolerance.
1. Do not steel trowel slab surfaces scheduled to receive cementitous
topping.
D. Non-Skid Broom Finish: Apply light broom finish to concrete stair treads,
plat forms and ramps. Broom fi n ish, by drawi ng a fi ne- ha i r broom across
concrete perpendicular to line of traffic. Repeat operation if required to
provide fine line texture acceptable to Architect. Apply broom finish
after final jOint tooling.
E. Finishing of Formed Surfaces: Provide smooth form finish for concrete
surfaces exposed to view and concrete surfaces scheduled to receive surface
finish.
3.11 VAPOR RETARDER
A. Install vapor retarder as specified in Section 07190.
*********************
END OF SECTION 03300
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03300-11
SECTION 03600
GROUT
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Pea-gravel repair grout.
B. Cementitious mortar patching grout.
C. Non-shrink grout.
1.2 REFERENCES
A. ASTM C827 - Test Method for Change in Height at Early Ages of
Cylindrical Specimens from Cementitious Mixtures.
B. Contractor shall obtain and have available at site a copy of the above
documents throughout the Construction Period.
1.3 SUBMITTALS
A. Manufacturer's Data:
1. Submit copies of manufacturer's product data and printed
instructions for each manufactured product.
1.4 QUALITY ASSURANCE
A. Do not change source or brands of grout materials during the course of
the work. Single-source responsibility from one source and producer
for each aggregate and from one manufacturer for each cementitious
component.
1.5 MATERIAL STORAGE
A. Store grout materials off the ground, under cover, in a dry location.
Store aggregates where grading and other required characteristics can
be maintained.
1.6 TESTING
A. Coordinate testing requirements of grout with Division 1.
PART 2 - PRODUCTS
2.1 PEA-GRAVEL REPAIR GROUT
A. The grout shall be a manufactured, dry packaged product with
proportioned ingredients. Shrinkage compensating ingredients shall
minimize effects of drying shrinkage. Compressive strength at 28 days
shall equal or exceed required concrete strength. Shall contain pea
gravel and no added chloride. Applies and finishes like concrete.
Select material for horizontal overhead or vertical application.
B. Approved Manufacturers:
1. MASTERBUIlDERS "Masterpatch 20"
2.2 CEMENTITIOUS MORTAR PATCHING GROUT
A. Manufactured by MASTER BUILDERS "Set Vertipatch" or Architects
approved equivalent.
1. 4000 ps i
2. Conditions to 1" maximum thickness.
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03600-1
SECTION 03600
GROUT
2.3 NON-SHRINK NON-METALLIC GROUT
A. The grout shall be non-shrink, non-ferrous, heavy duty grout.
Compressive strength at 2a days shall be a minimum 6,000 pounds per
square inch. Grout shall remain workable for a minimum of 30 minutes
following mixing.
B. Comply with ASTM C-827.
C. Approved Manufacturers:
1. GIFFORD-HILL IISupreme Grout"
2. L&M CONSTRUCTION CHEMICALS "Crystex"
3. W.R. MEADOWS "588 Non-Metallic, Non-Shrink Grout"
4. SONNEBORN "Sonogrout"
5. U.S. GROUT CORP., IIFive-Star Grout"
6. LAMBERT CORP., IIVibropruf #11"
PART 3 - EXECUTION
3.1 PEA-GRAVEL REPAIR GROUT
A. Install per manufacturer's printed instructions.
3.2 CEMENTITIOUS MORTAR PATCHING GROUT
A. Install per manufacturer's printed instructions.
3.3 NON-SHRINK GROUT
A. Install per manufacturer's printed instructions.
********************
END OF SECTION 03600
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
03600-2
DivisionS
Metals
t-t LN'
DivisionS
.
SECTION 05180
PART 1 - GENERAL
1 . 1 SUMMARY
MISCELLANEOUS STRUCTURAL STEEL
A. Section Includes:
1. Angles, plates and beams.
2. Miscellaneous Framing and Supports
3. Anchor bolts
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. American Society for Testing and Materials (ASTM)
1. ASTM A-36 - Structural Steel.
2. ASTM A-123 - Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel
Products.
3. ASTM A-307 - Carbon Steel Bolts and Studs; 60,000 PSI Tensile
Strength.
4. ASTM A-325 - High Strength Bolts for Structural Steel Joints
5. ASTM A-500 - Cold-Formed Welded and Seamless Carbon Steel Strucgtural
Tubing in Rounds and Shapes.
C. American Welding Society (AWS)
1. AWS 01.1 -Structural Welding Code.
D. American Institute of Steel Construction (AISC)
1. AISC IISpecifications for the Design, Fabr.ication and Erection of
Structural Steel for Buildings" and including the Supplements.
1.3 SUBMITTALS
A. Shop Drawings: Indicate locations, markings, Quantities, materials, sizes
and shapes; indicate methods of connecting, anchoring, fastening, bracing,
and attaching to work of other sections.
B. Submit current welder's certifications for welding performed in connection
with the work of this section.
C. Submit copies of manufacturer's product data and printed instructions for
each manufactured product.
1.4 QUALITY ASSURANCE
A. Qualifications of Welders:
1. Use certified welders and shielded arc process for welding performed
in connection with work of this section.
B. Standards:
1. Comply with AISC "Specifications for Design, Fabrication and Erection
of Structural Steel for Buildings".
2. Comply with AWS 01.1
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
05180-1
SECTION 05180
1.5 TESTING LABORATORY
MISCELLANEOUS STRUCTURAL STEEL
A. Testing of structural metal framing will be performed by a Testing
Laboratory as indicated in Division One.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Steel shapes, plates and angles:
requirements of ASTM A-36.
B. Bolts and nuts: Free from rust and conform with requirements of ASTM
A-325.
Free from rust and conform with
C. Anchor bolts: ASTM A-36, galvanized.
D. Primer: TNEMEC Series P37-77 Chem-Prime; 2.5 to 3.5 mils dry film
thickness.
E. Touch-up Primer for Galvanized Surfaces: TNEMEC Series 90-93 Tneme-Zinc;
2.0 to 3.5 mils dry film thickness.
F. Miscellaneous Framing and Supports
1. Galvanize miscellaneous frames and supports exposed to the exterior
units cast into the structure and elevator pit beams.
2.2 FINISH
A. Clean surfaces of rust, scale, grease, and foreign matter in ~ccordance
with commercial grade cleaning, SSPC-5P-C.
B. Do not prime surfaces in direct contact bond with concrete or where field
welding is required.
C. Prime paint items scheduled with one coat unless indicated otherwise.
D. Galvanize items to minimum coating thickness in accordance with ASTM A-123.
2.3 FABRICATION
A. Verify dimensions on site prior to shop fabrication.
B. Where possible, prefabricate items complete and ready for installation.
C. Fabricate items with joints tightly fitted and secured.
D. Fit and shop assemble in largest practical sections, for delivery to site.
E. Grind exposed welds flush and smooth with adjacent finished surface. Ease
exposed edges to small uniform radius.
F. Welding:
1. Weld shop connections.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
051aO-2
SECTION 051ao MISCELLANEOUS STRUCTURAL STEEL
2. Make jOints and intersections of metal tightly fitting and securely
fastened.
3. Make work square, plumb, straight and true.
G. Ho 1 es:
1. Drill or punch holes required for attachment of work specified in
other sections and for bolted connections.
2. Burned holes will not be accepted.
H. Hot dip galvanize steel connecting devices after fabrication.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examination:
1. Examine installed work and verify that such work is to point where
fabrication and installation of work may proceed.
2. Make field measurements to ensure proper and adequate fit of metal
fabrications and to verify that metal fabrications may be fabricated
and installed in accordance with Drawings.
3.2 SHOP PAINTING
A. Preparation:
1. Thoroughly clean metal of mill scale, rust and foreign matter.
B. Painting:
,1. Shop prime steel except:
a. Steel to be encased in concrete.
b. Surfaces to be welded.
c. Galvanized steel.
3.3 ERECTION
A. Erect and install miscellaneous structural steel in accordance with
Drawings, and referenced standards, aligned, straight, plumb and level.
B. After erection and installation are complete, touch-up shop primer coats
using priming paint specified for shop priming.
3.4 FIELD QUALITY CONTROL
A. Erection Inspection and Testing:
1. Visual Inspection of Welds:
a. Field welding: Inspected visually for conformance by a
representative of the testing laboratory.
b. Repair welds found to be non-conforming.
c. Repairs made to defective welds are subjected to re-inspection by
the original method used.
********************
END OF SECTION 05180
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
051aO-3
',-ro;O ":''';
Division 7
Thermal & Moisture Protection
rl l~J'
Division
7
SECTION 07150
WATERPROOFING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Liquid waterproofing
B. Troweled-on waterproofing.
C. Miscellaneous materials necessary for installation.
1.2 QUALITY ASSURANCE
A. For actual app1 ication of waterproofing use only workmen who are
thoroughly trained and experienced in the skills required, who are
completely familiar with the manufacturer's recommended methods of
application and who are completely familiar with the requirements of
this Section.
B. Coordinate finish slab elevation requirements with product
manufacturer instructions.
1 .3 SUBM ITT ALS
A. Warranty: Before any materials are delivered to the site, submit to
Architect:
1. Copy of Intent to Warrant, signed by manufacturer and contractor.
2. Copy of Waterproofing Warranty for Architect's and Owner's
review.
3. A complete list of all materials proposed to be furnished and
installed by this Section.
B. Product Data: Submit manufacturer's speci ficat ions, install ati on
instructions, and general recommendations for each waterproofing
material required. Include data and certification substantiating that
materials comply with requirements.
1.4 PRODUCT HANDLING
A. Use means necessary to protect the materials of this Section before,
during and after installation and to protect the installed work and
materials of other trades.
B. In event of damage, make all repairs and replacements necessary,
reviewed by the Architect and at no additional cost to the Owner.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Waterproofing - Liquid Applied or Troweled On:
1. Waterproofing on exterior, below grade walls and elevator pits,
shall be single component polyurethane liquid membrane with film
thickness of 55 mils, plus or minus 5 mils per coat.
2. Manufacturers:
a. GATES, Gacof1ex UWM-28.
b. ANTI-HYDRO A-H SEAMLESS MEMBRANE.
c. SONNEBORN BUILDING PRODUCTS; "HLM 5000"
d. TREMCO, "Tremproof 60"
e. GRACE "Bituthene"
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
07150-1
SECTION 07150
WATERPROOFING
B. Protection Board:
1. Provide 1/8" thick asphalt impregnated protection board
continuously over waterproofing once material is cured in place.
2. Acceptable manufacturers:
a. W.R. MEADOWS
b. PHILIP CAREY
c. SONNEBORN BUILDING PRODUCTS "Protection Course II"
C. Other Materials:
1. Provide primers, thinners and other materials recommended by the
manufacturer for installing materials of this Section.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Inspection:
1. Prior to work of this Section, carefully inspect the installed
work of other trades and verify that such work is complete to the
point where this installation may begin.
B. Discrepancies:
1. In event of discrepancy, immediately notify the Architect.
2. Do not proceed with application in areas of discrepancy until all
such discrepancies have been fully resolved.
3.2 INSTALLATION: TROWEL OR LIQUID APPLIED WATERPROOFING
A. Preparation:
1. Concrete wall s shall be cured 28 days and shall be free from
laittance, curing membranes and protrusions and surfjlce dry
before waterproofing is applied.
2. Prior to application of waterproofing surfaces shall be properly
prepared following manufacturer's recommendations, taking care to
seal all cracks and openings in the wall surface.
3. Pre-stripe, following manufacturer's instructions, static joints
and cracks, expansion joints, metal, and utility penetrations
with a 55 mil thick layer of waterproofing before applying final
membrane.
B. Application:
1. Apply waterproofing when temperature is 40oF. or higher.
2. Apply waterproofing following manufacturer's printed recommen-
dation.
3. Cover waterproofi ng wi th 1/8" asphalt impregnated protection
board to prevent damage to waterproofing during backfill
operations.
4. Do not place backfill for at least 36 hours after application of
waterproofing; backfill shall be completed no later than 7 days
after application.
********************
END OF SECTION 07150
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
07150-2
SECTION 07190
VAPOR RETARDER
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Sheet vapor retarder (barriers) directly below slab on grade
throughout the building.
PART 2 - PRODUCTS
2.1 MATERIAL
A. Sheet Retarder: Polyethylene film, a mil, thick; perm rating 0.06.
B. Provide tape as recommended by manufacturer of vapor barrier, to seal
overlapped joints.
PART 3 - EXECUTION
3.1 PREPARATION
A. Coordinate work with progress of work of other related Sections.
3.2 INSTALLATION
A. Insta 11 vapor retarder 1 apped and taped, as recommended by the
manufacturer of the vapor retarder to provide a monolithic
installation.
B. Extend coverage to extremities of areas to receive retarder.
C. Seal joints in vapor retarder, and seal retarder to other surfaces at
extremities of coverage.
********************
END OF SECTION 07190
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
07190-1
Division 16
Electrical
1-1 L~J'
Division 16
SECTION 16010
ELECTRICAL GENERAL PROVISIONS
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Provide all material and labor for the fabrication, installation,
start-up, and testing for the complete electrical installation.
B. Drawings for the work are diagrammatic, intended to convey the extent,
general arrangement, and locations of the work. Because of the scale
of the drawings, certain basic items such as conduit fittings, access
panels, sleeves, pull and junction boxes may not be shown. Include
such items where required by code, other sections, or for proper
installation of the work.
C. Equipment specifications may not deal individually with every part,
control, or device which may be required to produce the equipment
performance specified or as required to meet the equipment warranties.
Include such items as required, whether or not specifically indicated.
D. Coordinate with all trades in submittal of shop drawings. Shop
drawings shall detail space conditions to the satisfaction of all
concerned trades, subject to final review by the Architect. If
electrical work is installed before coordinating with other trades,
which interferes with work of other trades, make all necessary changes
to correct the condition at no additional cost to the Owner.
1.2 CODES AND STANDARDS
A. Install all work in accordance with the applicable requirements of
following:
1. National Electric Code - NEC 1990
2. Regulations of the:
a. Federal Government
b. State of Florida
c. County of Monroe.
d. City of Key West.
B. It is the intent of the Contract Documents to comply wi th the
applicable codes, ordinances, regulations, and standards. Where
discrepancies occur, notify the Architect, in writing, and ask for
interpretation. Correct installation that fails to comply with the
applicable codes and standards at no additional cost to the Owner.
1.3 PERMITS AND INSPECTIONS
A. Obtain and make all payments for permits and inspections required. At
the completion of the project and before final acceptance of the
electrical work, provide evidence of final inspection and approval by
the authorities having jurisdiction.
1.5 ELECTRICAL REFERENCE SYMBOLS
A. Symbols used on the floor plans are defined in the Electrical Symbols
Schedule on the Drawings. Some of the symbols scheduled may not be
required for the project.
B. The symbols used for schematic or one line power and control wiring
diagrams are American Standard Graphical Electrical Symbols as
published in American Standard Chart Z32.3.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16010-1
SECTION 16010
ELECTRICAL GENERAL PROVISIONS
1.6 ACTIVE SERVICES
A. Protect existing active services, water, gas, sewer, electric, when
encountered, against damage. Do not prevent or disturb operation of
active services which are to remain. If active services are
encountered which require relocation, make request to authorities
having jurisdiction for determination of procedures. Where existing
services are to be abandoned, terminate them in conformance with
requirements of the utility or municipality having jurisdiction.
1.7 IDENTIFICATION
A. Provide identification for wiring systems and equipment.
La SUBMITTALS
A. Submit Shop Drawings and product data in accordance with Section
01340.
1.9 CONCRETE WORK
A. Concrete bases and pads for electrical equipment identified on the
drawings will be furnished by Section 03300.
1.10 EXCAVATING, TRENCHING, AND BACKFILLING
A. Provide excavating necessary for light pole bases, underground wiring,
conduit and ductbanks, and backfill trenches and excavations after
work has been inspected. Excavate so that walls, footings, and
adjacent load bearing soils are not disturbed in any way, except where
lines must cross under a wall footing. Where a line must pass under
a footing, make the crossing by the smallest possible trench to
accommodate the conduit. Keep excavation free from water by pumping
if necessary. Open no greater length of trench in advance of 'conduit
laying than that which is required.
B. Remove roots to a minimum level of 18" below finished grade and deeper
as required for duct runs, manholes, and light pole bases. no roots
shall be allowed to remain under any installed electrical work.
C. Place backfi 11 about the structure, when pract i cab 1 e, as the work
construction progresses. Backfill on or against concrete work only
when directed. Backfill duct lines as rapidly as the testing and
acceptance of the fi ni shed sections of the work will permit, and
backfill to a crown approximately 6" above the existing grades. In
backfilling around duct lines, compact selected material firmly around
and to a depth of not less than 6" over the top of the duct. Compact
fill and backfill and rough grading thoroughly in layers and bring up
to within 6" of finished grades. Use fill and backfill that is clean
and free from vegetable matter and refuse.
D. Coordinate all requirements with Section 02226 EXCAVATING,
BACKFILLING AND COMPACTING FOR UTILITIES.
PART 2 - PRODUCTS
NIA
HLM 90007.00-2
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16010-2
SECTION 16010
PART 3 - EXECUTION
NIA
HlM 90007.00-1
ELECTRICAL GENERAL PROVISIONS
********************
END OF SECTION 16010
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16010-3
"..-.-". '''''.'--,''-~'''~'!';;<:,:-~<-. .-.
SECTION 16111
CONDUIT SYSTEMS
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Electrical conduit system.
1. Install all wiring in conduit unless otherwise indicated.
1.2 STANDARDS AND CODES
A. Fabricate and install conduit systems complying with the provisions of
applicable Section NEC, Chapter 3.
B. Provide materials UL and NEC approved for the application intended.
1.3 DESCRIPTION
A. This Section describes the basic materials and methods of installa-
tion for circular cross section conduit systems. Other types of
raceways required are specified in other sections.
PART 2 - PRODUCTS
2.1 CONDUIT
A. Rigid Metall ic Conduit (RMC): .Hot dipped galvanized steel conforming
to ASA C80.1, FS WW-C581e and UL-6.
B. Rigid Non-Metall ic Conduit: Type 40 or 80 heavy wall polyvinyl-
chloride (PVC) conforming to NEMA TC-2, FS WC-I094 and UL-651.
2.2 FITTINGS AND BODIES
A. RMC: Threaded, galvanized iron, heavy steel, concrete tight. Use
insulated grounding bushings at cabinets, boxes, and gutters.
B. Non-Metallic: Schedule 40, PVC, solvent weld socket type.
C. Conduit Bodies: Cast metal condulets having threaded entrances,
removable covers and corrosion resistant screws. Use for sharp turns,
tees, etc.
PART 3 - EXECUTION
3.1 CONDUIT INSTALLATION
A. Unless otherwise indicated, provide conduit in accordance with the
followi ng:
1. Rigid Metal Conduit (RMC): Anywhere except corrosive environ-
ments.
2. Schedule 40 PVC: only where indicated:
a. In floor slabs.
b. Below grade with rigid 90..
3. Schedule 80 PVC: only where indicated.
a. In floor slabs.
b. Below grade with rigid 90..
B. Route conduit in lines parallel to or at right angles with the
building construction.
C. Install conduit a minimum of 6" from piping installed by other trades.
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16111-1
'-"'~' ......., -.,-'--."' ,.,.-.....-. .....~, '. "'...-.-::-; '......,
SECTION 16111
CONDU IT SYSTEMS
D. Install the conduit system mechanically and electrically, continuous
from outlet to outlet and to cabinets, junction or pull boxes. Secure
conduit to cabinets and boxes in such a manner that all parts of the
system will have electrical continuity.
E. Use plastic spacers for conduit separation and support.
F. Protect metal conduit buried in earth fill with an approved corrosion
resistant material.
********************
END OF SECTION 16111
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16111-2
SECTION 16400
SERVICE AND POWER DISTRIBUTION SYSTEMS
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Service and Power Distribution Systems.
1.2 SERVICE DESCRIPTION
A. The primary electrical service will be available from City Electric.
This service is rated at 13,800 nominal voltage.
B. The secondary service will be available from City Electric. This
service shall be rated at 277/480 volt, 3 phase, 4 wire, solid neutral
with ground bus. The solid neutral will be grounded at the secondary
of the main transformers and not grounded at any other down 1 i ne
point.
C. Service for large motors and primaries of distribution transformers
shall be 480 volt, 3 phase, 3 wire, with ground.
D. Service for primary lighting shall be 277/4aO volt, 3 phase, 4 wire,
with ground.
E. Service for certain lighting, receptacles, fractional horsepower
motors and small equipment loads shall be 120/208 volt, 3 phase, 4
wire, with ground.
1.3 CONNECTION TO CITY ELECTRIC POWER COMPANY SYSTEM
A. The City Electric will furnish and install the following:
1. High Voltage Transformers (Bid Group Three)
2. Overhead high voltage cables and poles. (Bid Group Three)
3. Necessary high-voltage cable splices, terminations, pot heads,
etc., for both overhead and underground lines. (Bid Group One)
4. Ground system in vault. (Bid Group Three)
5. Secondary metering equipment. (Bid Group Three)
B. The Contractor shall furnish and install the following:
1. High voltage underground cable. (Bid Group Three)
2. Underground raceway duct bank. (Bid Group One)
3. Install high voltage underground feeders, through duct bank.
(Bid Group Three)
4. Secondary wiring from transformer secondaries. (Bid Group Three)
5. Conduit and backboards for secondary metering. (Bid Group Three)
PART 2 - PRODUCTS
2.1 RELATED EQUIPMENT AND MATERIAL
A. The equipment and material related to the service and distribution
system shall be as indicated and as specified in the following
Sections:
1. Conduit System - Section 16111
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16400-1
SECTION 16400
SERVICE AND POWER DISTRIBUTION SYSTEMS
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install service and distribution system as indicated.
********************
END OF SECTION 16400
HlM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
16400-2
ADDENDOK NO. 1
NEW MONROB COUNTY DBTBNTION FACILITY
sid Packaqe NO.3, Site Blectrical , Temporary Power
sid Packaqe NO.5, site Gradinq , Caissons
sid Packaqe NO.7, Concrete Poundations
sid Packaqe NO.9, site Plumbinq
June 3, 1991
Modification No.1:
Incorporate the attached Pre-Bid Meeting Agenda and Minutes, from
the May 28, 1991 Pre-Bid Meeting, into th~ bidding documents.
Modification No.2:
Add to Section 00001 TC'ble of Contents, the attached item 6.
Technical Specifications, as page 00001-4, dated OS/22/91.
Modification No.3:
Notice of Calling for Bids, Section 00030, dated 5/22/91, delete
the requirement that th~ pre-bid conference was mandatory in order
for prospective bidders to sub~it a bid.
Modification No.4:
Add the following to the end of paragraph 1.7, Instructions to
Bioders, Section 00100:
...
" The Contractor shall be responsible for paying for all
materials over and above the purchase order quantities. For
example, if the Bidder's calculated quantity on the proposal
form is 50 cy of concrete, and if the Owner so chooses, shall
process a purchase order for 50 cy at the Bidder's stated unit
price. During the course of construction, the 50 cy of
concrete has been incorporated into the work, and more is
needed for that Contractor's work. The Contractor shall be
responsible for paying for all additional concrete."
6/03/91
ADDENDUM NO. 1
Page 1
Modification No.5:
Delete the first sentence of the first paragraph of article 7.7.2,
Instructions to Bidders, section 00100-8, dated OS/21/91, and
insert the following:
" One (1) original of all bidding documents, and four (4)
copies of the bidding documents are to be submitted. Place
the bid security in its own separate envelope, marking on the
outside 'Bid Security', and place all other bidding documents
in another envelope, marking on the outside 'Proposal
Documents'. Both envelopes are to be inserted in one larger
envelope."
Modification No.6:
Add new paragraph, 7.8.5 to Instructions to Bidders, Section 00100-
10, dated OS/21/91, to read:
" No conditional, modified, or qualified bids will be
accepted. Bidders are to comply with the instructions on the
bid forms, and not make any changes thereto."
Modification No.7:
Replace paragraph 7.9.1, Instructions to Bidders, section 00100,
with the following revised paragraph 7.9.1:
" Each Bidder's original work papers, documents, and materials
used in preparation of the bid shall be enclosed in an
envelope antl marked clearly as to contents, must be received
by Monroe County Clerk of Courts, not later than (24) hours
after the time and date for receipt of Bids, or any extension
thereof made by addendum. A photocopy of all materials is to
be received by Morrison-Knudsen/Gerrits, not later that (24)
after the time and date for receipt of Bids. Bidders who fail
to submit their original work papers, documents, and materials
used in the preparation of the bid, as provided herein, waive
all rights to claim error in the Bid."
Modification No.8:
Add the following to paragraph 8.3.8, Instructions to Bidders,
section 00100:
II The Owner reserves the right to return all Bids, not make
any awards, and cancel the Project.1I
6/03/91
ADDENDUM NO. 1
Page 2
Modification No.9:
Add new paragraph 8.1.2, to Instructions to Bidders, Section 00100,
dated OS/21/91, to read:
" Any Bid not submitted on or before the deadline for receipt
of bids designated in the Notice of Calling for Bids, will be
returned unopened."
Modification No. 10:
Add the following to paragraph 8.3.5 of the Instructions to
Bidders, Section 00100:
.. The Owner has the right to conduct Bid Clarification
meetings with any bidder, to determine if bidder has bid the
scope of work in its entirety. Bidder shall be required to
attend bid clarification meetings, as necessary."
Modification No. 11:
Replace sections 00103, 00105, 00107, 00109 Proposal Forms, with
revised Sections 00103, 00105, 00107, 00109, dated 06/01/91.
Modification No. 12:
Replace Sections 00133, 00135, 00137, 00139 Unit Price Schedules,
with revised Sections 00133, 00135, 00137, 00139, dated 06/01/91.
Modification No. 13:
Attached is Westinghouse Evironmental and Geotechnical Services,
Inc., Report of Final Geotechnical Engineering Evaluation, dated
January 15, 1991. This is the information that is the subject of
Section 00220, and is being made available to all plan holders of
record through this addendum.
Modification No. 14:
Replace sections 00303, 00305, 00307, 00309 Scope of Work, with
revised sections 00303, 00305, 00307, 00309, dated 06/01/91.
6/03/91
ADDENDUM NO. 1
Page 3
Modification No. 15:
Replace section 00350, Milestone Schedule dated OS/22/91, with
revised section 00350, dated 06/02/91.
Modification No. 16:
Add to item 14. of supplementary General Conditions, section 00850,
page 5 & 6, the following:
" Each trade contractor shall be required to check his
designated mailbox. This mailbox will be made available, and
located by the Construction Manager."
Modification No. 17:
Add to paragraph 1.2.1.9, of section 00970 Project Safety and
Health Plan, the following:
" In summary, there will be a 3-part. clean-up plan. The first
part consists of the contractor cleaning up on a daily basis,
his workstations, and his trade work. The second part
consists of the general clean-up, the concerted effort by all
trade contractors working on the project. A minimum of (1)
crew is to be utilized by each contractor, or 10%, whichever
is more. The third part consists of the Owner cleaning up for
a particular trade contractor should adequate notice not
compel him to clean up his work. In this case, the
appropriate contractors will be backcharged."
Modification No. 18:
Add new paragraph, 1.2.1.18 to Section 00970 project Safety
and Health Plan, as follows:
" No personal radios or stereos will be allowed on the
job-site."
Modification No. 19:
Delete Section 01510 Temporary utilities, dated OS/22/91, and add
the attached Section 01510 Temporary utili ties, dated 05/30/91-
Requirements for temporary electricity have been modified, and
details A, B, C, and D, and drawing 1510-TP are being reissued for
clarity.
6/03/91
ADDENDUM NO. 1
Page 4
Modification No. 20:
Incorporate Document 00901, Addendum No.1, dated May 31, 1991,
into bidding documents. Document 00901, prepared by Hansen Lind
Meyer, is shown on pink colored sheets, reference HLM 90007.00,
which contains further instructions to bidders, including revised
drawings. Incorporate all revised drawings and specifications.
6/03/91
ADDENDUM NO. 1
Page 5
PRE-BID MEBTING AGBNDA
NEW DETBNTION CBNTBR
Bid Packaqe NO.3, site Electrical , Temporary Power
Bid Packaqe NO.5, site Gradinq , Caissons
Bid packaqe NO.7, Concrete Foundations
Bid Packaqe NO.9, site Plumbinq
May 28, 1991
1. Sign-in Sheet, and, Bid Package intending to Bid.
2. Notice of calling for Bids
Time and date for submitting bid
Location for submitting bid
3. Instructions to Bidders
Submit (1) original, and (4) copies - due to distribution req.
Photocopy pages from Bid Book-do not remove pages
Items to include:
5% Bid Bond - separate envelope
all other items - separate envelope
Proposal Form
Unit Price Schedule
Contractor Evaluation Form
Lobbying and Conflict of Interest Clause
Sworn Statement of Public Entity Crimes
Non-Collusion Affidavit
Subcontractor Listing
100% Performance and Payment Bond required
Contractors will be required to manload project to meet
schedule. Schedule will be submittal requirement.
4. Milestone Schedule
will be revised. Storm and sanitary will be done earlier.
May not have to install roadway culverts.
5. Proposed Subcontractor Listing
Percentage of each subcontract, is $subcontractjtotal bid.
6. General Conditions
(1) million dollar insurance policies required by County.
OS/27/91
PRE-BID MEETING AGENDA
1
7. General Requirements
Everyone to review for additional responsiblities, e.g.,
01560-temporary controls.
Pay particular attention to:
01301-Submittals - stringent procedure
01310-Progress Schedules - updating, and manloading
01510-Temporary utilities - It is not scheduled that any
temporary utilities are to be available for any
contractors of Bid Packages No.3, 5, 7, or 9. Any
water, electricity, etc. required, shall be the
responsibility of each contractor.
8. Project Safety
Intended to eliminate 1nJuries. Therefore, shall be a hard
hat job, along with long pants, appropriate shoes and shirts.
No exceptions. Safety non-compliances will be issued if not
adhered to.
Activity Hazard Analysis shall be prepared and submitted for
approval.
9.
Scopes of Work, review and take questions concurrently.
B.P. 3 - review sow, drawings and tech. specs.
B.P. 5 - review sow, drawings and tech. specs.
B.P. 7 - review sow, drawings and tech. specs.
B.P. 9 - review SOW, drawings and tech. specs.
10. Questions remaining.
OS/27/91
PRE-BID MEETING AGENDA
2
PRE-BID MEETING MINUTES
NEW DETENTION CENTER
Bid Packaqe NO.3, Site Bleotrioal , Temporary Power
Bid Paotaqe NO.5, site Gradinq , Caissons
Bid paotaqe NO.7, Conorete Poundations
Bid Paotaqe NO.9, site Plumbinq
Date: May 28, 1991, 10:00am
Location: Monroe County Service Buildings, Chapel Building
Attendees: See attached list, made a part of these minutes.
o The first part of this meeting will be a review of the front-
end documents.
o A site visit will be conducted at the end of this pre-bid
meeting.
o
The pre-bid agenda was distributed to all attendees.
agenda will be followed.
This
o The following item numbers correspond to the numbers on the
pre-bid agenda.
1. The sign-in sheet was explained, including the requirement for
which bid package each prospective bidder is bidding. We want
to be sure that the Owner is going to get sufficient bids for
each bid package. Before this meeting adjourns, we will make
sure everyone has signed in. .
2. The time and date for receipt of bids at the Clerk of Courts,
Danny Kolhage, is on or before June 10, 1991, 4:00pm.
3. Due to the distribution requirements of the Clerk, one (1)
original of your bid and (4) copies are to be submitted.
Bidders are required to photocopy submission documents from
the bidding documents. Do not remove from the bid books, in
that the $50 plan deposit may be forfeited. The bid books
will be distributed as contract books after award, and will
also be used for as-built record sets.
Each bid will consist of two envelopes, put into one larger
envelope. One of the two envelopes will contain the bid bond,
and the other envelope will contain all the other proposal
documents. Both of these envelopes ".:ill go into the one
larger envelope. Be sure to put in big bold letters on the
05/30/91
PRE-BID MEETING MINUTES
3
front of each envelope "Bid Bond", and "Proposal Documents".
Items that make up the "Proposal Documents", are the proposal
form(insert prices, sign-off, acknowledge addenda, etc.), and
the unit price schedule. The numbers on the unit price
schedule will not be used to determine the lowness of your
bid, but is used for adds and deducts for changes during the
course of the job. We want to stress that bidders need to be
fair on these prices, in that you will not know which way the
job will go. Prices need to be honest bid, solid prices.
A lot of people have submitted the Contractor's Qualification
form, but as part of the bid, will need to be submitted again.
There is some information that is important, as to how your
company is formed. If the form was submitted earlier, just
make a photocopy and turn it in, unless any information has
changed.
other forms the County requires for the bid include Lobbying
and Conflict of Interest Clause, Sworn Statement of Public
Entity Crimes, and the Non-Collusion Affidavit. Make sure you
include copies of these, properly filled out.
The last item is the subcontractor listing. The Contractor
Evaluation form asked what your intended subcontracting plan
is - well, by the time you submit your bid, you should know
how you intend to put your subcontracts together. You should
be able to give accurate information on this subcontractor
listing.
The County is requl.rl.ng a 100% Performance Bond and 100%
Payment Bond. The County has the option to waive bonds if the
cost of the work is under a certain level, but contractors
will have to include cost of bonds on their. bid forms, and
will have to be sure they can get bonds, or else the bid bond
will be forfeited if award is to be made.
The schedule will be a submittal requirement. Prospective
bidders need to look at whether the necessary manpower ~an be
procurred to meet the schedule. The sitework/foundations work
needs to be completed before the precast starts showing up.
So everyone needs to look at the required manpower and
availability prior to bid. Would hate to find out after the
fact that we have manpower shortages.
4. The schedule will be revised in the addendum. Right now the
schedule is showing storm and sanitary being put in towards
the end of the sitework. It is going to be rescheduled for
an earlier installation. The sequencing will be readjusted.
5. Back to the subcontractor listing, where we are asking you to
05/30/91
PRE-BID MEETING MINUTES
4
include the percentage of your bid, each proposed subcontract
is. This would be in terms of dollars. The percentage would
be figured on the particular subcontract amount, based on your
total bid price. The County may alter their procurement
procedures to allow a percentage benefit to the local
contractors, so we want to find out what work is not going to
be local, and what work is going to be local. If you are an
outside Monroe County firm, and using local contractors, we
want to know that.
6. A one million dollar insurance policy is being required by the
County. Bidders need to carefully review insurance sections
to understand total extent of insurance requirements.
7. In each of the scopes of work, we are telling the prospective
bidders to review Division One General Requirements. There
may be some additional responsibilities of contractors that
are not specifically spelled out in the scope of work. For
example, section 01560 - Temporary Controls, dust control
will need to be considered by bidders, but is not specifically
spelled out who's responsible for it.
section 01301 - Submittals, we point this out because there
is a very stringent procedure laid out here. Bidders need to
be sure to include enough overhead, manpower, time and effort
to get submittals done right.
Progress Schedule, Section 01310, there needs to be a pretty
good knowledge of scheduling to comply with this section, for
updating and manloading.
Under Section 01510 - Temporary Utilities, all bidders are
advised that temporary water and temporary electric are not
intended for their use. Contractors will need to make their
own arrangements for their own requirements. The reason for
this is that we may not be able to make final tie-ins until
contractors are almost done with their work, and we don't want
bidders to bank on being able to use these temporary
facilities.
8. We are making it clear that our intent is to eliminate
1nJuries. The project will be a hard hat job, long pants,
proper shoes and shirts. There has been some resistance to
this in the past on other projects we have been involved in.
We are going to tighten up on this project, as it effects not
only the bidders ability to compete, but also our ability to
compete on other projects. We will be scrutinized by our own
in-house safety department. Our requirements are being passed
down to the contractors.
Phase hazard analysis will be required to be submitted by
05/30/91
PRE-BID MEETING MINUTES
5
contractors, to suggest what the appropriate safety measures
are that will be followed for possible hazards, and we will
be making sure it complies with our overall safety program,
before that particular activity starts.
[At this point in the meeting, Instructions to Bidders,
section 00100-4, paragraph 4.2 was read aloud, regarding
Interpretation and Correction of Bidding Documents. Also,
00100-6, paragraphs 7.2.1 thru 7.2.3 were read aloud regarding
adenda.]
9. Bid Package No.3, site Electrical & Temporary Power:
The main work involved is the primary feeder ductbank, and
installation of telephone conduit. The other major portion
of work is installation of temporary power system. City
Electric will be bringing it in overhead, and at the point
where it goes underground, that will be the responsibility of
the temporary power contractor. There is an Owner Option
included which will be evaluated after the bids are received,
as to whether we continue with that contractor for
maintenance.
Bid Package No.5, site Grading & Caissons:
The site preparation is pretty extensive, as well as the rough
grading. There won' t be too much finish grading, and is
basically in the retention pond areas. The other major
portions of work include storm drainage, caissons, some
paving, some sodding, and relocation of one tree. The
Architect will be clarifying which trees need to be relocated.
At this time there appears to be only one 12" caliper tree,
which will be flagged.
The mangrove fringe will be taped off, and the contractor will
have to grade the mangrove setback area. That area will then
be left in as natural state as possible. Buffer area starts
where mangroves end. In regards to trash and debris in
mangrove setback area, it will need to be pulled forward, and
gotten rid of, and hauled off-site.
The initial clearing and grubbing will have to remove and
dispose off-site, or disposed of in a manner approved by the
architect.
o Question: Scott Carrol, Coastal Caissons:
Section 02385, paragraphs 3.2 B & C - speak of dry caisson
hole. Does this requirement hold?
Answer:
This will be clarified in the addendum.
05/30/91
PRE-BID MEETING MINUTES
6
o Question: Scott Carrol
Section 02385-10 D.1 - Need Load test capacities.
Answer:
This will be clarified in the addendum.
o Question: Harry Silvers, Frank Keevan & Son:
will contractor be responsible for hauling trash away?
Answer:
Contractor will be responsible, and for all permits,
fees, etc. We have not verified whether county
landfills will take construction debris. Contractor
will have to determine.
o Question: Hal McKewen, Case International:
will westinghouse be doing caisson inspection?
Answer:
We are currently in contract negotiations with KBC.
o Question: Hal McKewen
unit price schedule includes lineal foot price for caissons,
including steel, concrete, etc. Items 8 & 9 call for unit
price for concrete and steel. What is the difference?
Answer:
The caisson complete unit price is for add or deduct
caisson lineal footage. The other items, items 8
& 9, call for material only, for concrete (per cy)
and for steel (per ton). This is because the Owner
may consider direct purchasing materials. This will
be clarified in the addendum.'
o Question: Are there any liquidated damages?
Answer:
Not at this time.
o Question: Ed Toppino, Jr., Toppino's Inc.
will Section 03300 be followed regarding ice in concrete?
Answer:
o
statement:
The technical specifications will be followed, and
the mix design will be submitted by the contractor,
and evaluated by the architect.
Coordination will be critical between the cast-
in-place columns and the precast, because of
the connections.
05/30/91
7
PRE-BID MEETING MINUTES
o Question: For plumbing lines, not indicated on drawings if PVC
or D.I.P.
Answer:
It is an option, unless noted otherwise on drawings.
o Question: Joe Balbontin, Certified Lower Keys Plumbing:
Can we make radios forbidden on jobsite, for safety reasons?
Answer:
Yes, this is a good idea. This will be added to
addendum.
o Question: John Peterson, Benson Electric:
It would be better to let CES furn~sh and install the site
lights.
Answer:
This will be added to addendum.
o Question: steve Henson, Key Iron Works:
will bid bond be forfeited if performance and payment bond
cannot be procurred?
Answer:
Yes, and prospective bidders should make sure they
can get bonding prior to sUbmitting bid.
o Question: Bob Normand, Coastal Electric:
What about permitting, considering current situation between
City and County?
Answer:
Contractors ~ill be responsible for permits.
Proposal form asks for separate permits cost. If
permit fees were to get waived, then it will be
clear as to contract deducts after award.
o Question: Do we have geotechnical report?
Answer:
We have Westinghouse' geotechnical report available
(some were distributed in the meeting), and it will
be included in the addendum.
05/30/91
PRE-BID MEETING MINUTES
8
?C&. '1 ~
,
NEW DETEN'I10N FACILITY
MONROE COUN'IY
PRE-BID CONFERENCE
BID PACKAGE 3 - Site Electrical & Temporary Electric
BID PACKAGE S - Site Grading & Caissons
BID PACKAGE 7 - Concrete Foundations
BID PACKAGE 9 - Site Plumbing
MAY 28, 1991
COMPANY
REPRESENTATIVE
PHONE
BIDDING
WHICH
BID PACKAGE?
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MONROE COUNn'
PRE-BID CONFERENCE
BID PACKAGE 3 . Site Electrical" Temporary Electric
BID PACKAGE S . Site Grading & Caissons
BID PACKAGE 7 . Concrete Foundations
BID PACKAGE 9 . Site Plumbing
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MAY 28, 1991
COMPANY
REPRESENTATIVE
PHONE
BIDDING
WHICH
BID PACKAGE?
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6. Technical specifications (Volume II, dated May 17, 1991)
DIVISION 2- SITEWORK
section 02100
section 02211
Section 02215
section 02222
section 02226
section 02385
Section 02510
section 02644
section 02674
Section 02685
section 02720
section 02721
section 02730
section 02930
Section 02955
site Preparation
Rough Grading
Finish Grading
Excavating, Backfilling and Compacting
for Structures
Excavating, Backfilling and Compacting
for utilities
Drilled Caissons
Asphaltic Concrete Paving
Water Mains
Fire Wells
Gas Distribution System
Storm Sewerage
Sewer Structures
Sanitary Sewerage
Lawns and Grasses
Tree Relocation
DIVISION 3 - CONCRETE
section 03100
section 03200
section 03300
section 03600
Concrete Formwork
Concrete Reinforcement
Cast-in-Place Concrete
Grout
DIVISION 5 - METALS
section 05180 Miscellaneous Structural Steel
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
section 07150
section 07190
waterproofing
Vapor Retarder
DIVISION 16 - ELECTRICAL
section 16010
section 16111
section 16400
Electrical General provisions
Conduit Systems
Service and Power Distribution Systems
OS/22/91
00001-4
TABLE OF CONTENTS
SBCTION 00103
PROPOSAL PORM
Bid Package No. 3
sit. Blectrical , Temporary Power
BID TO
.
.
MONROB COUNTY - CLBRK OP COURTS
500 WHITBHEAD STREBT
DY WEST, PLORIDA 33040
BID PROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Package NO.3, site Electrical , Temporary Power
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting per(ormance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
06/01/91
PROPOSAL FORM
00103-1
5.
Primary Feeder Duct Bank
$
$
$
$
$
$
1.
Mobilization
2.
General Conditions
3.
Permits
4.
Bonds
6.
Temporary Power, including site Lights
7. Owner option No. 3-01: Temporary Power
Maintenance Personnel & Materials Mark-up
For maintaining temporary power, for
duration of project, estimated at
12 to 18 months.
Per hour, for (1) licensed electrician,
including burden, overhead and profit.
$
/Hr.
Per hour, for (1) helper, including
burden, overhead and profit.
$
/Hr.
For maintaining temporary power, for
duration of project, estimated at
12 to 18 months. For maintenance
materials, provide mark-up percentage
to include expediting, overhead and
profit.
%
06/01/91
PROPOSAL FORM
00103-2
8. Alternate No. 3-01: In lieu of Owner owning
and retaining temporary electrical
materials and facilities, Contractor will
keep. Enter net change and whether change
is an add or deduct from base bid.
Net Change in base bid for Contractor
owning temporary electrical materials:
Circle either ADD or DEDUCT.
ADD / DEDUCT $
TOTAL BID, items 1 thru 6 (figures) $
----------
----------
TOTAL BID, (words)
DOLLARS
06/01/91
PROPOSAL FORM
00103-3
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 4 of the Proposal Form , and
attached the required Bid Security____, Unit Price Schedule ,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause_, Sworn Statement of Public Entity Crimes____, Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(Check mark items above. as a reminder that they are included.)
Mailing Address:
Phone Number:
Date:
signed:
(Name)
(Title)
witness:
(Seal)
06/01/91
PROPOSAL FORM
00103-4
SECTION 00105
PROPOSAL FORM
Bid Packaqe No. 5
site Gradinq , Caissons
BID TO : MONROB COUNTY - CLERK OF COURTS
500 WHITEHEAD STREET
KEY WEST, FLORIDA 33040
BID FROM:
The undersigned, having carefully examined the Work and reference
Drawings, specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Packaqe NO.5, site Gradinq , Caissons
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does .hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
06/01/91
PROPOSAL FORM
00105-1
10. Outfall structures
$
$
$
$
$
$
$
$
$
$
1. Mobilization
2. General Conditions
3. Permits
4. Bonds
5. site Preparation
6. Rough Grading'
7. Finish Grading of Retention Pond Areas
8. Tree Relocation
9. storm Sewerage
11. Drilled Caissons thru overburden -
Unit Price basis, bid quantity = 1385 If
$
12. Drilled Caissons thru competent limerock -
Unit Price basis, bid quantity = 4265 If
18. Owner Option No. 5-03: Topsoil and Sodding
in retention pond areas.
$
$
$
$
$
$
$
13. Load Testing of Caissons
14. Entrance roadway per Section 02510
15. silt Fence
16. Jr. College Rd. Work
17. Entrance chain link fencing
06/01/91
PROPOSAL FORM
00105-2
19. Owner option 5-01: Caisson Concrete
At the option of the Owner, either contractor
or Owner will purchase concrete for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including
tax, delivered.
Calculated Quantity
Material cost
cy
Icy
20. Owner Option 5-02: Caisson Reinforcing
At the option of the Owner, either contractor
or Owner will purchase reinforcing for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including tax,
delivered and off-loaded.
Calculated Quantity
Material cost
tons
Iton
21. Alternate No. 5-01: Portland Cement Concrete
Paving in lieu of Soil-Cement Base and
Asphaltic Concrete Paving. Enter net
change, and whether the net change is
an add or deduct from base bid.
Net Change in base bid for portland
cement concrete paving: circle
either ADD or DEDUCT.
ADD I DEDUCT $
TOTAL BID, items 1 thru 18 (figures)
TOTAL BID, (~ords)
$
----------
----------
DOLLARS
06/01/91
PROPOSAL FORM
00105-3
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 4 of the Proposal Form , and
attached the required Bid Security____, Unit Price Schedule____,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause____, Sworn Statement of Public Entity Crimes_, Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(ebeck mark items above. as a reminder tbat they are included.)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
06/01/91
PROPOSAL FORM
00105-4
SECTION 00107
PROPOSAL PORK
Bid Packaqe No. 7
concrete Poundations
BID TO : MONROB COUNTY - CLERK OP COURTS
500 WHITBHEAD STREET
KEY WEST, PLORIDA 33040
BID PROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Packaqe NO.7, Structural Concrete Columns and Pits
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
with the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and fror inspection and examination of the site.
06/01/91
PROPOSAL FORM
00107-1
1- Mobilization $
2. General Conditions $
3. Permits $
4. Bonds $
5. Grade Beams $
6. Walls and Beams Above $
7. Concrete Slabs-on-grade $
8. Elevator pits $
9. Columns $
10. Elevator Rail support Beams $
11- Owner option No. 7-01: Concrete
At the option of the Owner, either Contractor
or Owner will purchase concrete for this work.
Contractor shall calculate quantity. Contractor
shall state material price only, not including
tax, delivered.
Calculated Quantity, 4000 psi Concrete
Material Cost
cy
Icy
Calculated Quantity, 5000 psi Concrete
Material Cost
cy
Icy
TOTAL BID, items 1 thru 10 (figures)
$
----------
----------
TOTAL BID, (words)
DOLLARS
06/01/91
PROPOSAL FORM
00107-2
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Form , and
attached the required Bid Security____, Unit Price Schedule ,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause , Sworn Statement of Public Entity Crimes , Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(Check mark items above. as a reminder that they are included.)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
06/01/91
PROPOSAL FORM
00107-3
SECTIOM 00109
PROPOSAL PORK
Bid Packaqe Mo. 9
site pIUJDl)inq
BID TO : MONROB COUNTY - CLBRK 01' COURTS
500 WHITEHEAD STREBT
BY WBST, "LORIDA 33040
BID PROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Packaqe NO.9, site Plumbinq
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
06/01/91
PROPOSAL FORM
00109-1
10. Fire Water Main, post indicator valve,
temporary water appurtenances, hydrants.
$
$
$
$
$
$
$
$
$
$
1. Mobilization
2. General Conditions
3. Permits
4 . Bonds
5. Gray Water Main
6. Sanitary Sewerage, incl. grease trap
7. Distribution Water Main
8. Fire Wells
9. Gas Line
TOTAL BID, items 1 thru 10
(figures)
$
----------
----------
TOTAL BID, (words)
DOLLARS
06/01/91
PROPOSAL FORM
00109-2
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 3 of the Proposal Form , and
attached the required Bid Security____, unit Price Schedule ,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause , Sworn Statement of Public Entity Crimes , Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(Check mark items above. as a reminder that they are included.)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
06/01/91
PROPOSAL FORM
00109-3
SECTIOM 00133
SCHEDULE O~ UWIT PRICBS
Bid packaq. Bo. 3
site Blectrical , Te.porary Power
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
Yn.it
$/lf
unit Price
1.
4" Fiber Duct, material only,
not including tax.
$
2.
Concrete, for Duct Bank
Application, material only,
not inclUding tax.
$/cy
$
3.
Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$/cy
$
4.
Suitable borrow material
including delivery, spreading
and compacting.
$/cy
$
06/01/91
SCHEDULE OF UNIT PRICES
00133- 1
SECTION 00135
SCHEDULE OF UNIT PRICES
Bi4 Packaqe Ho. 5
Site Gra4iDq , CaissoDs
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
1.
2.
3.
Description
unit
Unit Price
Equipment Operator, fully
burdened, incl. profit and
overhead.
$/Hr.
$
Laborer, fully burdened, incl.
profit and overhead.
$/Hr.
$
Caissons, incl. drilling,
casing, steel and concrete,
in competent limerock
$/lf
$
4.
Caissons, incl. drilling,
casing, steel and concrete,
in overburden medium
$/lf
$
5.
suitable borrow material
incl. delivery, spreading
and compacting.
$Icy
$
6.
silt fence, furnished and
installed.
$/lf
$
7.
Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$Icy
$
Material onlY. not including tax. no delivery:
8. 19" x 30" elliptical RCP $/lf $
9. 14 " x 23" elliptical Rep $/lt $
10. 12" x 18" elliptical RCP $/lt $
06/01/91 SCHEDULE OF UNIT PRICES 00135-1
DescriDtion lln.i1 Unit Price
11- 12" RCP CLASS III $/lt $
12. 12" RCP CLASS V $/lt $
13. lS" RCP $/lt $
14. 18" RCP CLASS III $/lt $
15. 24" RCP CLASS III $/lt $
16. 3" DIP $/lt $
17. 6" DIP $/lt $
18. 8" DIP $/lt $
19. 10" DIP $/lt $
20. 12" DIP $/lf $
21- 16" DIP $/lt $
06/01/91
SCHEDULE OF UNIT PRICES
00135-2
SECTION 00137
SCHEDULE OF UNIT PRICES
Bid package No. 7
concrete Foundation.
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
Unit
Unit Price
1.
carpenter, fully burdened,
incl. profit and overhead.
$/Hr.
$
2.
Laborer, fully burdened, incl.
profit and overhead.
$/Hr.
$
3.
Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$/cy
$
4.
Suitable borrow material
including delivery, spreading
and compacting.
$/cy
$
06/01/91
SCHEDULE OF UNIT PRICES
00137-1
SBC'l'ION 00139
SCHEDULB OP UNIT PRICES
Bi4 Packaq. Mo. 9
sit. P1Wlbinq
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
Description
Unit
Unit Price
1.
Plumber, fully burdened,
incl. profit and overhead.
$/Hr.
$
2.
Laborer, fully burdened, incl.
profit and overhead.
$/Hr.
$
3.
Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$/cy
$
4.
Suitable borrow material
including delivery, spreading
and compacting.
$/cy
$
Mater.ial onlY. not includinq tax. no delivery:
12. 10" DIP
$/lf
$/lf
$/lf
$/lf
$/lf
$/lf
$/lf
$/lf
$
$
$
$
$
$
$
$---
5 . 4" PVC
6. 6" PVC
7 . 8" PVC
8. 10" PVC
9. 4" DIP
10. 6" DIP
11. 8" DIP
06/01/91
SCHEDULE OF UNIT PRICES
00139-1
SBC'l'IO. 00303
SCOPB OP WORlt
Bid Packaq. Ho. 3
site Electrical , Temporary Power
1.1 General SCODe
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and in the following sections of the Specifications:
including, but not limited to:
Specifications Sections and DescriDtions
01510
02226
03300
03600
16010
16111
16400
Temporary utilities
Excavating, Backfilling and Compacting for utilities
Cast-In-Place Concrete
Grout
Electrical General Provisions
Conduit Systems
Service and Power Distribution systems
1.2 special provisions
The following Special Provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 In accordance with Section 01510 - Temporary uti~ities,
furnish~ and install temporary elecric power service for
construction needs. Coordinate with City Electric
Service, for installation of overhead, connections, etc.
Includes high vol tage underground lines. Include warning
tape in trench, to warn against digging up energized
lines later.
.2 Owner option No. 3-01: Temporary Power Maintenance, at
the option of the Owner, provide personnel to maintain
temporary power. Proposal Form requests hourly rate for
personnel. In addition, Proposal Form requests mark-up
percentage for maintenance materials invoiced.
.3 In accordance with Section 01510 - Temporary utilities,
notify the utility company when Trade Contractors are
going to connect unusually heavy loads with special power
requirements.
06/01/91
SCOPE OF WORK
00303-1
.4 In accordance with section 01510 - TemForary utilities,
the Temporary power Contractor shall also provide (2)
site lights, equivalent to yard lights as provided by
City Electric system. Lights are to be mounted on the
power pole used for temporary power. The Construction
Manager shall pay the costs of power used.
.5 In accordance with section 01510 - Temporary utilities,
Temporary Power Contractor shall coordinate with the
telephone company for provision of site construction
telephone lines.
.6 Furnish and install primary feeder duct bank, from City
Electric utility pole, as shown on drawing 11.01,
including telephone conduits. Work includes duct bank,
handholes, conduit and stub-ups. Furnish and install (4)
ea. #4 rebar, one embedded in each corner, running the
full length of duct bank. Cap conduits as necessary to
prevent intrusion of moisture and debris. Install pull
wire. Flag handholes as necessary to prevent them from
being damaged or disturbed by equipment. Work includes
all trenching, bedding and backfilling. Follow section
03300 and related sections, for duct bank concrete.
.7 Contractor shall be responsible for calling for, and
coordinating all testing required.
.8 contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.9 Procure and pay for all permits, fees and licenses.
.10 The Owner will provide material testing for this project.
However, this contractor shall be responsible for'the
cost of any retesting required because of non-conforming
Work.
.11 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor's grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
06/01/91
SCOPE OF WORK
00303-2
.12 Contractor 1S to study Division 1 General Requirements
for additional responsibilities required.
.13 On drawing 11.01, existing utility power pole at entrance
is to be relocated. Coordinate relocation with City
Electric.
.14 Alternate No. 3-01: Temporary electrical materials,
Contractor shall retain and own materials, in lieu of
turning over to the Owner after removal.
1.3 By Others
.1 Supply and installation of primary feeder conductor.
06/01/91
SCOPE OF WORK
00303-3
SECTIOK 00305
SCOPB 01' WORK
Bid Packaqe No. 5
sit. Gradinq , Cai..ons
1.1 General Sco~e
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and the following sections of the Specifications;
including, but not limited to:
sections and DescriDtions
02100
02211
02215
02222
02226
02385
02510
02720
02721
02930
02955
03100
03200
03,JOO
03600
site Preparation
Rough Grading
Finish Grading
Excavating, Backfilling and Compacting for
Structures
Excavating, Backfilling and Compacting for utilities
Drilled Caissons
Asphaltic Concrete paving
storm sewerage
Sewer structures
Lawns and Grasses
Tree Relocation
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Grout
1.2 special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 All debris and excavated material is to be removed and
disposed of off-site. All re-usable material is to be
stockpiled on-site as directed by the Construction
Manager, or as approved by the Architect.
.2 Rough grade 10' mangrove setback area shown on drawings.
.3 Grade Wastewater Treatment Plant Area and Effluent
Holding Pond Area to approximate adjacent grades as
shown.
06/01/91
SCOPE OF WORK
00305-1
.4 Contractor shall be responsible for calling for, and
coordinating all required testing.
.5 Grade site to drain, and maintain throughout contract
duration.
.6 Contractor shall be responsible for any dewatering
operations required for installation of his work.
.7 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.8 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.9 Furnish and install Outfall structures.
.10 Primary site control has been established, but this
Contractor shall verify the accuracy of the Owner's
horizontal and vertical control site monuments. The
Trade Contractor shall layout his work from the site
control. The Trade Contractor shall furnish, at his own
expense, all stakes, templates, platforms, equipment,
tools, materials, and labor as may be required in laying
out any part of the Work from the established site
control. The Construction Manager may arrange to have
the Trade Contractor's grades, measurements, or levels
checked and verified by an independent licensed surveyor.
If they are found to be outside of allowable tolerances,
the Trade Contractor shall pay the cost of the checking
or verification.
.11 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.12 Procure and pay for all permits, fees, and licenses.
.13 At location as directed by the Construction Manager,
prepare a concrete truck 'wash-out' hole on site, for use
in cleaning out concrete truck chutes.
.14 Furnish and install DIP sleeves under entrance roadway
and Junior College Road, as shown on drawing 1.09.
Restore roadbed, and repave.
.15 Furnish and install silt Fence as shown on drawing 1.01.
.16 Excavate and restore, for sleeve, and tapping sleeve aDd
valve, on Junior College Road. Coordinate ~ith
06/01/91
SCOPE OF WORK
00305-2
Contractor installing tapping sleeve and valve. Backfill
and restore roadbed, and repave.
.17 At entrance to site, at a, location as determined by the
Construction Manager, furnish and install 6 ft. high
chain link fence, with no top rail. Include (2) ea. 10
ft. wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate
and end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe
for gates. Total length of fence shall be 60 ft.
.18 Furnish and install storm Sewerage system complete.
.19 Flag and/or protect all permanently installed Work, and
maintain through contract duration.
.20 Furnish and install caissons complete. Based on bid
quantity, job will be on a unit price basis. As-built
adjustment, at the end of the job, will be made, at bid
unit price. Contractor shall be responsible for removal
or re-use of muck from caisson excavations. Contractor
shall be responsible for providing adequate site drainage
during caisson operation, to prevent flooding of other
contractors work.
.21 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.22 Finish grade retention pond areas in accordance with
section 02215.
.23 Owner option No. 5-03: Topsoil and Sodding, at the
option of the Owner, furnish and install topsoil and
sodding in retention. pond areas, in accordance with
section 02930.
.24 Relocate one (1) 12" caliper tree, in accordance with
section 02955.
.25 Owner option No. 5-01: Caisson Concrete, at the option
of the Owner, either Contractor or Owner will purchase
concrete for caissons. Proposal form requests contractor
to calculate quantity, and to insert material only cost.
For assistance, the construction Manager calculated bid
lineal footage of caissons to be:
o 5' overburden to drill thru/caisson, at 277
caissons, total = 1385 If
o competent Iimerock, total = 4265 If
06/01/91
SCOPE OF WORK
00305-3
.26 OWner Option No. 5-02: Caisson Reinforcing, at the
option of the Owner, either Contractor or Owner will
purchase reinforcing for caissons. Proposal form
requests contractor to calculate quantity, and to insert
material only cost.
.27 Alternate No. 5-01: Furnish and install portland cement
concrete paving, in lieu of soil-cement base and
asphaltic concrete paving.
1 . 3 By Others
.1 Finish grading in areas other than retention pond areas.
06/01/91
SCOPE OF WORK
00305-4
SECTION 00307
SCOPB OP WORK
Bid Package No. 7
Concrete poundations
1.1 General SCODe
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and in the following sections of the specifications;
including, but not limited to:
Sections and DescriDtions
02222 Excavating, Backfilling and Compacting for
structures
03100 Concrete Formwork
03200 Concrete Reinforcement
03300 Cast-In-Place Concrete
03600 Grout
05180 Miscellaneous Structural Steel
07150 Waterproofing
07190 Vapor Retarder
1.2 Special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid PaGk~ge.
.1 Furnish and install all columns from top of caissons to
elevated first floor framing. Coordinate top of column
connection requirements with precast contractor.
.2 Furnish and install grade beams.
.3 Furnish and install cast-in-place concrete walls and
beams above.
.4 Furnish and install concrete slabs-on-grade.
.5 Contractor shall be responsible for call ing for, and
coordinating all required testing.
.6 Furnish and install elevator pits.
.7 Provide waterproofing and vapor retarder as required for
06/01/91
SCOPE OF WORK
00307-1
the Work.
.8 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.9 Contractor shall be responsible for any dewatering
operations required for installation of his work.
.10 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.11 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor's grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.12 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.13 Furnish and install elevator rail support beams,
including plates and anchors, in accordance with Section
05180.
.14 Furnish and install all anchor bolts for columns, in
accordance with Section 05180.
.15 Furnish and install all miscellaneous metals which are
embedded in the work of this contractor. These include
anchors, channels, edge angles, angles and weld plates.
.16 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.17 Owner Option No. 7-01: Concrete, at the option of the
Owner, either Contractor or Owner will purchase concrete,
Proposal form requests Contractor to calculate quantity,
and to insert material only cost.
06/01/91
SCOPE OF WORK
00307-2
SBCTION 00309
SCOPB OJ' WOO
Bid Package No. 9
site Plumbing
1.1 General SCODe
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings and in the following sections of the Specifications;
including, but not limited to:
Sections and Descriptions
02226
02644
02685
02674
02721
02730
03600
Excavating, Backfilling and Compacting for utilities
Water Mains
Gas Distribution System
Fire Wells
Sewer Structures
Sanitary Sewerage
Grout
1.2 special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 Cap all lines to prev~nt intrusion of debris, animals,
etc., and flag valve boxes to prevent being disturbed or
damaged by equipment.
.2 Furnish and install temporary water using charged fire
water line. At locations of two (2) fire hydrants,
furnish and install suitable temporary water facilities.
.3 Subcontractor shall be responsible for calling for, and
coordinating all required testing.
.4 Furnish and install Grease Trap as sho~n on drawings.
.5 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.6 Furnish and install post indicator and valve on Fire
Water loop, as shown on drawings.
06/01/91
SCOPE OF WORK
00309-1
.7 Furnish and install Fire Hydrants, and adequately protect
from damage with temporary bollards.
.8 Contractor shall be responsible for any dewatering
operations required for installation of his Work.
.9 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor I s grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.10 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.11 Furnish and install fire wells, complete, as shown on
drawings, and in accordance with section 02674.
.12 Furnish and install 2-1/2" gas line as shown on drawings.
.13 Furnish and install water main and fire water main,
complete, including all appurtenances.
.14 Furnish and install tapping sleeve and valve for
distribution main. Furnish and install thrust blocks as
required. Excavation, roadbed restoration, and repaving,
will be by site Grading Contractor. Coordinate
operations with site Grading Contractor.
.15 Install Water Meter furnished by FKAA.
inspections with FKAA.
Coordinate
.16 Furnish and install all required concrete thrust blocks.
.17 Furnish and install Reduced Pressure Backflow Preventers.
.18 Furnish and install Gate valves and Boxes.
.19 Furnish and install floor drains and coordinate embedment
with contractor responsible for concrete slabs.
06/01/91
SCOPE OF WORK
00309-2
.20 Furnish all plumbing stub-ups and caps associated with
this contractor's work.
.21 Furnish and install Sanitary Sewerage as shown on
drawings, complete, including manholes, clean-outs, caps
and plugs.
.22 Furnish and install Gray Water line as shown on drawings,
and all appurtenances thereto.
.23 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.24 Contractor is to protect all installed Work, and maintain
throughout contract duration.
1.3 Bv Others
.1 At Junior College Road, excavation for tapping sleeve and
valve, backfilling, roadbed restoration, and repaving.
06/01/91
SCOPE OF WORK
00309-3
SBCTIOIf 00350
MILESTONB SCHBDULE
This section contains the project schedule. Each contractor
is to study the applicable parts, or milestones, in order to
determine his proposed scheduling for the project.
Coordinate construction scheduling and operations with the
Construction Manager so as to meet the milestone and
completion dates as outlined in this section.
The Contractors are to note the following special items.
a.
Bid Due Date .
. . . . . . .
. . . .06/10/91
. . 06/26/91
. . 07/01/91
b.
Award Date (Anticipated)
Notice to Proceed (Anticipated).
c.
d. Bid Package No. 3 - Site Electrical , Temporary Power:
The Work shall be substantially complete 70 calendar
days after the commencement date established in the
Notice to Proceed.
e. Bid Package No. S - site Grading' Caissons:
The Work shall be substantially complete 130
calendar days after the commencement date
established in the Notice to Proceed.
f. Bid Package No. 7 - Concrete Foundations:
The Work shall be substantially complete 130
calendar days after the commencement date
established in the Notice to Proceed.
g. Bid Package No. 9 - site Plumbing:
The Work shall be substantially complete 123
calendar days after the comnencement date
established in the Notice to Proceed.
06/01/91
MILESTONE SCHEDULE
00350-1
.... ~........_.._ ._.... ~_ __.....,. ......01.___ .......... -__~.._..._ _........_~.' ..................-----.--...-""-...-..----...-- ..
h.
The general flow of installation of caissons and columns
will be zone C thru zone A, zone F thru zone D.
06/01/91
MILESTONE SCHEDULE
00350-2
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REPORT OF ANAL GEOTECHNICAL
ENG INEERING EV ALVA nON
MONROE COUNTY JAIL
KEY WEST, f1.0RJDA
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WestingtnJse Environmdl
and GeoB:hnicaI Services. k
SuI! 1Q2I
3iO S NorII ~kt 80ulhinl
Altirnonte SoMgs RonGI 32;01
,.07) 331..7
FU 1.o71331GS
January 15, 1991
MORRISON. KNUDSEN/GERRITS
Conectional Facilities Division
5090 Junior College Road
Key West, Florida 33045
Attention:
Mr. Doug Fuller
Subject:
Repon of Final Geotechnical
Engineering Evaluation
Monroe County Jail Site
Key West, Florida
Westinghouse Project No. 1141-88-069
Dear Mr. Fuller:
Westinghouse Environmental and Geotechnical Services, Ine. ~estinghouse) is pleased to
present this report of our final geotechnical engineering evaluation for the above-referenced
project. Wcostinghouse previously submitted a Preliminary Geotechnical report dated July
3. 1990 as well as a report of Phase I Environrnent~1 Evaluation dated July 20. 1990. The
purposes of this final study were to provide more detailed analysis and recommendations
regarding design of structure foundations, pavement sections. and stormwater management
facilities, The recommendations in this report are in general accordance v.ith tbe
information requested by Hansen Lind Meyer (HLM) in their letter dated October 26. 1990.
This report presents results of our geotechnicaJ engineering evaluation (or this project.
Sm."URY
In summary, the results of our studies at the site indicate that the proposed jail structure can
be supported on 36 inch diameter drilled shafts which extend to depths ranging from 15 to
20 feet into the underlying limestone. It also appears that conventional pavement sections
are suitable; however, removal of the organic material and silt (rom beneath paver.:ents is
recommended, Additionally. it appears that qorrnwater recovery could be achieved throm:::
natural infiltration into the underlying limestone. -
11 ~ 1-88-069
Pare 1
SITE AND PROJECT DESCRIPTION
The subject site is located in Section 27, Township 67 South, Range 2S East. Monroe
County, Florida. The site is presently undeveloped and is vegetated with native bushes aDd
small pine trees. A pile of wood chips and scattered limestone rubble are also present 00
the site. We understand that the site was formerly used as I city trash dump, but the
majority of tbe trasb has been removed. Several scattered piles of household debris were
observed at the site. We understand that nearby channels were previously dredged and the
limestone material was placed on this site. According to I site plan with topographic
information supplied by HLM, the present site grades range from about + 2 to + 6 feet
MSL
We understand the project plans include construction of a 2 story precast concrete struC1UIe
with the first floor raised above existing grade. Stairs and elevators will be constructed at
existing grade. The column structural loading information supplied by HLM is summarized
as follows:
Interior column loads
Exterior column loads
Maximum uplift load
Maximum lateral load
775 kips
500 kips
95 kips
60 kips
We understand that the parking area and loading docks for the building will be constructed
at or near present grades, A series of stormwater detention areas will be constructed
around the perimeter of the site. The bottom of the detention areas will be at approximate
elevation + 2 feet MSL with :: top of berm elevation of + 4 feet MSL The proposed
facilities are shown on Figure 1.
Westinghouse (formerly known as Soil & Material Engineers) previously performed
geotechnical studies at this site in 1988. The majority of the borings performed during the
previous studies were used as the basis for our analysis on this project. All studies
performed by Westinghouse at this site were in accordance with standards of geotechnical
practice in the area as well as applicable ASTM and regulatory agency requirements.
SUBSURFACE EXPLORATIO~
For this study, the results of all relevant previously performed Standard Penetration Test
(SPT) borings were used. It appears that approrimately 24 of the 41 previously performed
SIT borings are v.ithin the proposed site boundaries, The SPT borings were performed te
a depth of 25 feet below existing ground surface, We also excavated 8 test pits in December
of 1990 and performed field soil percolation tests for this project. The percolation test
~. -~
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.. .. --. ...-.:.- ..~: ~-:. - _. . ....~.. ..... .--.------ . --.-.
- ....---- ..-
1141-88-069
Pate 3
.
depths were specified by HLM. The test pits were excavated to depths that ranged from
about 3 to 8 feet below ground surface. The boring and test pit locations are shown OD
Figure 1.
Standard Penetration Tests were performed continuously in the SPT borings to a depth of
10 feet and at 5-foot depth intervals thereafter. Eacb sample was removed from the sampler
in the field and was examined and visually classified by a geologist. Representative portions
of each sample were packaged and sealed for transportation to our laboratory for further
examination and visual classification. Water levels were measured in tbe boreholes at the
time of our field exploration to evaluate the depth to groundwater. A brief description of
the SPT boring procedure is included in the Appendix.
GE:\"ERAL SUBSURFACE CONDITIONS
Subsurface conditions encountered in the SPT borings are shown on the Test Boring
Records in the Appendix. Descriptions of the soils encountered in the borings are
accompanied by the Unified Soil Classification symbol (SP, SC etc.) based on visual
examination. Stratification boundaries between soil types should be considered approximate
as the actual transition between soil types may be gradual. Results of the test pits are
shown on Table 1.
The SPT borings typically encountered a surficial stratum of medium dense to dense
limestone fill to depths of about 5 feet below ground surface. The borings then encountered
a stratum of very soft to firm silt (MH) with an occasional root mat. The silt stratum was
typically about 1 foot thick except as encountered in boring 4-H where the silt stratl'ID was
approximately 5 feet thick. All borings then encountered dense' to very dense limestone to
the 25 foot maximum deptb explored. The limestone encountered in the borings did not
contain cavities or voids.
The test pits excavated at the site' also encountered a surficial stratum of limestone fiU that
was approximately 2 to 5 feet thick. The test pits then encountered variable layers of a root
mat (Pt) and silt (ML) that was approximately 1 to 2 feet thick, The natural limestone
formation was encountered at the bottom of each test pit location.
Field percolation tests were performed at test pit TP-2 location to evaluate groundwater
infiltration rates. Two types of tests were performed. The first utilized a 2 inch diameter
casing witb the tip set at approximately 5 feet below ground surface, The bottom 12 inches
of the 2 inch casing was slotted, The second test utilized a 4 inch diameter casing set with
the tip at approximately 2.5 feet below ground surface with no slotted section, n,e tes:
results are sumliJanzed as follows:
0)
.._...... ...........--......T'P......--. --~. --. ,... ' - .., ..~ ... ---.--.........-
_.______~.-",_____...._~. ________...... 4_ ~__ .,. -.....-..---... -
1141-88-069
Pare 4
Test
Location
Test Depth (ft)
Casing
Diameter
Infiltration Rate
(inches per seconct)
TP-2
TP-2
5.0
2.S
2-
4-
2.0
0.02
The groundwater level was encountered to depths that ranged from about 1 to S (eet below
ground surface, depending on topography and borehole location. We note that groundwater
levels will depend on tidal fluctuations and may vary several feet daily at the site. Tidal
fluctuations should be considered when evaluating groundwater levels at the site.
LABORATORY TESTING
Laboratory tests consisted of percent fines, Atterberg limits, and soil corrosion series. These
tests were performed to aid in classification of soils encountered in the test pits and to
evaluate the soil environmental conditions. One laboratory permeability test was performed
on a representative limerock fill sample obtained at the site. All tests were performed in
our geotechnical laboratory in accordance with applicable ASTM procedures. The test
results are shown on Table 2 and Table 3 in the Appendix.
CONCLUSIONS AND RECOMMENDATIONS
The following conclusions and recommendations are based on the project characteristics
previously described, the data obtained in our field exploration, and our experience with
similar subsurface conditions and construction types. If the final building lpcation, site
grades, or foundation loads are significantly different from those previously described, or if
subsurface conditions different from those disclosed by the borings are encountered during
construction, Westinghouse should be notified so that we might review the following
recommendations in light of such changes.
Structure Foundations: The results of our studies at the site indicate that the proposed
structure can be supported on a drilled shaft foundation bearing in the underlying natural
limestone formation. A shallow foundation system was considered but due to the potential
for scour during hurricanes as well as the high uplift loads, a shallow foundation does not
appear feasible. We understand that the structure columns above the drilled shafts will be
24 inches in diameter and, therefore, a minimum shaft diameter of 36 inches is
recommended,
A shaft kngth was determined based on the axial loads pro\ided by HL\f and a unit ski::
friction determined based on results of our geotechnical study and our experience with other
simjJar sites. An allowable skin friction value of 4,000 psf along the shaft face was used in
our analysis. Based on these numbers, the following shaft lengths were obtained:
(f!}
-... - ~ . -.. . ~---............---- ..
1141-88-069
P.. 5
Column Loads
775 kips
550 kips
Shaft
Len&th
20 feet
15 feet
These shaft lengths are actual embedment depths into the underlying limestone and do not
include penetration through the upper limestone fill at the site. The shaft length should be
increased by approximately 5 to 10 feet to penetrate the overlying fiU materia}. depending
on the shaft location. Our analysis does not include capacity due to end bearing since the
bottom oC shafts cannot be adequately inspected to evaluate the suitability of the underlying
material when using typical wet construction methods. Sediments and drill cuttings
commonly Corm at the base of shafts during construction. and this condition can lead to
reduced capacity, The shaft lengths mentioned above will also be sufficient to resist the
. maximum uplift loads of 95 kips.
As mentioned above. shaft lengths were evaluated based on a unit skin friction of 4.000 psf.
A pile load test should be performed to verify this value. We recommend that one drilled
sbaft be installed during a test program and loaded to fallure in tension. We note that if
higher unit skin friction values are determined after a load test is performed, then a
reduction in shaft length may be possible for this project. In any case, a load test should
be performed at the site. We also note that our analysis included a concrete with a strength
of 5,000 psi. A high early strength ,concrete should be used during the test program so that
a load test may be performed soon after installation of th~ shaft.
A lateral pile analysis was performed to evaluate deflection at the pile head based OD
loading conditions provided by HLM. The computer program COM624 was used in OUI
analysis. The soil parameters used in the program were based on results of OUI field
exploration. We have assur.led that scour oC the surficial fill may occur during hurricane
conditions. and our calculations assumed this condition. We note that the modulus of
elasticity for the shaft was calculated based on a concrete shaft with a 5,000 psi design
strength. However. steel added to the shaft will increase the modulus; therefore, our
calculated deflections should be conservative, Our analysis also assumed a fixed head
condition for the shaft where the head is not allowed to rotate, These assumptions are
critical in evaluating deflections at the shaft head. If the head is allowed to rotate and
moments are experienced on the shaft, then greater deflections \\111 likely oerm,
Westinghouse should be notified if these assumptions are not valid for this project
Shaft head deflections on the order of V. to 1/2 inch were calculated. These values are acruaJ
results and do not include safety factors. However, due to the transient nature of the lateral
loads and the conservative assumptions used for the analysis, these values should be
sufficient for design purposes.
h~
,&,
.'~.-Yr._"_" . _~ ......,.._- _......~-_........_'
1141-88-069
Pare 6
Ancillary Structures: We understand that stairwells and elevators will be 'constructed at
approximately present grade. We recommend that these structures also be supponed OD
deep foundations. Sballow foundations are not recommended due to the potential for soil
scour and since settlement will likely occur due to increased stress on the underlying silt and
peat layers. We note tbat any structures built over the compressible soils are expected to
experience differential settlements in relation to the jail structure since the jail building will
be supponed on a deep foundation. Tbe compressible materials (silt and peat) could be
removed from beneatb ancillary structures to limit settlements beneath shallow foundations.
but scour may still occur which could undermine shallow foundations.
Pavement Sections: We understand that final pavement grades will be at or near existing
grades. Based on results of this study, it appears that conventional pavement sections could
be constructed at this site. Due to the potential for a saturated subgrade and base because
of groundwater fluctuations, flexible pavement sections (asphaltic concrete) should include
a cement treated base. This type of base is less susceptible to deterioration due to
groundwater saturation. An alternative to a flexible pavement would be a concrete
pavement section. The concrete pavement is less susceptible to the effects of high
groundwater conditions. We recommend a concrete pavement consisting of 6 inches of
unreinforced concrete with a minimum 7 day strength of 3.000 psi. The concrete pavemen\
should be provided with sufficient expansion joints and should be adequately dowed between
adjacent sections to properly transfer loads. The project structural engineer can provide
structural connections and expansion joint layouts. We also note that consideration should
be given to a gravel or crushed rock parking area. This material be easily releveled or
reshaped as needed if settlement occurs. The existing limestone fill on site may be a
possible alternative for parking and drive areas. The fill could be compactei:! in place to
provide support for vehicular traffic. To limit settlement in parking areas, a geogrid could
be placed within the limestone fill as described below.
Due to the presence of silt and a root mat directly beneath the limestone flU at the site, any
addition:1l fill required to achieve final grade may induce settlement in these soft
compressible soils. Also, long term settlement of the organic material (peat and root mat)
is expected to occur at this site due to natural degradation of the organic material. This
potential settlement could affect even lightly loaded structures such as pa\'ements which are
supported at the natural grade. Therefore, if rigid or flexible pavements are designed at the
site, the most positive means to reduce this settlement potential would be to overexcavate
the silt and peat from beneath pavement areas. The unsuitable material should be replaced
with a well compacted structural fill. The surficial limestone fill could be stripped and
stockpiled for use as backfill. An alternative to complete overexcavation could be the
installation of a geogrid in the pavement subgrade. The geogrid v.ill assist in reducin~
differential seltlements. We note that some long-term settlement should still be anticipated.
and periodic maintenance of pavements may be needed. Maintenance ofOexible pavements
may require a leveling course where settlement has occurred. We note that rigid concrete
pavements may be able to bridge areas of minor settlement were flexible pavements could
fii;
.r I.. .. ....... ~
. -........ "'-'" - ~.
. ....~.,.;.,.-#.. : - - ~
1l41-88~'
Paee 7
not. If the geogrid is used it should be placed in the subgrade at a depth of 4 inches below
final grades. Several geogrid suppliers can provide an adequate material for the intended
use at this site. We would be pleased to provide a list of manufacturers of these geogrids.
if you so desire.
Before construction of any pavement sections, the subgrade should first be prepared by
removing all surface vegetation and trash debris from beneath pavement areas. The
exposed subgrade should be proofrolJed using a large vibratory roller such as a Dynapac
CA-2S or equivalent. The purposes of the proofrolling will be to delineate areas which are
soft or yielding and would be unsuitable as pavement subgrade. Proofrolling should be
observed by a geotechnicaJ engineer to verify that adequate bearing soils are present The
soft, yielding materials may need to be undercut and replaced with a well-compacted
structural fiU before construction begins. Proofrolling should continue for a minimum of 8
overlapping passes and until the geotechnical engineer is satisfied that adequate conditions
exist. All subgrade soils should be compacted to a minimum of 95% of the soil's modified
Proctor maximum dry density as determined by ASTM Specification 0-1557. In-place
density tests should be performed by an engineering technician to verify this degree of
compaction.
Stormwater Mana&ement Areas: We understand that a series of detention areas will be
constructed along the perimeter of the site for use as stormwater management. The typical
detention area will have a bottom elevation of +2 feet MSL and a top elevation of +4 feet
MSL Based on the results of our percolation testing. it appears that stormwater could be
,recovered through natural infiltration. The results .of the percolation t~sts were presented
in a previous sectio~ of this report.
Based on the results of the test pits performed in the pond areas, it appears that the
limestone fiU to be excavated could be used as fill on other portions of the site. However,
the limestone shoulc be sufficiently cru~hed to individual fragment sizes no greater than
about 2 inches in length. The smaller size will facilitate placement and compaction. We
note that the underlying silt and peat layers are not suitable for fill and should not be used
in structural areas. It may be possible to use the peat in landscaped areas, but the silt ",ill
be difficult to work "ith and does not appear to be suitable for any use on the site.
Underground Utilities: Soil corrosion tests were performed on representative soil samples
obt3.ined from the test pits performed at the site. The test results are summarized on Table
3 in the Appendix. Based on the test results, the soils can be classified as extremely
aggressive for use in selection of an appropriate class of concrete or pipe material that is
not sL,ceptible to corrosion. A r:pe supplier or manufacturer can readily pro\;de 2::
alternate material based on the results of our corrosion tc:sting.
~
. - ---
. -. .
. ---- .......-.. -.........--..........--.....---- - -- -- - -- -- -
1141-88~'
Pare I
CLOSURE
Westinghouse appreciates the opportunity to be of service to you on this project. U you
should have any questions concerning the contents of this report, or if we may be of funher
assistance, please do not hesitate to contact us.
Very truly yours,
Westtnpouse Environmental
" Ceotechnkal Senices, IDe.
~1Id. C ~
Mark C. Canty. E.I.
Project Engineer
" ,{/// -
J);,<<~t:/P1~-'-
Michael J. Prehn, P.E.
Senior Geotechnical Engineer
MCC/MJP /kk
cc: HLM - Orlando
Bob Yohe
~l
APPENDIX
f~~)
........ _ ...~........~-_ ..........____-...........____~~__'.1o ".- --.--...........-..- ...L.
. _ _ ~.. ................'- .c;r.e..~__
-.., ....-..--,'.. -.. -~ - ---- ...
. .. ~ . ...... ,- r . .' -...-.. - .'
STANDARD PENETRATION TEST (SPT)
BORING PROCEDURE
All boring and sampling operations were conducted in general accordance with ASTM
Specifications 01 58()-h7. Boring~ were advanced hy a rotary drilling proces!' using a
he3\Y \'iscous Jrilling nuid to stahilize the hole and nush out thc cuttings. At regular
inter\'::!ls. the drilling tools were remmed ~nd soli samples wcre obtaincd with a ~tandard
1.4 inch 1.0..2 inch 0.0.. split-spoon sampler. The samplcr was first seated 6 inches to
renetrate any loose cuttings and then driven an Jdditional fool. Blows required to drive
the sampler the final foot were recorded and designated as the .standard penetration
resista-ncc". The penetrJtion rc"istancc. \\ hen properl:; naluated. is an index to ~oil
strength. density, and stability.
Reprec;cntative portions of the soil samples. thus obtained. were placed in moisturc
resistant containers and transported to our laboratory for further cxamin:3tion and
claS<;irIC:Jtion tcqing, as necessary. Test Boring Records are attached. graphic::lIly showing.
the penetration resiqanccs and soil descriptions,
~~
KEY TO CLASSIFICATIONS
Correlation of Penetration Resistance with
Relative Density and Consistency
No. of Blows. N Relative Density
0-4 Very Loose
SANDS 4 - 10 Loose
10 - 30 Medium Dense
30 - 50 Dense
Over 50 Very Dense
Consistency
0-2 Very Soft
2 - 4 'Soft
4 - ~ Firm
SIL TS & CLA YS 8 - 15 Stiff
15 - 30 \'cry Stiff
~O - 50 Hard
Over 50 Vcry HafU
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SIME
'I.O..IOA OflPtCtS: OR"ANOO. TAMPA. OIlR""'O ItACIt
OT"(I' OFFICi' IN: NORTH CAROLINA. loune CdOUNA . OIOAOlA. TINNISSII. OHIO
~~ ,. . 1'('" T U nOlI 8.11" 4IICI _ ..... ...
DE SC ""liON .
..~ ~
I~ . J l' 2t H 40
.. .
1-0- r~dium dense to loose off-white -
limestone (fill) '/ It Z
'l5!I l/ .
-Very loose dark brown silty t;ne *
1-5 t
Medium Gense to dense off-white
1; mes tone t............ --
Very soft gray silt (t.1H)6.0'- -------- "--
7.51 - --. 4(
-10 -
~15- '-- 4C
V
-20- - . ZS
-25 f.- \ 36
Bori og Completed at 25'
I- 30- -
-35- f--
* SAND (SM) 4.5'-5.01
f--40- -
J
~ i I
TEST BORING RECORD
'O.,~ A 0010 .....~,H.Q W((1"1 Anw O,'UlI
CCA( ~IUH.Q IUlTl AIHI G-J11J
BORING NO,
I-A
~ ..(TUTlC" .[~IT"',C( II 'M( "\lwau 0' alO.IO'
60 l8 HA ....r...' AUI"O )C II(. ...lCUtlllO TO o II 'VI t.e .N,
1 o. ......~Ulll n,
-
-
-
CROU"O..AT'(II
llvU
~
OAT( ORllUD 1/25/S8
V~O'STUII'(O
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I'ROJfCH/Q 1141-88-069
. .. ,..... -- -- . <> -..-..... -., .......... ., ........ .--.,q..-."............-..... ..........-
if .....-- ...... 4....4
.. . _. - - ._-
'1.1
... . .. ..-.... ........ ....... ..... .
SUE
nOAIDA O"ICIS: ORLANOO. TAWA. ........1aACM
OTH(A OFFICES 'N: NOATH CAltOUNA. IOUTM CAAOUICA. OIOtMllA. TINNUSU . OHtO
!~ . · ".. '..UtOll .. ....... _ . OWl ... ,.
OUCAIPTlOH ,
I~ . S 11 at . ..
.. ~
-0 .... riedium dense off-white 1 imestone - :
( fl11 ) / 17
$ 11
Firm gray silt (~~) 3.5'-4.5' 50
-5 - - "
Dense to very dense off-white
1 imestone :> 65
-Stiff gray silt (HH) with
limestone C.O'-8.5' /
-10- - 50
/
-15- i-- cO
/
~20- - 1 .33
f-25 - ~ 38
Boring Completed at 25'
-30- -
-35- -
~40- -
l~ I I
5
TEST BORING RECORD
\0"'..0 ANO u..~u..o "UTI AITM D. ,s.t
COI'l o,,,u,..Q wfln .lIT" 0-~11'
BORI"'C NO,
1- B
1/25/88
1141-88-069
'C>oo[ T.....T1C.. ,n"ITA..C[I' 11<( "U",[IIOf 'lO.'O'
"la H.....[Il'..lll~ lOIN. ,,(CUIIIED TOOlllV( 1.4111,
.0 ......~[Il'"
-
-
-
CIIOV"O.'TtIl
uvn
OAT( DRillED
~
UNO'STVIIUO
.u,~u
PR OJf C T ",.,
$&ME
nO'UDA O~II: OALANOO. TAII'A. OfUAlLO IIACIC
OTHI" Off'CIIIM: NO"'" CA"OU"A . IOUTN CAROUNA . OEOAGIA . TENNII'IE . ONIO
!; . . PC" ''''' nOlI .. II., AIICI - II. Oft "Il
OUCRIPTION ..
~
I~ .. 5 to 20 " .. ..
.
-0 - Hedium dense to dense off-white -
limes tone (fill) ........ """"-.. 1
............. t 4
-5 - t~dium dense off-white limestone =!ii5W 1
~
mixed with some silt (r4H), some*
~ 8
Very dense to dense off-white ........ ........
1 imestone -- ~
-10- - ~ 3
~
-15- - \ 5.
I \ ](
-20- I-- /
/
-25 - / 42
Bori "9 Completed at 25'
.
-30- -
-35- '-
*fi ne roots
--40- -
-45
TEST BORING RECORD
1011'''0 AHO .......~"'O ..trn A,T" O-'WI
C~ O'I'LU"'O ..ern A'nI 1>-2'"
BORING NO,
1-0
1/26/88
1141-88-069
"... TIU nON .("IT AHe e 01 Tl<e HV"U II 0' .lO..... Of
'''ll_ MA....e.' AUINO )C 'N. .e QUI.eo TO Olllvt , 41....
1.0 1A....ll" 'n_
-
-
-
CIlOU"CWATfII
Uvtl
~
OA Tf DRILLED
VNO'$TU.UO
SA ....ll
P~:JfCT"O
$&ME
nOfUOA OF'ICII; OfIL."OO. TAU.. On"'lfLO alAc"
OTHlI' OFFICI' IN: NOftTM C..-OUM.. IOUTM CAIIOUNA. OEOROI. . u....a.a. OHIO
!; >> · ....""'''0.. "."AICI - II.OWI...,
Due ".PYION .
oJ
I~ . S to 20 30 . I
.. .
"'0. r~dium dense to loose off-white .....
limes tone (f111) ~V . 21
~ 9
F 1 rm a ray 511 t (HH) Wl th some off. . J
-5 - fo- 53
Very dense to dense off-white V
limestone ~ 34
-10- - 1 47
~~d;um dense off-white limestone t
~15- - 18
Dense off-white 1 imestone I
~20- I-- .,~
~25 I-- ~ 42
Boring Completed at 25'
t- 30- I--
*white limestone 3.5'-4.0'
~3S- I--
1-40- -
....
45
TEST BORING RECORD
IOlll:1of(I 10..0 Uw.-UNO "((TlAfT" 0-''''
CQflI 04"UJNO ,,((UAST" ~11"
lOlliNG NO.
1-E
1'C_,l1lAlION II[II.,AHC[ 111M( HV"'U or 1"0.101
,.. l.' HI. ....[ "' AlliNG )0 lit, lIl[OUIII[O 10 O"IV( '-flit.
LD. ""W1'lllll ,n.
-
-
-
GIIOUHO.'lll1
U WIl.
..
0" TE DRILLED
1126/88
VHOI$ TV"UD
SIME
nO'UOA O~II: ORLANDO. TAMPA. OUR"nO IUCH
OTHER OffICII IN: NO"TH CAROt.INA . IOUTH C,uOUNA . OEO"OIA. T1NNESSU . 01410
!~ . . NIII'llAno.. .''''UIIICI-''Oft "II
DUCR.PTION .
I~ 4
. I " 2t )0 . 10
.
-0 - Medium dense to very dense -
off.white limestone (fill) .., 2
........, 51
...
-5 - Dense off.white limestone - 3
3
-10- - \ 3:
\
-15- "- V 4l
-20- - ( 31.
\
-25 - 4C
Boring Completed at 25'
f- 30- -
--35- -
-40- -
"45
TEST BORING RECORD
10""00 AOO() .......~,H.Q MUTI An.. 0.1$11
C04i'~ Cl'l'U',"O ..un AI'M o-Z111
eOR'"" NO.
I-F
M: 100(' ,.... T.O," "( ~IU,"C( II TH( HV"I(" Of ILO..I Of
,.. u. HU'''flll '4lIHQ )O,H IIIfOVllllfO TO o",vt UIIl.
I o. ....~. 1 n.
-
-
-
GIIIOU,"O'Ur(1II
UvtL
~
04 TE ORIUfO
1/25/88
V,"OIITVllllfO
1.1....... r
~ -: - r::-......----
1141-08-0/;9
- ~. '. ..............~_--.-- ....._....~~-~......~ .~.. .....---:::-- ~~...-......
~ r ._-..__..._....-_________......_....,
$&ME
AOttIOA MACri: OttUNOO. TAMPA. oaJ_-.ao IIACN
OTHER "'flCIII..: NCNITM CdOU..A . IOUTM CAAOUNA . O~OlA . TINNUSU . OHIO
t~ . . .....,,"""0. .""UICII -,,0..,
DE Ie "'l'llON ,
.,~ . I l' .
0- JO .. . .
-0 - '.~dium dense off-white limestone -
( fill) 1
~
F1nngra~)si1t (.1H) (Sample not L
-5 ~ -
Dense to very dense off-white
1 imestone
-10- - .,
" '"
"- >
-15- f---
/ Y
- ./
-20- - ,/
-25 - -
Boring Completed at 2S.
~30- ,--
.
1-35- -
-40- I---
I
,
I
- I
45
TEST BORING RECORD
104\'*0 I.MO '-'''''-'1';0 M(m ""TIf Cl '*
COOte ~UJ"O ~("...tnII 0-,.,,,
SORING HO,
3-8
1/28/88
1141-88-069
H N( nu.no.. .flJn.....cf " T><t ..vw.u ~ ItO.1 0'
,.. U, """11111 '''lL,H<) JO I~ .(OVIIUCl TO Cl.UYl ,.,...
10 tA~u,n
-
-
-
G"OV"O." nil
llvtl
--
04 Tt OR/UfO
U"OISTUIIUO
~ I v....,
$&ME
flORIDA MfIlClI: OttUMOO. TAlllttA. HPAnD MACH
OTH[R O"'CES ...: ..ORTH CAROUMA . IOUT1t CAJltOUNA . QfOttGaA . TI....II.EI . OttIO
!~ J> . ....,.."0.. .....,~ _ IL..,...
DESCRIPTION ,
It . I 1. . . 40
.. .
- 0- ~~dium dense off-white limestone i--
( f111) ~
L--
Soft gray CLAY (CH) with some silt .. 1
~5 - 16
Very dense to dense off-white
1 imestone
~10- - j 40
\
~15- L-- ~ 55
/
-20- - ( 37
-
-25 L-- 40
Boring Completed at 25'
~30- -
-35- -
*some fine roots
1-40- f-
-45 I
TEST BORING RECORD
101l.0t0Q ~ ""w~1tO 111((" ....,... 0- 'WI
C()fII( Ol'lllUtoO "U'I AI'" O-"U
BORINC NO, 3-C
H "of: TlU.' IC" O[ .,IT .....C( II Tl<( "V" I[ ... 0# IlO.' 0#
U. II HA....t... 'AUIHO JOIN. IltOUllIlD TOOIU\,( UIN.
, D. ......~Ull , n.
-
-
-
C"'OV"0'''',1[1I
l H'll
OATE DRIllED 1128/88
~
UHOISTVIlI(O
....~t
O;~Jf'CTt..'" l1d1-PO_/"CO
- ---.-....--.--.---
..... -.........,. ,......---. .. ..
sa.
nOAIOACWPICU: OItUNDO. TAMPA. DlBAIlD llACIt
OTHP O,,..CU 'N: NOaTM CA"OUNA elOUTMCAIMk..*A e OIO"OIA e TltfNUIU. OHIO
!~ . · ,....,... "011 "lIfT AIICI - .... ...
DESCRIPTION ,
I~ . . tt . .
.. . .
-0 - Loose off-white limestone ( f111 ) -
.
Finn orav ~lltv CLAY (CHI with · :-- ~
-5 - Medium dense to dense off-white I-- ~
1 imestone /
-10- - 22
I
-15- I-- 28
~20- - \ 34
~25 - 4 33
Boring Completed at 251
-30- - ,
-35- -
*some roots
-40- f-
1000,
45
TEST BORING RECORD
101ll.HO ANO IA"~"Q toUTI AUII D.'~
C~ D'ULU..a WUTI AITW 1>-'111
BORING HO.
3--0
-
-
GIIlOU"CWA TUt
L(~L
M...e: TlI.A no.. III "UA..cr I' T H( "U"" 01 ~ IlOW' 0'
... LII .. A....UI' All '''0 JC It.. 01( QUlllfO TO 001'''( 1.. IN
I D. .....~(I1 In,
~
0... TE DRillED
1/28/08
]141-88-069
U"OISTUIIIlO
SA"~LI
PIlOJECT NO
".. -. ~......
.,. ......-,L_..._.. __....._......_.... - .
sa.
'lO'UOA OFFICII: ~. '.-A. OIIAIIILO IUCII
OTHE" O'''CE~ IN: NO"TH CA"OUNA . IOVTM CAlMMJNA. .I<<)MIA . TINMU'U . OHIO
!~ . · ....'lUnOll..."AIIQ -.on...
DESCRIPTION ,
I~ .. S l' 2t . .
.. .
-0 - Medium dense to dense off-white -
l1mestone (fill) " 13
~
.
-5 - ~ 34
Very dense to dense off-white
1 imestone
~10- - 63
I
l-15- r-- '/ S5
-20- ~ V 44
-25 - I 36
Boring Completed at 2S'
~30- '-
-35- -
>-40- -
I
-45 ,
TEST BORING RECORD
. ~1OO(l "'..0 ... ..~1otO I6.f n. ...n.. o. tMt
COIlo( o-,'lJ..1..Q "UTI ....T. o-tH'
-
-
80RING 1010.
3-E
M >0<< T..... nc...( ~'TI."'C[ " ft., 1(\)40<1'. Of HO.' 0'
I ~ U. H.......Ulfoltll..O )0 ,It. ll'OVIIl[O TO Oll/V[ 1.411t.
lo......~.,n.
c.ou..c....n.
lf~l
~
OAT( DRILLED
1/20/88
1141-63-069
U"OISTUIlIIO
s..a...~
nOJfCT 1010,
......y - ..--.....:.. cc..., ,., ..no,
.,. --------..
. ,..___ ____ ___.4.__..._.....-_______-- -----~_... ~..
---.. .--..
SUE
nOR.OA omcn: ORlANOO . ,..-.. . MiL FI 0 NACM
OTHP O'FlCIIIN: NOtlT" CAROLINA. lOUT" CMOU"A . GIOIIOIA. TlNNIUU . OHIO
f~ ; . ,..."'" no. .. .."... _ .. OWl "III ,.
DESCRIPTION
I~ . S t~ 20 JO .
II ..
~O- loose off-white limestone (fill) 0- I
I 1
-
.. 6
'-5 .-,-...... ..rsu "', 1'1' "...., -
'"
Very dense off-white 1 i mes tone
-10- r-- Sl
1-15- ~ SO
~20- - . ~.~
r-25 - ~ 52
Boring Completed at 25'
... 30- I--
r35- r--
I
-
1-40- -
.
I
.
45
TEST BORING RECORD
)It! NO ANO I.UU'U...o ~ en ,un, 0, I WII
c;..04f 0I'l' UJO< Q lOt rT1 A f'T" D- 211 J
BORIHe; NO,
3-H
. -100( T1'..A now .(.,1 T Awe ( /I T1<f "UW It.. Of' el 0., Of
Ill" A....( A' A.U.IHO:le tN. .rOUI.fD TO O.l'~t l,Cltl.
, ......~A 1 n.
-
-
-
caOVNO..Tl'A
llvtl
OUE DRillED
~
V..OIS TVIlI10
'."JOt.r
PROJECT ~O
1/27/88
1141-88-069
...-......--...-.... -
$&ME
P\.OIlIlOA MFlCrl: ~lAJtOO. TAMPA. 01DI'IIL0 NACII
OTHER O,"'CU IN: NORTH CAI'OLlNA . IOVTM CAI'OUNA . OIOAOIA. TDfNusa. OHIO
!~ ~ . ....'aanOll...'''.... -1L0ft...
DUCRIPTlOH ,
I~ . S 10 . . . . .
~O- Medium dense off-white limestone I--
(f111 ) - V Zf
-With some gray silt. some fine
roots 3.S'-5.0' 1/
~5- ~ 16
Dense off-white limestone
-10- - 43
-15- i-- 45
J
-20- - \ 33
-25 I-- \ 45
Boring Completed at ZS'
- 30':- -
~35- f.-
-40- ~
I
L-
4S
TEST BORING RECORD
IOIlINO U<O lolllllI'U/OjO IIII([Tl ArT" D'I5aI
C OM 0<<1 UJfoo 0 IU I n A I1'lf 0. 2 It,
eo~'''IC; /OjO.
3- I
1/27/88
1141-88-069
~>e€ T...... ne.. "( ~nAlO(:r" fl' ( HVIIII'(II OJalO-, 0'
'''La .UWoqll'AllIHO)C11l "rOv,"(OTOOIUVI ,.....
1,0 ......~('" n,
-
-
-
""OV..O....rtll
U Vll
~
OAT( O~:llEO
V"OIS TV. UD
lol""U
p.(),..... c _~ ..,. ...,...,
. ~ ,-. .- -_.~- ...,'......- --..-..~... "...--...---..----... . ...-.----
SUI
n.OAlOA ontCII: OttLANOO. TAMPA. OIIR,.D MACN
OTHER OFF1CUIN: NOttTM CAAOUNA . loune CAROlINA. OEOf'OIA . TlNNE.IU · OHIO
t~ ~ . ".TunOll..TUCI_......"
OUClUPT10N ,
I~ . S 1. 2t . ..
.. .
-0 - r~dium dense off-white limestone -
(fill) 10
~
~~Vle(~~~e roots wi th some gray 1 27
-5 ~ i-
Dense off-white limestone
-10~ - 3S
\
-15- - ~ 44
/
-20- - ~ I 3S
\ I
--25 - ~ 41
Boring Comple~ed at 251
-30- -
-35- -
~40= ---
I
.
I
-45
TEST BORING RECORD
0.11..0.&100 u..M,...a "'-f(T' ...n.. D"*
_OM D'!1U/t<O "'-f(n AU" l)-Jlll
BORING NO.
3-J
-
-
c.OU..c......T'l.
llYll
OATtORlllEO 1/27/88
~ ... TIll... TlO" At '" ~ .....C( " H'( ..U..UA Of HO"" Of
.. l8. ......... (..., "'lUNa )Q '" .( QVIA(O TO: .:YI U IN
O. ......11'\.1111 ,n.
~
V"O'S TVA,(O
SA ""'-I
PROJECT NO. 1141-88-069
wY .-. a--').('Il' ('~~1 ~'!' 11":"1
sa.
"'GltIOA ontCII: OIIILMOO. TAMPA. OURNLO HACM
OTMP Of~fI"': NOt'TM CAROLINA. IOUTM CAltOUNA . GEORGIA. TlNItUIU. OHIO
!~ . · .... ,.. no. .. II" &CI - ... OWl flU.
OUCN,nON ,
I~ . s t. . ,. .. ..
..
-0 - ~~d~um dense off-white 11 mes tone -
(f1 n ) 1 19
. WiiII
Fh1n QfIY .SllT ~MH) ~ 7
-5 - Medium dense to dense off-white -
limestone ""
-10- - ~ 22
-15- - 25
-20- - " 28
\
r-25 - \ 45
Boring Co~p1eted at 25'
-30- -
-35- I--
--40- -
-45 i
TEST BORING RECORD
10111000 ANO IA"~HO a&((Tl J.nw D-'SoM
COM [)NUI"O WUTI UTlIIl).tlU
BORING NO,
4-A
1/27/88
H'" nu. noN III -.IT ANe( II ,...f ";;011(11 0# IlO... 0'
,.. L. "All." II' ALLINO JCII.... IIfOUIIUO TO OllIY' U,tI.
'0 1A"~1l1"
-
-
-
CIlOU"OWATUI
Ll'ttl
--
OAT( ORlllfO
UOlOI$TUlItUD
~ J \J .....,
, ., .., ,..~ ^ ~--
sa.
P\,OR'DA O'FICII: OALANOO. TAMPA. OIlIlNLD ~
OTHER O",CII IN: IlOl'," CAllOUNA. lOUTM CAllOUNA . GIORGIA. TlNNlllrr . OHIO
!~ .. . ..... T"" no. .. "'T A.c:t _ -... ... ,
DUCRIPTION ,
I~ . S tI 20 " ..
II .
~O- Medium dense off-white 11 me stone - I I
(fl11 ) 12
~--
t:-
~;1"'ftI n,."v c.ilt HuH 4 1\'_1:. 1:.' f -
1-5- - 8
Dense to very dense off-white
1 ; mes tone
~10- I-- '" 30
'"
-1S- I-- ~ S6
-20- - ~ 48
-25 - \ 52
Boring Completed at 2S'
~30- -
1-35- -
--40- ~
....
45
TEST BORING RECORD
IC4'-IHO.."O tA"~HO ~l n ..IT" O-'~
C~ I>'I.'WHQ !UITI "'(T1lI 0.31"
10000ING NO,
4-8
"><l[ T IO.A nOH Al $<' T ..00<:1 II THI NV"U" 01 IlOWS 0'
,.. u. H.......I.'...lUHQ)O IH. .10UIl..IO TO CAlVI U IN
,J) .......~(. , n.
-
-
-
c:;Acu..o....n.
llvn
0.1. T[ ORllUO
1/27/88
1141-88-069
~
U"OIITUAUO
SA IolP\.I
NlOJECT NO
'I"--"-~~.'.''''".''''
~ . ... -.
-- ---...-
sa.-
nOAIOA omc.l: OALUOO. 'AMPA. OU""I1.D llACII
OT"(" O"ICII IN: IIIO"TM CAROlINA.1OUTM CAllOUN~. OEOROIA. TlNNrsIU. OHIO
~~ . · .... T.... no. .. lilT oUICI _ Il Oft ... ,.
DESC"'PTION ,
I~ . S 10 20 . ..
.. .
-0 - Dense to medium den~! off-white -
limestone with trace of silt ~ 45
fi n) ~ V
-5 - ~ 22
ro\edi urn dense to dense off-white
limestone
-10- I-- \ 26
\
-15- - ~ 43
-20- I-- 46
,
1-25 f-- ~ SI
Boring Completed at 251
I
,
.. 30- - j
-35- -
--
-40- -
~45
TEST BORING RECORD
IO"INQ A >00 IA~IHO ~(t' An iii 0-'''''
":Ollll O<I\'UJtcO 1'(111 AITM 0.21n
!OAING HO. 4-C
-
-
CAOU"C.AT'[.
llyn
OAft ORlllEO 1/26/88
~ lOI( T IV. nOH . ("aT AHe( II T><( .." ...1f0 01 'l 0..01
.. La. '(A.IIII(A' ~lIHO JO IIC. llfOUlllfD TO Dlll\1E 14'''.
o 'A"~I.' n
~
u..O'S Tvll.IO
SAIiI~.
PI'lOJECTHO 1141-8~-=-O~__
VT _ ................ ("~, .... ,.....
_ ......-.....__..-.-...-....__4~~~""'~~....". ..___...""'.___ ...
.. ,---_. -. .. -.. ...-".....-...... - -- - -- ---.----- ._-
sa.
'lORIOA OFFICIS: OALUIOO. TAMPA. 0IIJWl'IIU IIAQI
OTH(" O,f1CIIIN: NO"TH CAROLINA. 'OUTM CAROUNA. .<<O"OIA. TtNNuaa. OHIO
!~ >> . "111'''--"011 ".nAIICI-.Oln JI
OESCAI,nON ,
.,~ . 5 " 2t 30 .eo
a- .. .
-0 - Very dense off-white 1 imes tone -
(fill) , I
f1 nn aray s n t {t~J mlXeG Wl tn-
Very dense off-white limestone '=!!!!!'
.. 5 - - c
.
~~dium dense off-white limestone
-10- - 2
.15- - . 2
Dense off-white limestone
-20- - 3
\
-25 f--- \ 4.
Boring Completed at 25'
-30- -
-35- -
*limestone, some fine roots
-40- -
j
-,
4S
TEST BORING RECORD
,c..'..-:l1.J<J v."~u~o lOll" ,UT" o"s,ee
cO*t O<IlJt..U...o Wln.....rw ~J1U
80RING NO
40
-
-
C.OU"'O.. Tt"
llr1L
~~ T'I..H.e... .l....T...HCI " H<( "'(.1"'1[11 Of flOW' 0'
lOll L.I'" Ii W('" ...lUHO )0 1"- IIl0UUUO TO 011101 U III
. 0 V._l" , n.
~
OAT( ORlllfD
1/26/88
1141-88-069
U...OI$ TVII'lO
$A ""U
HlI"'fCT NO
SUE
FlORIOA OFFICU: OALANOO. 'AllPa. MlJUl'Ino HACM
OTMER OfflCn IN: NOllnt CAROliNA e lOUTM c~a. GIOf'OIA. TINNUSlIe OHIO
I; >> . "_TMno.. ..1tt1A11C1 - ao.t ".
OESCRIPTION ,
Z~ . I 11 . .
.. . .
-0 - ~~dium dense off-white 1 imestone ~
(f111 ) 21
r---
-5 - Fi nn ~ray s i 1t (l4Hl wi th some - 4
fraam nt of limestone
Dense off-white limestone
fragments
~10- - 38
-15- - ~ 42
-20- - 41
~25 - ~ 46
Bor; "g Completed at 251
~30- -
-35- -
~40- -
I
1..45
TEST BORING RECORD
10ll'NO"'000 u."~.JI'O ..(fTl....T..O'Wt
COM OIIllU"'O tu(n ....".. OoflU
80RINO NO.
4-E
H" lUll0.. II[ III T .....ef II Tl<[ IIU"UII Of flOWI Of
1.e (,1, H.......[ "' "'UIIIO )0 II(, IlfOUlllfO TO OIU\,( ...,....
U) ~..~'" n.
-
-
-
CIIOl.lNOWA Ttll
l.l~lo
UNOI$ TUII.(O
S "''''l.f
PAOJ(CT NO.
1/26/88
1141-88-069
~
04 Tf ORlllEO
. -.... ....... ...- ... - . ~ _.~. .
$&ME
'lOAIOA Ofl'FtCU: Ott~ANOO. '.-A. OCIR"'I\.O alACIt
OTHE" OffICES IN: NOtITM CAAOUNA . lOUTM CMOUNA' GEORGIA. ruc.uln. OHIO
~~ ai · "''''T''''''OII''."", _ kOWl '"
~~ DESCRIPTION ,
. 5 10 It . ..
1- .. .
~O- Off-\vhi te 1 ir.lestone ( f111) -
I- 5 - ~
~10- -
1-15 ~ L }(
r~dium dense off-white limestone
(f111 ) 1:
~20 ~; nn nr~v rl AY lCH\ wHh c:nm~* 2!
-
Dense to very dense off-white
1 imestone 48
r-... t--.
........ ~
~25- t-- - ~ 5(
.- /" 4'
Y V
/ V
-30- - r 34
*s 11 t t some fine roots
-35- - 40
-40- - 43
BorinQ ~ompleted at 45' I 43
10.
4S
TEST BORING RECORD
'~lO(l A woo ......~u..o Io&Lln .lIT.. O.UaI
C 0<IIf 0Al u."" Q .. HTlI A ITliI D- 2' II
80RII<G NO.
4-F
M: to( TIU no.. lilt ~I T A..C( II THl ",u..U II Of 'lO.1 or
1O.LI "H'''UlF~LI''Q)() IN. .(QUIII(O TOOlltY( If lit.
I D """""fll , n.
-
-
-
GRQUNOWATtIl
UWL
~
OAT[ ORlllfO
1/28/88
V"OIS TUR.IO
"""1"1..1
PROJECT ..0
1141-88-069
to. _ ............. ~:.".~." ~ - ..-
$&ME
n.Of'IOA OFFICII, OALAMOO. TAM'A. OU"'lfLO IUCH
OTHIR OFFICII I": "O"TH CA"OLlNA. tOUTM CA"OUNA. GIORGIA. TENNESSn. OHIO
!~ >> . " III ,,,,,no. 1I11ST.ucI - kOWt,..,.
OESCllUPTIO" .
I~ ~
. I 10 20 )0 ..
I .. II
f- 0 - loose to med1u. dense off-white - :
limestone (fill) with trace of . 9
silt - \"
-5 - 19
Dense off-white limestone
-10- - 38
\
-15- i--- ) 44
-20- - / 33
,
-25 - ~. 38
Boring Completed at 25'
-30- ~
-35- -
f-40- -
-45 I I
TEST BORING RECORD
104"..0 AHO IAWl'U"Q lOun AIT" O-'YI
CO"'l DfUUJ"O ~nl AlnI o-z,u
BORING NO,
4-G
-
-
C~OU"O WI. nil
L(Y(L
UNOISTVllllO
~w~
po(' )f<:T NO
1/26/88
1141-83-069
~.... T 11.. noN ~r ..,TAHCIIS TH( IIUWUIl Of IlOWI 0'
.aoU. HI. .....t ~ ,...~ U"O )C JlOlllfOUIIl(O 'OOll.,YI 1..''''
..D ......"-111. ,n.
~
0... T( ORlllfO
..--- -. . -.. -... -.- '.. . ....,~.. ,-
_..... ...,'........ ..~......4"....~...,.....-.--......'...................- ......... ""'......-~-_._..!r~'-
... -- ...... ........
... ------. .._-~...------- --...... -
$&ME
nO"'DA ontea: OItLMOO. TAW&. OIIlUlllU IUCM
OTHER MFlCU IN: JIOt'TM CAIlOUNA . IOUTH CUOUNA. OEOttGIA. TtNNuaU. OHIO
~~ >> . ""T~nOllIlf."UIQ _ _OWl..
OE sc ""nON .
..t: ~
. S 11 .
1- )0 .. . .
-0 - .~dium dense off-white limes tone --
fi 11 .. ]
-5 - - 1
Very soft gray silt (HH)
-10-
Dense to very dense off-white
1 imestone
-15- - 8.
/
-20- - 7(
V
/
-25 f- ~ 4~
Bori n9 Completed at 251
-30- -
-35- -
-40- f-
....,
45
TEST BORING RECORD'
'Ol\I!fO ANO UW~UI<(l ...un AlT.. O,'SIt
coal C>l\IUNO ..un AlrM 0-21"
BOlllkG NO,
4-H
-
-
cao,,"OWAT"(1I
UY!L
P'C ...l11A 1.01< a[llST AI<C. " 1H. ,","'w If II Of 'lO.' Of
'" L', HAWW. II 'ALLlHQ )0 IllI. II.OUIlUO TO OIlIV. U tIC.
10 JA.W"".II , n
~
OAT( ORlllED
1/27/88
U..OI,'UIII(O
\.lW ~(
('lo{::.'" . r -.... "',-.
"~L ~HL ('\159
. ... ...-
... .4 ..
.~. -.......---
$&ME
F\.OIUOA OfftCU: OttuNOO. TAMPA. OIER,.nO HACIt
OTHER O'''CU IN: NO"TH CAROUNA . 'OUT" CAIlIOUNA . GIORGIA. n)tNESSEE ~ 0..10
!~ . . "IC''''' nOli ."".ucr - -owe,..
DESCRIPTION .
I~ ~
. S 10 20 . 40 to
.
-0 - Loose off-white limestone (fi 11 ) -
1- j
Very loose fine roots with trace
of s i 1t
-5 - Medium dense to dense off-white - 2(
limestone \
-10- - ZE
-15- I-- \ 4D
1/
I- 20- "- 3D
\ ;
~25 I-- 38
Boring Completed at 25'
-30- -
-35- r--
-40- -
l~
TEST BORING RECORD
0'''I0IO 10...0 ""WP'U"'O MUTI A'T" 0, lUIe
~OAC Q<<IUJ'" 0 10((1'1 Anw 0-2111
801'llNQ NO.
4- I
-
-
caOU"O.AT't.
U'ltL
-C .. T"'" no.. .( ",u"'e( " TM( HVWU" 0' IlO.. 0'
to La. HA"W(. 'AlU"'O JO IN. .(OVla(o TO O./Y( U III.
) .....~1l11T.
~
OAfE ORlllEO 1/28/88
V'IO'STvauo
H"~(
roo" -,~ "<1'-r18-069
sa.
'lO.UOA onICU: ~. ,....,. OIPflnO .UClt
OTHU OfFICES IN: NOATM CAROlINA.1OUTM CAROUtI'. GIOtIGIA. TlNNIaSU . OHIO
!; ~ . ......"'" no.. ...., ""CI - k o.t ... I
DESCRIPTION .
4
.,... . I to 2t )0 40 ..
O- Il
~O- loose to medium dense off-whi te -
limestone (f111) 8
1-::-
1-5 loo~~ brown f1 ne roots ~ 9
Hediua dense to dense off-white
1 imestone
'-10- - 31
/
~15- i-- < 18
\
f-20- - ~ 33
~25 ~ 35
Boring Completed at 25'
-30- -
-35- -
... 40- f--
t== I
45
TEST BORING RECORD
.()<IO""" AMI:) 1A1ol~"Q Io&{fTl ...IT.. 0''''
,0<'1( D'!lUJNO wua"'Inl 0-2'"
8~ING NO,
4-1(
~ 10( TlU no.. af" IT .....ef 'I T><( "U'" (a 0' IL C" I 0'
"'ll, .........(11 '''UINO)O 'I( 'UOU'"fO TO O'"V( U IN
o U-UII In,
-
-
-
C;Il0U..O....TtIl
U~l
~
OATE DRillED
1/28/88
UNOISTIJ<IlUO
1A1ol~
~"J!'C~ ...'~
1141-~-069
S&IVE
P\.O'UOA O"ICII: ~LANOO. TAII'A. HI"AIlD IlACIt
Of "I" O"ICII IN: NO"'" C"'OllNA. lOUT" CA"OllNA. OI~QIA. TlNNlUII. OHIO
~- . · ....T~no.. .'II"AJICI -..owt III
..~ DE se "''''ON ,
w'" . I t. . . .
O- M .
-0 - I~dium dense off-white limestone -
(fi 11 ) 1
Very loose flne roots Wl th some · ==- 1
-5
'.1ed i um den se to dense off-white
1 imestone
-10- I- 2
\
-15- - ~ 3
-20- I--- 4 3
\
-25 - \ 4
Boring Completed at 25'
~30- -
--35- ---
* gray silt (l1H)
-40- -
-45 I I
TEST BORING RECORD
10111000 "'..0 """1'\.'''0 ....un A"" O"wt
COllI Ollllur..o "UTI ASHlI o-2"~
eORI,",C NO
4-l
H. ..( flU "0" lie SIST .....e e " THe "U"UIl ~ IlO"S O'
'04Le H......UHAllIHO )0'" IlfOUlllfOTOO'"YI 1.111(,
D ... "~l(ll , 'T
-
-
-
CIIOU"O."'"f1l
Lf .-r l
.
0" TE OR'llfO
1/27/88
U"OIITVIIUO
,~.u.~ ,
........ r,..... '"'_
1 141-88-r'lFO
......- ...-.--. --..-......-_.~~ -.--....
.- -------------...-.-----
$&ME
nOt'IOA ontCII: OtItLANOO. TAMPA. OIE""'nO IIACII
orNp M~'CU 'N: NOR," CUOLINA . IOVTM CUO\.'NA . OIOt'OIA. ""NUsa. OMIO
~; . . "'''T'''''OII ....TAIICI _ Il 0.....,
OESCfUltTlOH eo
J
I~ eo S 10 20 " 41 II
.
- 0- r~dlum dense off-white limestone -
(f111) 10
Very loose brown f1 ne roots Wl thw o;;:;:;:;;r [
~5 ~ 8
ned;um dense to dense off-white
limestone
1-10 - roo- 26
\
~
1-15- - ~ 46
/ I 33
-20- - .
I
1-25 r-- ~ 38
Boring Completed at 25'
-- 30- -
-35- roo-
.. some silt
1-40- - : I
i
-4 ,
5
TEST BORING RECORD
,o./>tQ ."'.0 ......~I"O "UTI AIT" o,.ut
C()40f OOl'UJf<O ..un A'T"liI 0-21"
eOAI,.,C NO,
4-t-t
-
-
C.OVNO.UTtIl
L( 'tt l
~...: T...... TIO" Af 'I'TA"Cf" TH( "VIol'(. ~ 'LO'llr' 0'
'.......l. MJWWl"-'ALLlhOXJfIlltlOUHlU:OTOO-'IY( '.l!hl
.0 u..~" .n,
~
OAT( DRlllEO
1/28/88
U"OllTV.UO
U"""I
PRC\jfCT NO
1141-88-069
"I - liCK. COAf "l t-:n
Test Pit No.
TP.l
TP.2
TP-3
TP-4
TP-S
TP-6
TP-7
TABLE 1
TEST PIT RESULTS
MONROE COUNTY JAJL
WESTINGHOUSE PROJECT NO. 1141-88-069
Depth (reet)
Soli Description
0.0 . 1.5
1.5 . 5.0
Off white limestone (fill)
limestooe
(Groundwater encountered @ 1.1')
0.0 . 4.0
4.0 . 5.0
5.0 -
Off white limestone (fill)
Peat (Pt) & roots (root mat)
Limestone (could not penetrate)
(Groundwater encountered @ 3.5')
0.0 - 4.8
4.8 .
Limestone (fill)
Limestone (could not penetrate)
(Groundwater encountered @ 4.0')
0.0 - 3.0
3.0 - 4.8
4.8 - 7.2
7.2 -
Off white limestone (fill)
Peat (Pt) & roots (root mat)
Gray silt (ML) with peat & roots
Limestone (could not penetrate)
(Groundwater encountered @ 3.2')
0.0 - 2.0
2.0 . 2.5
2.5 - 4.0
4.0 -
Off white limestone (fill)
Peat (Pt) & roots (root mat)
Gray silt (ML) with peat & roots
Limestone (could not penetrate)
(Groundwater encountered @ 3.0')
0.0 - 1.0
Brown silty sand & limestone (fill)8
8 fill contained concrete & wood fragments
Umestone (fill)
Gray silt (ML)
Limestone (could not penetrate)
(Groundwater encountered @ 4.7')
1.0 - 3.5
3.5 - 5.0
5.0 -
0.0 - 2.0
2,0 - 3,0
3,0 -
Off white limestone (fill)
Gray silty (ML) ~ilh shells
limestone (could no: penetrate)
(Groundwater encountered @ 4.2')
Test Pit No.
TP.8
- ,...- -_.-.-_.._--.~._.. -,.---~......
TABLE 1
TEST PIT RESULTS
MONROE COUN1Y JAIL
WESTINGHOUSE PROJEcr NO. 1141-88-069
Depth (feet)
Soil Descriptio.
0.0 . 2.0
2.0 . 3.8
3.8 - 4.5
4.5 -
Off white limestone (fill)
Peat (Pt) k roots (root mat)
limestone fragments
limestone (could not penetrate)
(Groundwater encountered @ 5.5')
TABLE Z
lABORATORY TEST RESULTS
MONROE COUNTY JAIL
WESTINGHOUSE PROJECT NO. 1141-88-069
Atterberg Umits Permeability
Test Pit No. Depth (ft) -200 (%) lL PI (ft/d~J
TP-l 1.0 11
TP-4 2.0 101
TP-4 6.0 76 44 18
TP-7 1.0 11
TP.7 2.5 83 39 8
-----------..------.- ..._---_..._-----.-------~._---,..- -_.-. --- -...._- -.------_.._-------------~._----~--
TABLE J
SOIL CORROSION RESULTS
MONROE COUNTY JAIL
WESTINGHOUSE PROJECT NO. 1141-88-069
Minimum
Test Pit Chlorides Sulfates Resistivity
~ Depth (ft) ~ (ppm) (ppm) (ppm)
TP.l 1.0 8.6 5371 825 105
TP-4 6.0 8.2 4520 600 140
TP-7 1.0 8.7 1380 294 500
TP-7 2.5 8.1 2712 876 220
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'.(."1'10. 01510
~"PORARY ~ILI~II8
fART 1 - GENERAL
1.1
A.
SUMMARY
section includes:
1. Temporary utilities required for construction.
PART 2 - PROOUcrS
2.1
A.
2.2
MATERIALS - GENERAL
Materials shall be new, adequate in capacity for the
required usage, not create unsafe conditions, not violate
requirements of appl icable codes and standards, and
comply with NEC Art. 305 - Temporary Wiring.
TEMPORARY ELECTRICITY
A.
The Temporary Power Contractor shall furnish, install and
maintain, temporary electric power service for
construction needs throughout the construction period and
shall remove such service on completion of the work.
1. Primary temporary electrical underground feeder will
be provided and installed by temporary power
contractor, per drawing 1510- TP.
2. At Front Gate transformer location, the temporary
power contractor shall install a meter, mast, and
main breaker panel Nema 3R, per Detail "A" attached.
The final location of each panel shall be approved
by the Construction Manager.
3. Distribution panels shall be provided by the
temporary power contractor per drawing 1510 - TP,
and Details A, B, C and 0, and as follows:
a. Front gate area serving the construction
manager trailer, guard shack and area lights.
(20 ckt. min.) .
4. Power centers for miscellaneous tools and equipment
used in the Work will be provided by the Temporary
Power contractor as follows:
a. distribution boxes with minimum of four double-
05/30/91
TEMPORARY UTILITIES
01510 - 1
__,_.~~ _~_ _.... . _ _..........._..........._~___ _ .--.- ~ ___.. _ ...,.<<....~ ......P- V"'ll
.
,...,.
.~*4~~~~. . .~~_~_. ..
~.
r~' __._ _ L" .....
duplex 15 ~ 120-Volt qrounded outlea, with
GFCI Protection for personnel. See Detail -8-.
b. located ao that power i. available at any point
of use with not ~re than 100 ft. power cords.
c. ainimum: one power center on each floor.
d. circuit-breaker protection for each outlet.
e. One panel each for Buildinq Areas
A,B,C,D,B,F,K,L,M,N,O,P and Q.
~~
5. The capacity of each power center in 4. above shall
be 120/240 volts sinqle phase, ainiaua 50 Aaps.
6. The Trade Contractor. shall notify the Temporary
Power Contractor when unusually heavy loads, such
as for weldinq and other equipment vi th special
power requirements, will be connected so that the
Temporary Power Contractor can notify the power
company.
7. Any Trade Contractor requirinq service of capacity
or characteristics other than that specified shall
arranqe and pay for the additional service.
8. The Temporary Power Contractor shall furnish,
install, and maintain all equipment and wiring
required to distribute the power, up to and
includinq the power services.
9. The Temporary Power Contractor shall pay all costs
of installation, maintenance, and removal of
temporary services.
10. The Construction Manager will pay the costs of power
needed, including deposits and fees associated with
city Electric.
11. MaterialS shall be new, and must be adequate in
capacity for required usage, and must not violata
the requirements of applicable codes and standards.
Materials used for temporary service shall not be
reused in the permanent system.
12. The Temporary Power Contractor shall comply with all
applicable requirements specified in National
Electric Code Art. 305 when installing the temporary
electric power service, shall maintain the system
to provide continuous service and shall modify and
extend the service as the progress of the Work
requires.
13. Wiring for Trade Contractor field offices and sheds
05/30/91
TEMPORARY UTILITIES
01510 - 2
....--A ... . _'l~ ..--- ~-
..--
.~:~.....
--- --
'.
._~
......
~.
.,
.
....
shall be ina"lled by the Telll<<ary tower Contractor
and paid foF~ the Trade Contractor requiring the
.ervice. ~
14. The Temporary Power Contractor shall completely
remove all temporary aaterials and equipment at
Project Completion. Underground lines may be
disconnected and abandoned in place with approval
of the Construction Manager.
15. Feeders to distribution panels froa distribution
shed shall be 400 feet aaxiaua length, with two hot
legs and one neutral of the same size as per NEC
Table 310-16 and Article 210-19a FPN.
16. Circuits to Power Centers from Distribution Panels
shall be installed per NEC Art. 305.
17. Feeders and Branch Circuits in 15. and 16. above
shall be protected from physical damage.
18. See Detail "C"
requirements.
for
temporary
power
shed
2.3 TEMPORARY SITE LIGHTING
The Temporary Power Contractor shall install and maintain area
lights on the meter poles as shown in Detail "A", 2 lights total.
Temporary Lighting required for construction will be by others,
except that the power will come from the panels and power centers
covered under section 2.2 TEMPORARY ELECTRICITY.
2.4
TEMPORARY TEtEPHONE SERVICE
A.
The Temporary Power Contractor shall be responsible for
arranging with local telephone service company, to
provide telephone service at the construction site.
service required:
1. Three lines in Construction Manager's Field Office.
2. Two pay phones.
Costs of maintenance and service will be paid by
Construction Manager.
B.
Each Trade Contractor shall be responsible for arranging
with the local telephone service company to provide
telephone service at the construction site for the use
of his personnel and employees. The Trade Contractor
shall pay all costs for installation, maintenance,
removal and service charges for such service. The
Construction Manager will not act as an answering service
05/30/91
TEMPORARY UTILITIES
01510 - 3
.:-1 .
~
.-
....
.
tor Trade Contractor'. peraonnel , and Tra
Con~ractorls personnel and will not '-
pe~itt.d to utili.e the Con.t~~-aana9er'. pbonu
except in cases ot an eaerqency.
2 . 5 CONTINUING TEMPORARY ELECTRICITY MAINTENANCE
2.6
A.
At the option of the owner, the Teaporary Power
contractor shall provide a aini.ua of 1 person full tiae
for the duration of tM con.truction, e.tiJlated to be 18
aonth.. This person vill ..intain, relocate and repair
the temporary utilitie. covered under Articles 2.2, 2.3
and 2.4. The bid for this work shall be based on an
hourly rate for licensed electrician.
TEMPORARY LIGHTING
The Electrical Trade Contractor will be responsible for
the installation of the permanent electrical system and
shall also furnish, install and maintain temporary
lighting for construction needs throughout the
construction period and shall remove such temporary
lighting on completion of the Work.
1. Temporary artificial lighting shall be provided in
enclosed Work areas and all other work areas when
natural lighting does not meet minim~ requirements.
Temporary artificial lighting in Work areas ahall
produce unifora illumination of 20-foot candles.
2. Any Trade Contractor requiring temporary lighting
in addition to that specified, including lighting
for security, temporary offices, storage, shops and
other construction buildings, shall arrange and pay
for such additional temporary lighting. .
3. Power requirements and source will be coordinated
with Article 2.2 above.
4. The Electrical Contractor shall comply with the
applicable requirements specified in sections of
Division 16 - Electrical. Materials shall be new,
and must be adequate for required usage, and must
not violate requirements of applicable codes and
standards.
5. Receptacles, fixtures and controls shall be standard
products, meeting UL standards.
6. The Electrical Contractor shall comply with all
appl icable requirements specified in sections of
Division 16 - Electrical, when installing the
temporary 1 ighting, shall locate fixtures to prov ide
full illumination of required areas, shall maintain
the system to provide continuous service, and shall
modify and extend the service as the progress of the
Work requires.
05/30/91
TEMPORARY UTILITIES
01510 - 4
I .~.
2.7
.... -- . I .. . ............'
-- '.~~"'~-"-: - .~.....~
~-~ .
..~::;.'~~~-
.
. >>
...,..
,.
411'
7. The Ilectrical Contractor shall CC3Ipletely reJaOVe
temporary .aterials and equip.ent at Project
co.pletion, except for high voltage und.rground.
A.
TEMPORARY WATER
site Plumbing Contractor viII arrange vith utility
service company, to provide water tor conatruction
purpo....
site Pluabing Contractor viII provide t..porary vater at
locations of tvo (2) fir. hydrants on fire vater loop a.
directed by Construction Manager; fire vater loop will
be charged to provide construction water.
The Construction Manager will pay for vater used for
temporary construction purposes.
Building Plumbing Contractor will maintain temporary
water systems, and viII remove temporary water
appurtenances at completion of project.
Each Trade Contractor shall be responsible for providing
any additional water (if needed)" for construction
purposes. In addition, each Trade Contractor is
responsible for providing potable drinking water for his
personnel and employees, as well a. suitable containers,
ice and salt tablets in sufficient quantity to meet the
needs of his labor force.
B.
C.
D.
E.
2.8
TEMPORARY HEATING, COOLING AND VENTILATING
Each Trade contr~ctor shall be responsible for providing, and
operating and maintaining temporary heating, cooling and
ventilating, as required, to maintain adequate environmental
conditions to facilitate the progress of his Work: to meet
minimum condition for the installation of materials: and to
protect materials and finishes from damage due to temperature
or humidity. Each Trade Contractor, subject to the approval
and direction of the Construction Manager, shall:
1. 'provide adequate forced ventilation of enclosed
areas for curing of installed materials, to disperse
humidity, and to prevent hazardous accumulations of
dust, fumes, vapors, or gases.
2. If portable heaters are required, utilize only UL
approved units complete with controls.
3. Insure that all safety devices specified for
operation of equipment are functioning properly.
05/30/91
TEMPORARY UTILITIES
01510 - 5
*
~..-......... :,~.... ~'~T~....,~~\.......4U.".."~~~""""''''''''''''-'"-'''''''''..:''''''''''''''''''''''''....-r-. ~~
':'~.""'..D'olIL"-'l \:., ~ .
.........- - . =-r' ~ 7~ ; ,~..... ...~.: ,
""
~......
- .
, .
... .....'.,,~'"
,~ ~.. ,.
4. Pay all co.ta of providing, operating, aaintainil19,
and reaovi"9 IIUQb tuaporary heatint, coolin9, ..
ventilatinq equipaent .. aay be required.
The foreqoinq obligationa of the Trade Contractor are in
addition to hi. obligations under Article 10 of the General
ConditioM.
TEMPORARY SANITARY FACILITIES
2.9
A.
B.
2.10
The owner will provide sanitary facilities in ~liance
with laws and regulations.
The owner will service, clean and maintain facilities and
enclosures.
TEMPORARY FIRE PROTECTION
The Trade Contractor responsible for the installation of the
permanent fire protection system shall furnish, install and
maintain temporary fire protection equipment, materials,
supplies and service within thebuildinqs throughout the
construction period in accordance with the requirement. of all
applicable codes and standards. Each floor shall have a
temporary fire protection system. Each Trade Contractor will
be responsible for fire protection required for his own work.
2.11
REMOVAL
A.
completely remove temporary materials and equipment when
their use is no longer ~equired.
Clean and repair damage caused by temporary installations
or use of temporary facilities.
Restore permanent facilities used for temporary services
to specified condition.
1. Prior to final inspection, the Trade Ccntractor
responsible for the permanent building lighting
system, shall remove temporary lamps and install new
lamps.
2. The Trade Contractor responsible for the building
mechanical system shall replace filters and worn or
consumed parts of mechanical equipment.
B.
C.
***************
END OF SECTION 01510
05/30/91
TEMPORARY UTILITIES
01510 - 6
...
.- ~--,::>
~ ~......
.
-.....
~--""..
~iaal 11'~1.' ..1. ..~
Detail "&-
k
1
.
.
Temporary Electric Pole
c={j .
100 W R.P.S. ABCA Light
wI P.E. Control 20' +1- M.H.
(2 per pole)
I" '~
.
1 1/4" GRC, .3 Wire
G
~/~
City Electric Meter
100 Amp Main Breaker, or
100 Amp Distribution Panel with
Main Beaker (Note 1)
~ote 1 - Mount main and
panel on 3/4 CDX plywood
and mount plywood to pole.
8' Driven Ground
per N.E.C.
. <Ii.-
-~~.~,
..,
....... .
.
....-=
~
..... .....
Detail ...
Sab-FetMI Panels
~
c
..
-
~~ -
-
- ~
It. -
1--
0 CD -- -------
--
0 . G
.
C9 C9
@ I .0
.
50 Amp
Feeder Typical '
'..
12/2 Ro.ex to L.lgbtin~
Stringer. Typical
50 Aap Sub Feed Panel
Typical
12/2 Ro.ex Typical
.
4" Sq Box , Industria.
Cover Typical
4' X 4' 1/2" Plywood Sac:
Board Typical
ote: Construction E.C. to provide, install and maintain area stringer lightin
from existing tem~orary elect. See 2..3 of 01510 Temp. utilities Spec.
~~ -
.. .r-'.' ~,-",~. . "''-4
..,....... .~ T'" .
~-.. ~... ~4 "".~Jt'~
...
..
'"'
....
Detail IIC"
YdIIPOrary Shed
Size all conduit, conductors, grounds, etc. to NEe standards, install per Art
305.
Provide 8' X 6' x 7' high wood shed minimum with 1 4' fluorescent,
locking access door, weatherproof' ventilated fan.
....1
PAwfL "A "
""14~L "I'
TU"'Sf:oP."'~"
'L '1 ~ tCVA
FEEDS i'O SII&
P~"fLS
FC[t>t.. To ....(A,~!
C "....P'J'l
-=-
Panel RA" _ 3 phase 4 wire 480/277 volt Nema 1 surf mt Panel Board 600 amp, 2
branch ckt, 600 amp main ckt breaker' 1-300 amp branch cb 3-phase# 24 ckt.
Transformer - Sq 0 '225T3H or equal 480 Primary (Delta) - 120/208 Y secondar]
Panel "B" _ 3 phase 4 wire 120/208 volt Nema 1 surf mt Panel Board 600 amp MCE
with 18 2 pole 50 amp branch circuit breakers , 1 sp/20 amp.
Panel "C" _ (At trailer staging area) 400 amp MCB Nema 3R 42 circuit Panel BoaI
with 20 2 pole 50 amp ckt breakers 120/208 3-phase.
Note: All materials become the property of the Owner at completion of tt
project.
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tOOCUMENT 00901
ADDENDUM NO. 1
DATE: May 31, 1991
The information contained in this Addendum modifies, supplements or replaces
information contained in the Project Manual and on the Drawings and is hereby made a
part of the Contract Documents.
Acknowledge receipt of this addendum by placing the appropriate addendum number in the
blank on the Bid Form.
APPLICABLE TO THE PROJECT MANUAL
A. Revised Project Manual Paqes
The replacement pages i dent ifi ed below i nc 1 ude mod ifi cat ions made to the orig.i.f.l~J
Project Manual sections. Revised or added information is indicated by ib.jQ~q
type in the text and an "AI" notation in the margin identifying that the revTifon
was made. Areas where information has been deleted are identified by stril<iAg
atit the text and placing an "AI" notation in the margin. Insert replacement
pages into the Project Manual ahead of the pages they replace.
SECTION TITLE PAGE
02100 SITE PREPARATION 2
02222 EXCAVATING, BACKFILLING AND 3
COMPACTING FOR STRUCTURES
02385 DRILLED CAISSONS 1-11
02685 GAS DISTRIBUTION SYSTEM 1
03100 CONCRETE FORMWORK 5
03200 CONCRETE REINFORCEMENT 1-2
03300 CAST-IN-PLACE CONCRETE 1-11
03600 GROUT 1
05180 MISCELLANEOUS STRUCTURAL STEEL 3
B. Added Sections
SECTION
gl,l:gl
TITLE
fllmll~I::::::lilll!:::I~~~~:~I~:~l:::!~~:J:II::::::::(~Brn91~~mi:)':
HLM 90007.00
THE NEW MONROE COUNTY DETENTION CENTER 00901-1
BID GROUP ONE ADDENDUM #1-MAY 31,1991
DOCUMENT 00901
ADDENDUM NO. 1
APPLICABLE TO THE DRAWINGS
A. Drawing Revisions: Incorporate the following revisions into the respective
Contract Drawings.
Drawing No.
Revision
1. 03 (Add. #l
Dated 5-31-91)
(Refer to Notes) Add note:
"3. Where asphalt pavi ng is shown, Contractor may
provide on Alternate No. 5-01 of Portland Cement
Concrete Paving, Section 02520 in accordance with
Detail 12/1.18."
1.04
(Refer to Asphalt Paving) Add note:
"Where asphalt paving is shown, Contractor may provide
Alternate No. 5-01 of Portland Cement Concrete Paving,
Section 02520 in accordance with Detail 12/1.18."
1.19
(Refer to Detail 7 - Typical Cross Section thru
Detention area) Add note:
"Work in 10' mangrove setback shall consist of clearing
and finish grading to elevations shown. Sod shall not
be installed in the mangrove setback."
3.01
(Refer to Opening parallel to column line 6.7 between
column lines Fz and Ga.)
Add concrete curb full length of opening and width of
concrete wall s around open i ng. Note T. O. Curb EL.
5.83' . Prov i de 1 #4 hori zonta 1 each face of curb
extending full length of walls around opening. Provide
#5 @ 12" o.c. vertical each face of curb for full
height of curb and grade beam less 2" clear at top of
curb and 4" clear at bottom of grade beam.
3.01
(Refer to Columns FA-2, EA-2, DA-2, A'-2.5, A'-2.8,
A'-3.5, A'-3.8, A'-4.5, A-5.5, A-6.5, A-7.5, A-8.)
Change T.O. Cast-In-Place Column EL 12.96' to read T.O.
Cast-In-Place Column EL. 12.92'.
HLM 90007.00
THE NEW MONROE COUNTY DETENTION CENTER 00901-2
BID GROUP ONE ADDENDUM #l-MAY 31,1991
DOCUMENT 00901
Drawina No.
3.01
3.01
3.02
3.02
3.02
3.04
3.04
3.04
HlM 90007.00
ADDENDUM NO. 1
Revision
(Refer to Columns B-8, C-8)
Change T.O. Cast-In-Place Column El 13.96' to read T.O.
Cast-In-Place Column El. 12.92'.
(Refer to Columns FA-3, B'-3, B'-2.8, B'-3.8, B-B',
B-7.5.)
Change T.O. Cast-In-Place Column El 11.96' to read T.O.
Cast-In-Place Column El. 12.13'.
(Refer to Column line Cb-8.5)
Change top of caisson elevation from 3.50' to read
1. 50' .
(Refer to Grade Beam on Column line 8.5 between column
lines Ca and Cb.) Add note:
B.D. Grade Beam El 3.50'
(Refer to Sheet Notes) Add Note:
5. T.O. Grade Beam El. 5.50'
(Refer to Sheet Note #4) Change to read:
"4. T.O., opening EL. 11.83' U.N.O."
(Refer to opening on Column line 1.9 between Column
Lines G and Gb.
Change T.O. opening El. 11.87' to read T.O. opening El.
11.37' .
(Refer to Note above Column line G between Column lines
1 and 2 reading "T.O. Grade Beam El. 4.54'.)
Add a leader line from this note to the grade beam on
Column line G between Column Lines 1 and 1.9.
THE NEW MONROE COUNTY DETENTION CENTER 00901-3
BID GROUP ONE ADDENDUM #l-MAY 31,1991
DOCUMENT 00901
Drawina No.
3.04
3.05
3.05
3.05
3.05
3.06
3.06
HlM 90007.00
ADDENDUM NO. 1
Revision
(Refer to Column G-5)
Remove leader line to T.O. Cast-In-Place Column El.
12 . 46' .
Add Note: "T.O. Cast-In-Place Column El. 11.46'.
Column El. for G-6 remains 12.46'.
(Refer to Sheet Note #4) Change to read:
"4. T.O. opening El. 11.83' U.N.O."
(Refer to Column line Ha-9 - Dimension from Column line
Ha to southeast end of Grade Beam GB23.)
Change 1'-6" to 1'-3".
(Refer to open i ng on Column line Gb between Column
lines 8.5 and 9.) Add Note:
T.O. opening El. 12.33'
(Refer to open i ng on Column Li ne Gb between Column
lines 16 and 16.5) Add note:
T.O. opening El. 12.33'
(Refer to Column line G between Column lines 23 and
23.5, concrete ledge as shown in Section 12 on 3.31)
Add note:
T.O. ledge El 5.73'
(Refer to opening on Column line 23.5 between Column
Lines G and Gb.) Add note:
T.O. opening El. 12.33'
THE NEW MONROE COUNTY DETENTION CENTER 00901-4
BID GROUP ONE ADDENDUM #1-MAY 31,1991
DOCUMENT 00901
Drawinq No.
3.06
3.29
11.01
ADDENDUM NO. 1
Revision
(Refer to Sheet Note #4) Change to read:
4. T.O. opening EL 11.83' U.N.O.
(Refer to Typ. Cast-In-Place Concrete Wall Support at
Column)
Change "PL 1/2" x 6" x 0' -6" w/ 4-1/2" dia. x 6" Headed
Studs @ 3" Gage Galvanize Assembly" to "PL 3/4" x 6" x
0'-6" w/ 4-1/2" dia. x 8" Headed Studs @ 4" Gage
Galvanize Assembly".
(Refer to the Entrance Drive off Jr. College Road)
Add note:
"Existing utility power pole at this entrance to be
relocated. Coordinate relocation with "City Electric. II
B. Revised Full-Size Drawings: The following are listed as part of this Addendum.
All have been previously issued and are dated May 31, 1991.
DRAWING NUMBER
1.01
1.03
1.06
1.07
1.09
1.18
3.03
3.30
3.31
HLM 90007.00
TITLE
MASTER SITE PLAN
PRELIMINARY SITE LAYOUT - CENTRAL
ROUGH GRADING AND DRAINAGE - CENTRAL
ROUGH GRADING AND DRAINAGE - SOUTH
SITE UTILITIES - SOUTH
CIVIL DETAILS
FOUNDATION PLAN GROUND FLOOR ZONE C
DRILLED CAISSON AND CAST - IN-PLACE COLUMN SCHEDULE AND DETAILS
FOUNDATION SECTIONS AND DETAILS
******************
END OF ADDENDUM #1
THE NEW MONROE COUNTY DETENTION CENTER 00901-5
BID GROUP ONE ADDENDUM #1-MAY 31,1991
At
SECTION 02100
SITE PREPARATION
3.3
D. Additional obstructions exposed as the result of clearing operations
shall be removed.
E. Stockpile topsoil in available area as directed by the Construction
Manager.
.f..~ ". "".,. ~ h .~P,~,..,~. t. c:><:: ,~P. i .1. ~ ~ .".i. !l.., .Cl.., .III~ !l!l.~.r... ,.~.~. ~ t..,. .t.~.~Y" .~r.,~" ..r..~.1.~ t..i. Y..~JY, .,lJ,!l.i..f.().r..II1.~...........,. .",.,
.@~_ I
TREE REMOVAL/PROTECTION
A. Remove trees and shrubs, except those indicated to remain. Removal
includes new and old stumps of trees and their roots, unless doing so
endangers the life of plant material to remain.
B. Trees or shrubs which are to remain in the construction area shall be
protected from damage and maintained in healthy condition throughout
the construction process.
C. Protect the tops, trunks and roots of existing trees on project site
that are to remain. Exi st i ng trees subject to construction damage
sha 11 be boxed, fenced or otherwi se protected before any work is
started; remove protection when directed. Do not permit heavy
equi pment or stockpil es within branch spread. Remove interfering
branches without injury to trunks.
D. Trees and palms under 6" in diameter at 12" above firiished grade, and
plants indicated to remain which are destroyed or receive excessive
damage during construction, shall be replaced in kind and size.
E. Trees and palms over 6" in diameter at 12" above finished grade which
are destroyed or receive excessive damage during construction shall be
replaced in kind and size, or the following value will be deducted
from monies due the Contractor:
1. $18.00 per cross sectional area in inches at 12" above finish
grade per trunk.
F. Refer to Section 02955 - TREE RELOCATION.
3.4 PROTECTION
A. Protect midden area from excavation, damage and construction activity.
********************
END OF SECTION 02100
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02100-2
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
Al~
B. Set required lines and levels.
C. Maintain bench marks, monuments and other reference points.
D. Proofroll all building slab and paved areas with a large vibratory
roller (Dynapac CA-25 or equivalent).
E. Proofrolling of the structure and paved areas shall consist of at
least eight overlapping passes and shall be observed by the testing
laboratory.
F. Materials which yield excessively during the proofrolling should be
undercut and replaced with compacted granular or on-site soil fill.
The test i ng 1 aboratory shall recommend the nature and extent of
remedial work. Proofrolling shall continue for the required number of
passes until the soil at a depth of 12 inches below grade has attained
a minimum density of 98% of the modified proctor maximum dry density.
G. Proofrolling shall not occur within the midden area.
H. Where paved areas occur within the midden, the.,.~r~!,.shall be
preloaded. Install three settlement places Il)t.t.:~$. in the area in
accordance with FOOT Index No. 540. Pl ace fi ll...iriife..r'"ial over the area
to 5 feet above exi st ing grades. Settl ement measurements shall be
taken by the testing 1 ab at 1 east once a week. When the testing
laboratory is satisfied that settlement has decreased to an acceptable
level, the fill shall be removed to rough grade elevations.
AI:
3.2 EXCAVATION
A. Excavate sub-soil in accordance with lines and levels required for
construction of the work, and five feet beyond limits of building slab
and paved areas. Excavation limits to include space for forms,
bracing and shoring, applying waterproofing and to permit inspection.
B. Do additional excavation only by written authorization of Architect.
C. Machine slope banks.
D. Hand trim excavations and leave free of loose or organic matter.
E. Correct unauthorized excavation as directed, at no cost to Owner.
F. Stockpile excavated sub-soil for re-use where directed. Remove excess
or unsuitable excavated sub-soil from site.
G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be
authorized as an extra. Other work is deemed to be within the scope
of this Project.
H. Coordinate with cassion work for special requirements and arrangements
regarding excavation to rough out elevations.
I. Do not disturb soil within branch spread of existing trees or shrubs
that are to remain.
J. If necessary to excavate through roots, perform work by hand and cut
roots with a sharp ax.
K. Qy',E!.r.E!.x.:~~y',~.tJ().I1....will be requ ired at all au il d i Ag S 1 aa aRc! pa',ea areas
w.biig:~::a:ij(u:e:J.t.:~d to remove the s i 1 t and peat 1 ayer found about 4 to 5
t'e.ef...."helow".'..'ex..:rsting grades. The unsuitable silt and peat material
shall be removed and backfilled with compacted granular or on-site
soil fill. Refer to Geotechnical Report prepared by Westinghouse
Environmental and Geotechnical Services Inc. dated January 15, 1991
for i nformat ion regardi ng the 1 ocat i on and depth of the silt/peat
layer.
L. Where paved areas occur withi n the midden, no excavation will be
allowed below existing grade.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02222-3
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
PART 1 - GENERAL
1 . 1 SUMMARY
A. Section Includes:
1. Drilling and excavating of shafts for drilled caissons.
2. Drilling of percussion test holes in bottom of drilled caissons.
3. Cleaning of drilled caisson bottoms and sockets.
4. Test caisson.
5. Steel casings and liners.
6. Drilling mud.
7. Reinforcing and dowels from drilled caissons into walls, grade beams,
slabs and columns.
8. Concrete and concreting of drilled caissons.
9. Disposal of excavated materials.
B. Related Sections:
1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE
INVESTIGATION DATA.
2. DIVISION ONE - TESTING LABORATORY SERVICES
3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES
4. SECTION 03300 - CAST-IN-PLACE CONCRETE
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. ACI 301 - Specifications for Structural Concrete for Buildings.
C. ACI 315 - Details and Detailing of Concrete Reinforcement.
D. ACI 318 - Building Code Requirements for Reinforced Concrete.
E. EP-lS - ACI Field Reference Manual: Specifications for Structural Concrete
for Buildings with selected ACI and ASTM References.
F. CRSI - Recommended Practice for Placing Reinforcing Bars.
1.3 MEASUREMENT AND PAYMENT
A. Basis of Bids: Bids shall be based on the number of drilled caissons,
length from top elevation to bottom of the shaft and the diameter of the
shaft, as shown on the Drawings.
B. No payment will be made for drilled caisson construction not represented by
a submitted report verified by the testing agency.
C. Basis for Payment:
1. Payment for drilled caissons will be made on the actual net volume of
drilled caissons in place and accepted. The actual length may vary
to coincide with the elevations where the compentent limerock is
encountered. Adjustments to the Contract Sum will be made on the
basis of the over and under depth differences of the drilled caissons,
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-1
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385 DRIllED CAISSONS
between those shown on the Drawings and those in the actual installed
work, in aggregate for all drilled caisson installed.
2. There will be no add it i ona 1 compensat i on for excavat ion, concrete
fill, reinforcing, casings or other costs due to unauthorized over
excavating shafts in any dimension. No payment will be made for
rejected drilled caissons.
3. There will be no additional compensation for excavation from present
grade to top of drill ed caisson if drill ed caisson work proceeds
before site work excavation and grading is complete.
4. Excavated materials will be classified in accordance with the
following. Adjustments to the Contract Sum will be made in
accordance with un it pri ces for greater or 1 esser quant it i es of
materials.
a. Normal excavation is defined as materials encountered between top
of competant limerock and top of drilled caissons excluding
obstructions.
b. limerock excavation is defined as material encountered between
founding level and top of competant limerock elevation. All
soil-filled cavities, limerock fragments and voids included in
the limerock excavation area shall be considered limerock for the
full volume of the shaft from the initial contact with limerock
for payment purposes. Payment will be based on the total lengths
for drilled caissons in soils and limerock, for each drilled
caisson diameter. Top of competant limerock elevation is
determined by testing agency's geotechnical engineer.
5. Payment for obstructions as defined herein will be for the volume of
caissons within the vertical limits of the obstructions only. The
top and bottom limits of the obstructions will be measured by the
test i ng agency. The payment volume wi 11 be the caisson
cross-sectional area as shown on the Contract Documents times the
height between the upper and lower 1 imits of the obstruction as
measured by the testing agency.
1.4 UNIT PRICES
A. Refer to Division One for scope of units prices required of items specified
under this section.
At:
B. Unit prices (established on the Bid Form) will apply in the event additions
to or deductions from the Work are required and authorized by a written
order from the Architect to Contractor.
1. Unit price is t~..pe the same for overrun and underrun within first 20%
of indicated rill length and is to include drilling, casing and
removal, reinforcing steel and concrete.
2. Unit prices quoted shall include full compensation for labor,
materials, tools, equipment and incidentals required for excavation,
trimming, shoring, casings, drilling mud and other necessary items for
complete installation.
1. 5 SUBMITTALS
A. Submit concrete materials test reports for materials proposed for use in
concrete mixes.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-2
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
B. Submit daily preliminary drilled caissons report by Testing Agency. of
actua 1 e 1 evat i on of top of 1 imerock and bottom of caisson, and top of
caisson.
C. Submit concrete design mix reports, listing all mixes required and their
respective test results.
D. Submit Shop Drawings for fabrication bending and placement of concrete
reinforcement. Include all accessories required to support reinforcement.
E. Submit Installer Qualifications.
F. Submit load test results signed and sealed by Testing Agency's geotechnical
engineer.
G. Signed and sealed certification letter from Testing Agency's geotechnical
engineer stating drilled caissons as installed will resist the required
designed loads.
H. Submit surveyor qualifications and experience records.
I. Submit copies of manufacturer's product data and printed instructions for
each manufactured product.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Specializing in drilled caisson construction.
Demonstrate experience working in similar soil, rock, and water conditions,
shaft sizes, and special techniques, with at least three years of
successful installation of caissons.
B. Survey Work:
1. Engage a State of Florida regi stered Surveyor acceptabl e to the
Construction Manager, to perform surveys,layouts, and measurements
for drilled caisson work. The Surveyor shall conduct the layout work
for each dri 11 ed caisson to the 1 i nes and 1 eve 1 s requ i red before
excavation, and shall record the actual measurements of each drilled
caissons horizontal axial location, shaft diameter, bottom and top
elevations, and deviations from specified tolerances.
2. The Surveyor shall record and maintain information pertinent to each
drilled caisson and cooperate with other testing and inspection
personnel to provide data for required reports.
C. Caisson Installation Approval:
1. Testing Agency shall employ the services of a professional engineer
experienced in soil mechanics (Geotechnical Engineer) registered in
the State of Florida. This engineer will certify that caissons have
been installed under his supervision and that caissons will resist the
required design loads as installed.
1.7 JOB CONDITIONS
A. Subsurface investigations have been performed and results are available
from the office of the Construction Manager as specified in Division Zero.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-3
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
B. Additional test borings and other exploratory operations may be made by the
Contractor at no increase to the Contract Sum, provided such operations
are acceptable to the Owner and Architect.
C. Examination of Site:
1. Visit and examine the site and take into consideration conditions that
may affect the Work.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Concrete, and related materials: As specified in Section 03300 and
amended to meet the requirements specified below:
1. Portland cement: ASTM C-150, Type II.
B. Reinforcement: As specified in Section 03200.
C. Concrete proportioning: As specified in Section 03300 and amended below:
1. Cement content: 658 pounds per cubic yard.
2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one
pound of fly ash for everyone pound of cement removed.
3. Water to cement ratio: .48 maximum.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine the areas and conditions under which drilled caissons are to be
ins tall ed .
B. Do not proceed with the work until unsatisfactory conditions have been
corrected.
C. Commencement of work means acceptance of conditions.
3.2 GENERAL
A. Perform concrete work in accordance with ACI 301.
Al~ B. Excavation shall be free of water aAd loose material.
Ar C. De Aet plate drilled caisseA teA crete ~Ader water.
3.3 EXCAVATION
A. Excavate holes for drilled caissons to the required elevation based on
limerock socket required as shown on the Drawings.
B. Drilled caisson design and dimensions shown are based on the assumed unit
skin friction. If the load test shows that the competent limerock is not
capable of maintaining the unit skin friction assumed, the foundation
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-4
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
system will be revised as directed by the Architect. If the load test
shows that a higher unit skin friction may be usedt a reduction in shaft
length may be directed by the Architect. Revisions to payment will be made
in accordance with the General Conditions relative to changes in the Work.
C. If required, install casings or use drilling mud as excavation proceeds so
that earth walls are maintained without spalling into the shaft and water
is excluded from shaft.
AI:
D. Drill through soil overburden and limerockt through the deepest level of
voids or soil filled cavities or sections of decomposed limerock, to the
design bottom of caisson indicated on the Drawings, or as directed by the
Geotechnical Engineer in the field. Provide shafts and sockets with
diameters least equal to that indicated on Drawings.
E. Locate centerl i ne of dri 11 ed caisson to be on centerl i ne of beari ng
construction, unless otherwise indicated on the Drawings.
1. Do not exceed the following tolerances: Shaft centerline location:
~).::t:JAa inch maximum variation from plan location. Shaft variation to
plumb:'" 1 inch in 10 feet for full depth (with maximum of 4 inches).
2. I f above tolerances are exceeded, provi de add it i ona 1 or corrective
construction. Submit proposed corrective construction methods to the
Architect for review before proceeding.
3. The minimum center-to-center spacing between drilled caissons proposed
by the Contractor for corrective work shall be three times the
diameter of the drilled caisson.
F. Installation Equipment:
1. Form by means of a power dri ven rotary foundat ion dri 11 i ng ri g.
Provide and maintain equipment in first class condition and operable
a tall time s .
2. Provide equipment capable of penetrating very dense limerock with the
maximum size shaft.
a. Equipment: Able to impress a minimum total weight to the Auger of
20tOOO lbs. by a combination of Kelly Bar Weight and Crowd
System.
b. Apply a minimum 50,000 foot pounds of torque to the Kelly bar.
G. Obstructions:
1. If rockt boulders or other unforeseen obstructions are encountered
which cannot be removed by standard drilled caisson excavation methods
and if such obstructions are not indicated by available subsurface
datat removal of such obstructions will be paid for in accordance with
terms of the Contract relative to changes in the work. Standard
excavation methods include conventional earth augert pengo bit,
stepped taper bitt teeth on auger or other attachments to auger.
2. Remove such obstructions by hand labor using air-powered toolst core
barrels with drilled caisson drilling equipment or other safe methods
recognized in the construction industry. The Testing Agency will
observe obstruction excavation and determine volume of obstruction
excavation involved at the time the work takes place.
3. Where possible, return to standard excavation methods after
obstruction is removed.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-5
BID GROUP ONE ADDENDUM II-MAY 31,1991
AI;
A1:
SECTION 02385
DRILLED CAISSONS
H. Demolish and remove rock, boulders, concrete, masonry and other
subsurface obstructions which are indicated by the Contract Documentst or
the available subsurface exploration data.
I. Shaft Liners or Casings:
1. In drilling the caissons, securely protect the earth walls against
cave-ins and displacement of the surrounding earth by means of steel
cylinder liners or casings. Use liners or casings to line ho1est
l:I~J.E:!.s..s.....P~.r.~j ss ion is granted for thei r omi ss i on by the Pl"efcss i eRa 1
GibIRbjUbi}: Eng i nee r .
2. Te'm:il:o:Fi'r:>r::':Eas i ngs may be 1 eft in place or may be wi thdrawn as the
concrete is placed above competent 1 i merock, at the Contractor's
option.
3. Below competent 1imerock, temporary casings must be withdrawn as the
concrete is placed. Permanent casings are not allowed below competent
1 imerock.
4. If removable steel 1 iners are usedt they may be withdrawn as the
concrete is being placed providing the bottom of the liner is a
minimum of 5 feet below the top of concrete. Maintain a sufficient
head of concrete to prevent a reduction in the diameter of the drilled
ca i sson shaft due to earth pressure on the fresh concrete and to
prevent extraneous material from falling in from the sides and mixing
with the fresh concrete.
J. Drilling Mud:.,..,........,.,.......,...."...
1. PI"8vide MiiJ].;;;;;I:$.I~ to maintain the stability of the shaft excavation
ta exc 1Iii:I'e""free"'watcl" and allow the proper placement of concrete.
2. Prior to placing concrete in each excavation, take samples to ensure
that heavily contaminated drilling mud, which would impair the free
flow of concrete from the tremie pipet has not accumulated at the
bottom of the shaft. Take samples one foot from the bottom the hole.
The density of the drilling mud in the excavation prior to concreting
shall be within the required limits.
K. Depth of rock socket: Bottom of caisson elevations indicated on the
Drawings are for bidding purposes. Actual elevations will be determined
by the geotechnical engineer and the Architect.
L. No payment will be made for the extra 1engtht when drilled caisson shafts
are excavated to a greater depth than requ i red or authori zed by the
geotechnical engineer, due to overdri11ing by the Contractor. Complete the
dri 11 ed ca is son and fill the extra depth with concrete, i f all other
conditions are satisfactory. Over excavated shafts will be measured and
paid for to the original design or authorized depth.
M. Take precautions to maintain a safe operation in connection with drilled
caisson installation. Provisions for adequate protection to persons and
property shall comply with applicable requirements of governing authorities
having jurisdiction.
N. Remove excavated material and di spose of as di rected by Construct ion
Manager.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-6
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385 DRILLED CAISSONS
3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION
A. Provide above competent limerock.
B. Provide casings of sufficient strength to withstand handling stresses and
pressures from surrounding soil and water or concrete inside. Provide
casings with inside clear diameter not less than the diameter of the
drilled caisson shaft.
AI:
C. Steel Pipe Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Casings may be delivered in section of any convenient length. Connect
sections by continuous penetration welds during placement into the
drilled caisson shaft excavation.
3. DesigA the !:Jette", eage ef the lewest casiAg seetieA te previae a
cl;IttiAg shee fer peAetntiAg iAte li",ereck strata aAd affectiAg a
water seal.
At:
D. Corrugated Steel Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Provide corrugated steel casings formed of galvanized or bituminous
coated steel sheets.
3. Corrugated casings may be delivered in any convenient section of
panel, with sections or panels field-connected in accordance with
the manufacturer's instructions.
4. DesigA the !:Jette", eage ef the le~~est casiAg seetieA te tH'evide a
el;lttiAg shee fer peAetratiAg iAte li",ereck strata aAS affectiAg a
~Jater seal.
E. Install permanent steel casing as excavation work progresses and as
required to ensure the stability of drilled caisson shaft walls. Remove and
replace or repair casings which are damaged during installation and which
could impair the strength of efficiency of the completed drilled caisson.
At: 3.5 DRILLING MUD:~::::::::::::::~lrnllligl~:II:111111
A. Premix drilling mud thoroughly with clean potable water prior to its
introduction into the shaft excavation.
B. Test drilling mud for density using the mud density balance. Density to be
between 66 and 75 pounds per cubic foot.
C. Dispose of drilling mud off-site.
AI' ~:~::::::::::::::::::::I:~II::i::::::!!.il::::::lipi::::::li:l:I::~::j:PI::::::.I:~::
3.6 REINFORCING STEEL AND DOWELS
A. Install in accordance with ACI 315 and CRSI "Recommended Practice for
Placing Reinforcing Bars".
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-7
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
B. Before placing, clean reinforcing steel and dowels of loose rust, scale,
dirt, grease and other material which impair bond.
C. Fabricate and erect reinforcing cages in shafts as one continuous unit.
Place reinforcement symmetrically about axis of hole and hold in position
during concrete placement providing minimum 6 inches of concrete cover.
D. Use templates to set anchor bolts, dowels, 1 eve 1 i ng plates and other
accessories. Provide blocking and holding devices to maintain required
position during concrete placement.
E. As casing is withdrawn, take care to ensure reinforcement is not disturbed
or exposed to the surrounding soil. Securely attach spacers, capable of
sliding on the casing, to the reinforcement.
F. Protect exposed ends of dowels and anchor bolts from mechanical damage and
exposure to the weather.
3.7 CONCRETE PLACEMENT
A. Special observation is required during placement of concrete to ensure the
drilled caisson is installed without cavities and extraneous material and
to ensure minimum diameter is maintained.
B. Fill drilled caisson with concrete immediately after inspection and
approval by the Testing Agency and the Architect. Use protection sheets
cut out to receive concrete over excavation openings, extending at least 12
inches beyond edge in all directions.
C. Pl ace concrete cont i nuous 1 y without interrupt i on and in a smooth flow
without segregating the mixed materials.
D. Pl ace excess concrete where temporary cas i ngs are used to allow for
anticipated slump due to casing removal.
E. Concrete shall be placed by tremie method such as gravity flow through a
vertical pipe of sufficient length to reach the bottom of the drilled
caisson. Control placement operations to ensure that the tremie is not
broken during continuous placing from bottom to top. Maintain bottom of
tremie below top of concrete.
F. Vibrate the top 15 feet of the drilled caisson concrete.
G. Remove segregated concrete and laitance as the concrete placement for each
drilled caisson is being completed, to achieve a continuous column of good
quality concrete up to design cut-off elevation.
H. Place drilled caisson concrete monolithically. If a construction joint is
unavoidable, leave the resulting shaft surface approximately level and
insert additional dowels as required by Architect. Before completing the
drilled caisson with a subsequent concrete placement, roughen and clean the
joint surface and slush with a 1 to 1 cement grout.
I. Stop the concrete placement at the cut-off elevation, screed off true and
level and apply a scoured, rough finish, unless otherwise indicated.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-8
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
Where cut-off elevation is above ground elevation, form the top section
above grade and extend the shaft to the required elevation.
J. Hot Weather Placing:
1. When hot weather conditions exist that would seriously impair the
quality and strength of concrete, place concrete in accordance with
ACI 305 and as herein specified.
2. Cool ingredients before mixing to maintain concrete temperature at
time of placement below 90 degrees F. Mixing water may be chilled, or
chopped ice may be used to control the concrete temperature provided
the water equivalent of the ice is calculated to the total amount of
mixing water.
3. Pl ace concrete i mmed i ate 1 y upon deli very. Keep exposed concrete
surfaces and formed shaft extensions moist by fog sprays, wet burlap
or other effective means.
4. Do not use retarding admixtures unless approved in writing by the
Architect.
3.8 FIELD QUALITY CONTROL
A. The Contractor is responsible for quality control.
1. Inspection or testing by the Owner does not relieve the Contractor of
his responsibility to perform the Work in accordance with the Contract
Documents.
B. Quality Control Monitoring:
1. Refer to Division One - Testing Laboratory Services.
2. The Owner will employ a Testing Agency to perform field qual ity
control tests for concrete and monitor drilled caisson installation.
3. The Owner's Testing Agency will employ a qualified professional
Geotechnical Engineer registered in the State of Florida who will
observe caissons drilling, cleaning, concreting work and determine
bottom elevation of caisson.
C. Drilled Caisson Reports
1. Records shall be maintained by both the Testing Agency and the
Contractor for each installed drilled caisson.
2. Assist the Testing Agency making the necessary measurements and
observations, and maintain Contractor's records as required for
preparation and submission of complete reports on drilled caisson
construct ion. Submit a separate report for each drill ed caisson.
Submit each report within a period of ten days after final concreting.
3. As a minimum, include the following information on each caisson:
a. Identification of drilled caisson by number, type and location.
b. Type of equipment used.
c. Times when drilled caisson excavation was started and completed.
d. Design and actual shaft diameters drilled.
e. Ground elevation at drilled caisson location.
f. Design and actual elevation of top and bottom of drilled caisson.
g. Assumed (design) elevation of top of compentent 1 imerock at
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-9
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385 DRillED CAISSONS
drilled caisson location.
h. Actual elevation of top of compentent limerock.
i. Design and actual elevations to top and bottom of drilled caisson
socket.
j. Volumes of soil and rock excavated.
k. lengths of probe hole drilled, and time to drill each foot. The
depths and thicknesses of any soft seams.
1. levelness of shaft bottom.
m. Statement of type, length, diameter and elevation of any casing
permanently installed in the excavation.
n. Groundwater conditions.
o. Date when excavation was approved for installation of concrete.
p. Date when concreting was performed. Include any delays in
concreting and report construction joints in shafts.
q. Quantity of concrete used, including amounts over or under design
volume.
r. Date when drilled caisson construction was completed.
s. Centerline location at top of drilled caisson.
t. Variation of shaft from plumb.
u. Remarks on unique or unusual events or circumstances concerning
drilled caisson installation.
v. Report weather conditions and temperature.
Am
D. Inspection and Testing
1. Contractor shall install and load test one test caisson in a location
acceptable to the Architect. Test caisson conditions shall be as
similar as possible to actual caisson conditions. High early strength
concrete may be used for the test caisson only. Install reaction
caissons as required to load test caisson to failure in tension. The
Geotechnical Engineer will witness the test. Geotechnical Engineer
will determine actual unit skin friction. Do not use test caisson or
reaction caissons in the Work.
2. The Testing Agency will witness the placing of the concrete.
3. At the bottom of eaeft :j"?'iiUfUiiiii??o$??:t.We'htY:('::'perc:ent??6.1t'::(:tne dri 11 ed
c a i s s on:$ , d rill a 2 i n:Eil"'::::::arame:te:F::::Ye:sY::::h8ie:::::::rrt:::::yh'e::::::::::FO'cTt wit h an
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caissons to a lower elevations.
4. Drill the two-inch diameter test holes by air track drill rig from the
ground surface. No observation of the test hole will be required, and
the quality of limerock below the drilled caisson bottom will be
judged from the time rate of percussion drilling and other
observations such as dropping of rods. Clean the 1 imerock socket
under water with a brush substituting for the auger bit at the bottom
of the auger rig kelley, or by a similar technique acceptable to the
geotechnical engineer.
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-10
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385 DRILLED CAISSONS
5. Test concrete as per Section 03300 Cast-In-Place Concrete except that
take four cylinders for every 100 cubic yards of concrete and not less
than four cylinders on any given day.
********************
END OF SECTION 02385
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-11
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02685
GAS DISTRIBUTION SYSTEM
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Natural Gas System
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site gas piping systems.
B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for
selection and payment.
1.3 JOB CONDITIONS
A. Give adequate advance notice to public municipalities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations and repair if damaged at no cost to the Owner. If utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect immediately. Repair said damaged lines immediately and
contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and the Architect prior to disruption of traffic flow due to
excavation of road and walkways incidental to work of this Section.
D. Barricade open excavations occurring as part of this work and post
with warning lights. Operate warning lights as recommended by
authorities having jurisdiction. Protect structures, utilities,
sidewalks, pavements and other facilities from damage caused by
settlement, lateral movement, undermining, washout and other hazards
created by earthwork operation.
Al
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..... ....... . . '.
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:...:::~::-:.:::::::::::::::....:...:...:..:..:::..::::.:..::.:':::..,
PART 2 - PRODUCTS
2.1 MATERIALS
A. Per local Gas Company requirements.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Installation shall be per local Gas Company requirements.
********************
HLM 90007.00-1
END OF SECTION 02685
THE NEW MONROE COUNTY DETENTION CENTER 02685-1
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03100
CONCRETE FORMWORK
curing at not less than 50 degrees F. for 24 hours after placing ,the
concrete, providing the concrete is sufficiently cured to be undamaged by
form removal operations and provided for the exposed concrete.
E. Formwork supporting weight of concrete such as beams, soffits, slabs and
other structural elements may not be removed in less than 14 days or until
concrete has attained 75% of design strength at 28 days.
1. Design strength of cast-in-place concrete having supporting forms
removed before 14 day shall be determined by testing field cured and
laboratory cured concrete specimens representative of the concrete.
a. Concrete specimens and compressive strength tests for early form
removal shall be made and tested by the Independent Testing
Laboratory and paid for by the Contractor.
F. Form facing material may be removed 4 days after placement only if shores
and other vert i ca 1 supports have been des i gned and arranged to permi t
removal of form facing material without loosening or disturbing shores and
supports.
G. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against
finish concrete surfaces scheduled for exposure to view.
H. Store removed forms in manner that surfaces to be in contact with fresh
concrete will not be damaged. Discard damaged forms.
3.10 SCHEDULES
A. Facing Materials:
1. Provide forms capabl e of produci ng fi ni shed concrete surfaces as
outlined below.
2. Forms for F-l and F-2 finish are required as scheduled below on formed
concrete surfaces unless indicated otherwise.
A1
B. Forms for Type F-l, Rough Form Finish:
1. Use to form concrete concealed from view.
2. No selected form facing material is required.
3. Patch tie holes and defects.
4. Chip or rub off fins exceeding 1/411 in height. Leave surface with the
texture imparted by the forms.
C. Forms for Type F-2, Smooth Form Finish:
1. Use to form concrete exposed to view that is not subject to additional
architectural finish requirements, other than painting.
2. Use form facing material to produce a smooth, hard, uniform texture on
the concrete.
a. Facing material: Plywood, tempered concrete-form-grade
hardboard, metal, paper, fiber tubes or other approved material
capable of.,producing the desired finish.
b. Paper * ~h, fi ber tube forms that impart a texture or spi ra 1
pattern to.lhe concrete are not approved.
3. The arrangement of the facing material: Orderly and symmetrical with
the number of seams kept to the practical minimum.
4. Do not use materi a 1 wi th raised gra in, torn surfaces, worn edges,
patches, dents or other defects which will impair the texture of the
concrete.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03100-5
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03200
CONCRETE REINFORCEMENT
PART 1 - GENERAL
1 . 1 SUMMARY
A. Section Includes:
1. Steel reinforcing bars.
2. Welded wire fabric.
At: 1:::~:::::::'::'::::::::::iR9!M::::::19:iI19:::::::i@:~:n.lgr9':1::n9:::':::lin!::~::
B. Related Sections:
1. SECTION 03300 - CAST-IN-PLACE CONCRETE
2. SECTION 03100 - CONCRETE FORMWORK
3. SECTION 02385 - DRILLED CAISSONS
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. American Concrete Institute (ACI)
1. ACI 301 - Structural Concrete for Buildings.
2. ACI 318 - Building Code Requirements For Reinforced Concrete.
3. ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete
Structures".
4. ACI SP-66 - American Concrete Institute - Detailing Manual.
C. American National Standards Institute, American Society for Testing and
Materials (ANSI/ASTM)
1. ANSI/ASTM A-I85 - Steel Welded Wire Fabric, Plain, for Concrete
Reinforcement.
D. American National Standards Institute, American Welding Society (ANSI/AWS)
1. ANSI/AWS 01.4 - Structural Welding Code for Reinforcing Steel.
2. ANSI/AWS 012.1 - Reinforcing Steel Welding Code.
E. American Society for Testing and Materials (ASTM)
1. ASTM A-6I5-88: Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement.
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F. Concrete Reinforcing Steel Institute (CRSI) Manual of Practice.
1. CRSI 63 - Recommended Practice For Placing Reinforcing Bars.
2. CRSI 65 Recommended Practice For Placing Bar Supports,
Specifications and Nomenclature.
1. 3 SUBM ITT ALS
A. Shop Drawings: Show size and quantity of reinforcement, method of support
and fastening, bending and placing schedules, diagrams, wall elevations and
plans, material grades and relation of reinforcement to adjacent materials.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03200-1
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03200
PART 2 - PRODUCTS
2.1 REINFORCEMENT
CONCRETE REINFORCEMENT
A. Reinforcing Steel Bars: ASTM A61S, Grade 60 and 40 deformed billet steel
bars.
AI: :t:::~::::::::::i::::::::::I:P9!i::::::~i:l~j:il:;i:::::::::::::gi~::::~:t:~l:~:w:::
B. Welded Wire Fabric: ASTM A18S.
2.2 ACCESSORY MATERIALS
A. Supports for Reinforcement: Provide supports for reinforcement including
bolsters, chairs, spacers and other devices for spacing, supporting and
fastening reinforcement in place, in accordance with the recommendations
and details of the Concrete Reinforcing Steel Institute.
1. Use supports with sand plates or hori zonta 1 runners where base
material will not support chair legs for slab on grade.
2. For exposed-to-view concrete surfaces: Provide supports with legs
hot-dip galvanized, plastic tipped or stainless steel where legs of
supports contact forms.
B. Tie Wire: Minimum 16 gage annealed type
2.3 FABRICATION
A. Fabricate Concrete reinforcing in accordance with ACI 318
B. Weld reinforcement in accordance with ANSI/AWS 01.4.
C. Locate reinforcing splices not indicated on Drawings, at point of minimum
stress. Review location of splices with Architect/Engineer.
PART 3 - EXECUTION
3.1 GENERAL
A. Perform work in accordance with ACI 301.
3.2 INSTALLATION
A. Keep uncoated reinforcement free from rust, scale, dirt, and physical
injury.
B. Place, support and secure reinforcement against displacement. Do not
deviate from required position.
C. Do not displace or damage vapor retarder.
D. Secure reinforcement against displacement with tie wire or other clips or
ties consistent with CRSI recommendations.
********************
HLM 90007.00-1
END OF SECTION 03200
THE NEW MONROE COUNTY DETENTION CENTER 03200-2
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1 . 1 SUMMARY
A. Section Includes:
1. Cast-in-place concrete.
2. Placing anchors and inserts.
3. Installation of embedded items specified in other Sections.
4. Structural slide bearings.
B. Related Sections:
1. SECTION 02385 - Drilled Caissons
2. SECTION 03100 - Concrete Formwork.
3. SECTION 03200 - Concrete Reinforcement.
1.2 REFERENCES
A. American Concrete Institute (ACI)
1. ACI 211.1 - Standard Practice for Selecting Proportions for Normal,
Heavyweight, and Mass Concrete.
2. ACI 301 - Structural Concrete for Buildings.
3. ACI 302 - Guide for Concrete Floor and Slab Construction.
4. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and
Placing Concrete.
5. ACI 305R - Hot Weather Concreting.
6. ACI 308 - Standard Practice for Curing Concrete.
!.~..........A,q..}.1.~,..,::....~lJ..iJ.(,ti..flg....~<:>q~....~.~.qlJ.i.r.~I11.~.flts for Rei nforced Concrete.
At: 1:*::::::::~::::::!:::!lk:l:::::~~!I:~!:~::~::::::t:!:~:!:~t:]::ij:~::!:::Hj:tllin'~:j::!:::llijM~l:~
B. American National Standards Institute, American Society for Testing and
Materials (ANSI/ASTM)
1. ANSI/ASTM D-994 - Preformed Expansion Joint Filler for Concrete
(Bituminous Type).
2. ANSI/ASTM D-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
3. ANSI/ASTM D-1751 - Preformed Expansion Joint Fillers for Concrete
Paving and Structural Construction (Nonextruding and Resilient
Bituminous Types).
4. ANSI/ASTM D-1752 - Preformed Sponge Rubber and Cork Expansion Joint
Fillers for Concrete Paving and Structural Construction.
C. American Society for Testing and Materials (ASTM)
1. ASTM B-221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,
Shapes and Tubes.
2. ASTM C-33 - Concrete Aggregates.
3. ASTM C-94 - Ready-Mixed Concrete.
4. ASTM C-150 - Portland Cement.
5. ASTM C-260 - Air-Entraining Admixtures for Concrete.
6. ASTM C-330 - Light Weight Aggregates For Structural Concrete.
7. ASTM C-494 - Chemicals Admixtures for Concrete.
8. ASTM C-618 - Fly Ash and Raw or Calcined Natural Pozzolan for Use as
a Mineral Admixture in Portland Cement Concrete.
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HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-1
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
1. 3 SUBM ITT ALS
A. Mix Designs:
1. Submit substantiating data for each concrete mix design contemplated
for use to Architect not less than six weeks prior to first concrete
placement. Include the following:
a. Mix identification designation unique for each mix submitted.
b. Statement of intended use for mix.
c. Mix proportions, including admixtures used.
d. Manufacturer's data and/or certifications verifying conformance
of mix materials, including admixtures, with specified
requirements.
e. Wet and dry unit weight.
f. Entrained air content.
g. Design slump.
h. Required average strength qualification data per ACI 301. Submit
separate qualification data for each production facility which
will supply concrete to project.
i. Actual trial mix data or field test data per ACI 301 used to
calculate average strength qualification data. When field test
data is used to qualify average strength, submit separate
qualification data for each production facility which will supply
concrete to project and copies of field test reports.
2. Separate design mixes are required for each strength and density of
concrete, each change in type and/or quantity of mix materials
including admixtures; each change in slump limits, and each change in
entrained air content.
3. For concrete placed by pumping, separate mix designs are required for
each 100 feet of vertical or horizontal distance from pump to point of
discharge. This requirement may be waived if evidence acceptable to
Architect is submitted demonstrating, by previ ous successful
experience, that proposed mix will meet requirements of these
specifications, when sampled at point of discharge, over full range of
distance required.
B. Product Data:
1. Application and installation instructions for proprietary materials
and including admixtures, patching compounds, waters tops , joint
systems and others as required by Architect.
2. Submit curing compound product data and verification of its
compatibility with other finish materials and surface required.
C. Submit curi ng compound product data and verifi cat i on of its acceptable
compatibility with type of concrete penetrating sealer and waterproofing
used.
D. Submit materials certificates, mill test reports and materials laboratory
tests reports when requested attesting that each material item compiles
with or exceeds specified requirements.
E. Submit one sample copy of concrete batch trip ticket containing information
as specified in ASTM C-94 paragraph entitled "Batch Ticket/Information:"
including additional information listed for certification purposes.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-2
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
Clearly show amount of water for entire batch which may be added in field
that will not exceed water cement ratio specified by concrete design.'
F. Record Documents: Submit record listing time and date of placement of
concrete. Keep record until completion of project, make available to
Architect on request.
1.4 QUALITY ASSURANCE
A. Perform concrete work in accordance with ACI 301 "Specifications for
Structural Concrete for Buildings" as modified in this Section.
AI 1. Prsvi~e at least aAe espy af ACI SP 16 available iA fiel~ affiee.
B. Acquire cement and aggregate from same source for all work.
C. Conform to ACI 305R when concreting during hot weather.
D. Do not place concrete when temperature is below 40 degrees F.
E. Survey Work
1. Engage a State of Florida regi stered surveyor acceptabl e to the
Construction Manager, to perform survey, layout and measurements for
cast-in-p1ace concrete, column centerline, and anchor bolt locations.
2. Surveyor shall record and ma i nta in i nformat i on pert i nent to each
column centerline, p1umbness, and anchor bolt location prior to
placement of concrete.
3. Surveyor shall cooperate with other testing and inspection personnel
to provide data for their required reports.
1. 5 UNIT PRICES
A. Provide unit prices indicated on Bid Form in event additions to or
deductions from Work are required and authorized by a written order from
Architect.
PART 2 - PRODUCTS
2.1 CONCRETE MATERIALS
A. Portl and Cement: ASTM C-150, Type II, or ASTM C-595 IP(MS), IS(MS), P(MS),
I(PM)(MS) or I(SM)(MS).
1. Use only one manufacturer and type of cement for each mix design.
B. Fly Ash: ASTM C-618, Class F.
C. Normal weight aggregates: ASTM C-33.
D. Light weight aggregates: ASTM C-330.
E. Water: Clean fresh potable. Free from oils or other substances injurious
to concrete or reinforcement.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-3
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
F. Air Entraining Admixture: ASTM C-260.
G. Water Reducing Admixture: ASTM C-494, Type A, containing no chloride added
during manufacture, Acceptable Products:
1. "Eucon Super WR-75"; Euclid Chemical Co.
2. "Pozzolith Normal"., Master Builders.
3. "Plastocrete 161"; Sika Chemical Corporation.
H. High Range Water Reducing Admixture (Super Plasticizer): ASTM C-494, Type
F or G containing not more than 0.1% chloride ions, required for caissons,
all pumped concrete and optional for other areas. Acceptable Products:
1. "Eucon Super' 37"; Euclid Chemical Co.
2. "Sikament: Sika Chemical Corporation.
3. "Pozzolith 400-N"; Master Builders.
I. Accelerators are not permitted.
J. Retarding admixtures and water reducing and retarding admixtures: ASTM C-
494, Type B and Type D respectively. Acceptable Products:
1. Eucon Retarder-75, Euclid Chemical Co.
2. Pozzolith Retarder, Master Builders.
3. P1astocrete 161R, Sika.
K. Certification: Provide written conformance to the above mentioned
requirements and chloride ion content required prior to mix design review
by Architect.
2.2 EXPANSION MATERIAL
A. ACI 301
B. Fiber Expansion Joint:
1. 1/2" thickness. Conform to ASTM D-1751.
2.3 WATERSTOPS
A. ACI 301
B. Flexible strip waterstop:
1. Acceptable product:
a. American Colloid Company, Waterstop-RXI0l.
2.4 EMBEDDED ITEMS:
1. Embedded items: Do not displace reinforcing bars.
2. Rated or specified capacity of embedded items: Not to be construed as
design capacity of supporting concrete members.
3. Steel Plates, Bars and Structural Shapes: Conform to ASTM A-36.
2.5 RELATED MATERIALS
A. Curing Compound: Comply with ASTM C-309. Unit moisture loss, pound per
square foot at 72 hours shall not exceed .642 psf.
1. Masterseal or MasterKure; Master Builders or Architect's acceptable
equivalent.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-4
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
B. Bonding Compounds:
1. Bonding Compound: Polyvinyl acetate type, rewettable. Acceptable
Manufacturers:
a. Euco Weld; Euclid Chemical Co.
b. Weldcrete; Larson Products.
c. Thorobond; Standard Dry Wall.
d. Everbond; L & M Construction Products, Inc.
C. Epoxy Adhesive: 100% solids, 100% reactive, two component compound
suitable for use on dry or damp surfaces.
1. Acceptable Products:
a. Euco Epoxy #463 or #615; Euclid Chemical Co.
b. Sikadu Hi-Mod, Sika Chemical Corporation.
c. Permunite; L & M Construction Products, Inc.
2.6 EPOXY JOINT FILLER
A. Three (3) component, 100% solids, compound, with a minimum shore D hardness
of 50.
1. Acceptable Manufacturers:
a. Euco Epoxy. #600 or #700; Euclid Chemical Company.
b. Sikadur Lo-Mod, Sika Chemical Corporation.
2.7 CONCRETE PROPORTIONING AND DESIGN OF MIXES
A. Proportion ingredients and design concrete mixes in accordance with ACI 301
as modified in this Section.
B. Cement: Minimum of 564 pounds per cubic yard.
C. Fly Ash: A maximum of 22% by weight of cement may be replaced with fly ash
at a ratio of one pound fly ash for everyone pound of cement removed.
D. Maximum water cement ratio: 0.49.
E. Durability:
1. Air-entrained with 5% to 7% entrained and entrapped air.
F. Admixtures:
1. Provide water reducing or water reducing and retarding admixture
specified in design mix for concrete.
2. Hot weather conditions: When ambient temperature exceeds 90 degrees
F. and/or placing conditions required retardation of setting time
Architect may require a change from Type A (normal) admixture to Type
D (retarding) formulation of water reducing admixture. Concrete
temperature not to exceed 90 degrees F. for drilled caissons and 100
degrees F. for other cast in place concrete.
3. When increased workabil i ty, pumpabil i ty, lower water-cement rat i 0,
shrinkage and permeability reduction is required, use HRWR admixture
(Super Plasticizer).
G. Selection of Proportion of Ingredients:
1. Prepare design mixes for each type of concrete used in construction.
a. Proportion mixes to obtain compressive strengths indicated on the
drawings.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-5
BID GROUP ONE ADDENDUM #l-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
b. Where compressive strength is not indicated, obtain minimum 4000
psi 28 day strength.
2. Field records used to demonstrate that proposed proportions will
produce required average strength must be of tests made within last 12
months and have same water cement ratio, cement type and manufacturer,
and percentage of fly ash as proposed mix proportions.
a. Comply with ACI 211.1 and ACI 301 as modified by the following:
1) Determine maximum allowable unit shrinkage expressed in
percentage of length in accordance with ASTM C-157, based
upon average value of three (3) 4 inch x 4 inch x 11 inch
specimens after 21 days of actual drying time; total 28 days
after casting.
a) Maximum allowable shrinkage value for concrete mixes:
400 millionths (0.0004) with an allowable variation of
15%.
2) Submit written reports of each proposed concrete mix not
less than 15 days prior to start of work. Do not proceed
with concrete production until mixes have been reviewed by
Architect.
3. Adjustment of Concrete Mixes: Concrete mix design adjustments may be
requested when characteristics of materials, project conditions,
weather, test results or other circumstances warrant.
a. Submit laboratory test reports for revised mix designs and
strength results to Architect for review before use of revised
concrete mixes in the Work.
H . Slump:
1. ACI 301
2. Caissons: 4" max. before addition of HRWR admixture; 7" min. and 9"
max. at placement.
3. Concrete with HRWR Admixture: 8" maximum unless otherwise directed by
Architect.
4. Other Structural Concrete: 3".
lU:
.1ll
2.8 PRODUCTION OF CONCRETE
A. Produce and deliver concrete in accordance with ACI 301 and as modified in
this Section. Produce and deliver concrete during hot and cold weather in
accordance with ACI 305 and ACI 306.
B. Ready Mixed Concrete:
1. Discharge concrete after introduction of mixing water to cement and
aggregate or introduction of cement to aggregate within 90 minutes or
before 300 mixing speed revolutions when air temperature is below 80
degrees F.
2. During hot weather, or under conditions contributing to rapid setting
of concrete, a shorter maximum discharge time than specified in ASTM
C-94 is required.
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-6
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
a. Discharge concrete after introduction of mixing water to cement
and aggregate or introduction of cement to aggregate within 75
mi nutes when air temperature is between 80 degrees F and 90
degrees F.
b. Di scharge concrete wi thi n 60 mi nutes when air temperature is
above 90 degrees F.
2.9 TESTING & INSPECTION
A. Contractor is responsible for quality control.
1. Inspection or testing by Owner does not re 1 i eve Contractor of hi s
responsibility to perform Work in accordance with Contract Documents.
2. Workmanship: Correct concrete work which does not conform to specified
requirements, including strength, tolerances and finishes. Correct
deficient concrete by means acceptable to Architect.
B. Testing Laboratory Test
1. Prior to start of concreting operations, Testing Laboratory will
review, with representatives of Contractor's quality control staff,
facilities that will be used on production of concrete for Project.
a. Review will address:
Type and condition of equipment.
Calibration of measuring devices.
Sources of aggregate and cement.
Sieve analysis of aggregate samples, mill tests.
Methods of storage of aggregate and cement.
Mixing procedures, including distance from site.
Trip ticket sample.
Admixtures that will be used, including special
procedures required.
Other items which, in opinion of Testing
Laboratory, are important elements in
production of concrete.
b. Testing Laboratory will report results of review to Owner and
Architect.
1) Report will identify equipment and procedures which require
modification in order to assure quality of concrete.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine prior construction and conditions under which work will be
performed.
B. Do not proceed with the work until unsatisfactory conditions have been
corrected.
3.2 GENERAL
A. Notify Testing Laboratory 24 hours before starting concrete placement.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-7
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03300
CAST-IN-PLACE CONCRETE
B. Coordinate requirements for installation of embedded items specified,and
furnished in other Sections. Obtain templates and instructions for setting
embedded items.
1. Coordinate work with requirements for mechanical and electrical
installations and accommodations.
3.3 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. Just prior to discharging truck-mixed concrete, mix each truck of concrete
minimum 70 revolutions of mixer drum at full mixing speed.
C. Vibrate and consolidate concrete in accordance with ACI 309.
D. During hot weather, place concrete in accordance with ACI 305.
3.4 TOLERANCES
A. ACI 301: Variation from plumb:
1. In any 10 feet of length: 1/4 inch.
2. Maximum for entire length: 1 inch.
3.5 WATERSTOPS
A. Install waterstops in accordance with ACI 301.
B. Install waterstops in concrete scheduled to receive surface applied
waterproofing.
C. Install bentonite water stops with a minimum cover of 2 inches.
3.6 FIELD TESTS & INSPECTIONS
A. Field testing and inspections will be performed by testing laboratory.
B. Perform concrete testing in accordance with specifications of ACI 301 and
as follows:
1. Mold and cure four (4) specimens from each sample.
2. Compressive strength tests: One set of specimens for each 50 cubic
yards or fraction thereof of each type of concrete placed in one day;
one specimen tested at 7 days, two specimens tested at 28 days and one
specimen held in reserve.
3. In addition to cylinders cured under standard conditions, Testing
Laboratory will prepare duplicate sets of two cylinders to be field
cured under conditions equal to cure for corresponding concrete pours.
a. Such cyl i nders will be tested only when questions concern i ng
strength are involved.
b. Costs of such tests will be paid for by Contractor.
c. Test results will be distributed to Architect, Owner, and
Contractor.
4. Concrete Temperature: Test each time a set of specimens is made.
5. Sl ump Test: Make one test for each set of compress i ve strength
specimens. Make additional test as directed by Architect.
HLM 90007. 00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-8
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
a. Take test at point of truck discharge for Ready-Mix concrete. and
at point of mixer discharge for on site mixing.
C. Collect concrete batch trip tickets. Identify compressive and slump tests
made to representative samples of concrete referred to by trip tickets.
D. Notify Architect and Contractor immediately of trip tickets not as
specified.
E. Notify Architect and Contractor immediately when amount of water in a batch
of concrete exceeds that allowed in design mix.
F. Verify that concrete is fully discharged from mixers before mix begins to
set and within 1-1/2 hours maximum from time of batching.
G. Check quantity and type of admixtures for compliance with design
requirements and secure Architect's written approval for use of additional
admixtures in concrete.
H. Obtain mill test reports for each shipment of cement used in to concrete
for Project.
I. Additional Tests for Concrete Work:
1. Testing Laboratory will make additional tests of in-place-concrete
work as directed by Architect when test results indicate that
specified concrete strengths and other characteristics have not been
attained in structure.
a. Conduct tests to determine adequacy of concrete by cored
cylinders complying with ASTM C-42.
b. Costs of such test wi 11 be borne by Owner if test results
indicate conformance with Contract Documents. Such tests
indicating nonconformance with Contract Documents will be paid by
Contractor including additional architectural and engineering
services made necessary by such nonconformance.
c. Cost of other additional tests including load tests andlor other
nondestructive tests directed by Architect or conducted by
Contractor to prove adequacy of concrete work shall be borne by
Contractor including additional architectural and engineering
services made necessary by such tests.
d. Strength of structure in place will be considered to be
potentially deficient if it fails to comply with requirement
which controls strength of structure, including but not
necessarily limited to conditions listed in ACI 301, Chapter 18.
e. Inspections or testing performed exclusively for Contractor's
convenience is sole responsibility of Contractor.
3.7 REPAIR OF SURFACE DEFECTS
A. Defects less than one inch deep and not exposing reinforcing:
1. Comply with ACI 301.
2. Use specified bonding compound or epoxy adhesive.
3. Provide non-shrink grout patching mixture to fill pockets left in
concrete walls or slabs as specified in Section 03600.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-9
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
4. Place premixed patching mortar in accordance with directions. of
specified bonding compound or epoxy adhesive manufacturer.
5. With prior approval by Architect as to method and procedures, for
structural repairs use specified epoxy adhesive and/or epoxy mortar.
B. Defects one inch and greater or Exposing Reinforcing:
1. Chip to sound concrete and clean thoroughly to remove loose concrete
and dust. Apply thin coat of specified epoxy adhesive.
2. Form and pour, or dry pack with specified pea-gravel repair grout,
prior to development of tack-free condition of epoxy bonder. Strip
forms after grout has hardened and provide specified finish.
3. Moist cure or apply specified clear curing and sealing compound
immediately after finishing.
3.8 SLABS
A. Construct concrete slabs in accordance with ACI 301 as modified in this
Section.
B. Jointing ACI 301: Construct control joints in slabs on grade using
premolded key joints, inserts, tooled joints or saw cuts. Do not use saw
cuts for exterior concrete work.
1. Where control joint spacing is not indicated, space joints at maximum
20 feet.
2. If premolded hardboard or fiberboard strips are used, insert premolded
hardboard or fi berboard stri pinto the fresh concrete until top
surface of strip is flush with slab surface. Remove insert strip and
clean formed groove of loose debris after concrete has cured.
3. Prefabricated, strippable plastic joints may be used at Contractor's
option.
4. Cut sawed joints within 12 to 24 hours after concrete has been placed.
C. Finishing Tolerances
1. Comply with ACI 301:
2. Test unformed surfaces such as monolithic slabs for smoothness and to
verify surface plane finish to tolerances specified for each surface
and finish. Correct low and high areas as specified.
a. Test unformed surfaces sloped to drain for trueness of slope,
measuring to plane tolerance by using a template cut to required
slope.
3. Repair finished unformed surfaces that have defects which adversely
affect durability of concrete or finish.
a. Unacceptable surface defects include, but are not necessarily
limited to: crazing, cracks in excess of 0.01 inch wide or which
penetrate to reinforcement or completely through non-reinforced
concrete regardless of width, spalling, pop-outs, honeycomb, rock
pockets and other objectionable conditions as determined by
Architect.
b. Correct high areas in unformed surfaces by grinding after
concrete has cured at least 14 days.
c. Correct low areas in unformed surfaces during or immediately
after completion of surface finishing operations by cutting out
low areas and replacing with fresh concrete. Finish repaired
areas to blend into adjacent concrete surfaces.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-10
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
1) Propri etary concrete patch i ng compounds may be used when
approved by Architect.
3.9 CURING
A. Cure concrete in accordance with requirements of ACI 301.
B. Cure interior concrete slabs, with specified curing compound.
1. Do not use liquid curing compound on surfaces against which additional
concrete or other material is to be bonded unless it is proven that
curing compound will not prevent bond or unless measures are taken to
remove it completely from areas to receive bonded application.
2. Water cure slabs scheduled to receive cementitous topping (such as
stone or ceramic tile setting beds).
C. Apply curing compounds within 30 minutes after final finishing. Apply
curing compound at coverage rate specified by manufacturer.
D. Ensure curing compound is compatible with concrete penetrating sealer and
other materials scheduled to be applied over concrete surfaces.
E. Curing in hot weather: Cure concrete in accordance with ACI 305.
3.10 FINISHES
A. Finish concrete slabs in accordance with requirements of ACI 301.
B. Float Finish: Apply float finish to monolithic slab surfaces that are to
receive trowel finish. Finish to a Class B tolerance.
C. Trowel Finish: Unless directed otherwise by Architect, apply steel finish
to monolithic slab surfaces. Finish to a Class B tolerance.
1. Do not steel trowel slab surfaces scheduled to receive cementitous
topping.
D. Non-Skid Broom Finish: Apply light broom finish to concrete stair treads,
platforms and ramps. Broom finish, by drawing a fine-hair broom across
concrete perpendicular to line of traffic. Repeat operation if required to
provide fine line texture acceptable to Architect. Apply broom finish
after final joint tooling.
E. Finishing of Formed Surfaces: Provide smooth form finish for concrete
surfaces exposed to view and concrete surfaces scheduled to receive surface
finish.
3.11 VAPOR RETARDER
A. Install vapor retarder as specified in Section 07190.
*********************
HLM 90007.00-1
END OF SECTION 03300
THE NEW MONROE COUNTY DETENTION CENTER 03300-11
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 03600
GROUT
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Pea-gravel repair grout.
B. Cementitious mortar patching grout.
C. Non-shrink grout.
1.2 REFERENCES
A. ASTM C827 - Test Method for Change in Height at Early Ages of
Cylindrical Specimens from Cementitious Mixtures.
B. Contractor shall obtain and have available at site a copy of the above
documents throughout the Construction Period.
1. 3 SUBM ITT ALS
A. Manufacturer's Data:
1. Submit copies of manufacturer's product data and printed
instructions for each manufactured product.
1.4 QUALITY ASSURANCE
A. Do not change source or brands of grout materials during the course of
the work. Single-source responsibility from one source and producer
for each aggregate and from one manufacturer for each cementitious
component.
1.5 MATERIAL STORAGE
A. Store grout materials off the ground, under cover, in a dry location.
Store aggregates where grading and other required characteristics can
be maintained.
1. 6 TESTING
A. Coordinate testing requirements of grout with Division 1.
PART 2 - PRODUCTS
2.1 PEA-GRAVEL REPAIR GROUT
A. The grout shall be a manufactured, dry packaged product with
proportioned ingredients. Shrinkage compensating ingredients shall
minimize effects of drying shrinkage. Compressive strength at 28 days
shall equal or exceed required concrete strength. Shall contain pea
gravel and no added chloride. Applies and finishes like concrete.
Select material for horizontal overhead or vertical application.
B. Approved Manufacturers:
1. MASTERBUILDERS "Masterpatch 20"
2.2 CEMENTITIOUS MORTAR PATCHING GROUT
A. Manufactured by MASTER BUILDERS "Set Vertipatch" or Architects
approved e,gY..1.,y"a 1 ent .
1. 4GOO l~lQQ ps i
2. Condittriris to 1" maximum thickness.
AI:
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03600-1
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 05180 MISCELLANEOUS STRUCTURAL STEEL
2. Make joints and intersections of metal tightly fitting and securely
fastened.
3. Make work square, plumb, straight and true.
G. Holes:
1. Drill or punch hol es requi red for attachment of work specifi ed in
other sections and for bolted connections.
2. Burned holes will not be accepted.
H. Hot dip galvanize steel connecting devices after fabrication.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examination:
1. Examine installed work and verify that such work is to point where
fabrication and installation of work may proceed.
2. Make field measurements to ensure proper and adequate fit of metal
fabrications and to verify that metal fabrications may be fabricated
and installed in accordance with Drawings.
3.2 SHOP PAINTING
A. Preparation:
1. Thoroughly clean metal of mill scale, rust and foreign matter.
B.
Painting:
1 . Shop
a.
b.
c.
prime steel except:
Steel to be encased in
Surfaces to be welded.
Galvanized steel.
concrete.
3.3 ERECTION
A. Erect and install miscellaneous structural steel in accordance with
Drawings, and referenced standards, aligned, straight, plumb and level.
Al
B. After erect i on and i nsta 11 at i on are complete, t(>''-:I<::.h..~,lJp....~h.~.P....P.r..i.Il1.~.r....<::oats
using priming paint specified for shop priming iqq.::::9.i]:~i!:1::~19:::::::1:9nnI91~.
3.4 FIELD QUALITY CONTROL
A. Erection Inspection and Testing:
1. Visual Inspection of Welds:
a. Field welding: Inspected visually for conformance by a
representative of the testing laboratory.
b. Repair welds found to be non-conforming.
c. Repairs made to defective welds are subjected to re-inspection by
the original method used.
********************
END OF SECTION 05180
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 05180-3
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING (ALTERNATE)
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Sub-grade preparation.
B. Concrete paving with reinforcement.
1. 2 ALTERNATE
A. Refer to Document 0 and Division One for Alternate Number 5-01 for
Asphalt Paving.
1.3 INSPECTION AND TESTING
A. Inspection and test i ng of concrete will be performed by Testing
Laboratory in accordance with Division One.
B. Three (3) concrete test cylinders will be taken for every 75 or less
cu. yds. of concrete placed.
C. One (1) slump test will be taken for each set of test cylinders taken.
PART 2 - PRODUCTS
2.1 LIMEROCK BASE MATERIAL
A. Material shall meet the requirements of FOOT Section 911 except 97%
shall pass the 3-1/2" sieve and shall contain no more than 0.5%
organic material or objectionable matter as defined in Section 911.5
2.2 CONCRETE MATERIALS
A. Portland Cement: ASTM C150; normal-type I.
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean and free from injurious amounts of oil, alkali, organic
matter, or other deleterious material.
D. Air Entrainment: ASTM C260.
2.3 REINFORCEMENT
A. Reinforcing Steel: 60 ksi yield strength; deformed billet steel bars;
ASTM A615; plain finish; #5 size.
2.4 FORMWORK AND ACCESSORIES
A. Formwork: Matched, tight fitting and adequately stiffened to support
weight of concrete without deflection detrimental to tolerances and
appearance of concrete.
B. Joint Filler:' Minimum 1/2 inch thick asphaltic impregnated
fiberboard.
C. Concrete Curing Compound: Chlorinated rubber type; clear color; ASTM
C308.
2.5 CONCRETE MIX
A. Mix and proportion to produce minimum 3000 psi concrete at 7 days with
maximum slump of 3 inches and 4 to 6 percent air entrainment. ASTM
C94.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02520-1
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING (ALTERNATE)
PART 3 - EXECUTION
3.1 PREPARATION OF SUB-GRADE
A. Ensure rough grading has brought sub-grade to required compaction and
elevations.
B. Fill soft spots and hollows with additional fill.
C. Level and compact sub-grade, to 98% Modified Proctor.
3.2 FORMING
A. Form vertical surfaces to full depth and securely position to required
1 i nes and 1 eve 1 s. Ensure form ties are not placed so as to pass
through concrete.
B. Arrange and assemble formwork to permit easy dismantling and
stripping, and to prevent damage to concrete during formwork removal.
3.3 PLACING REINFORCING
A. Reinforce concrete where indicated. Allow for minimum 2 inch concrete
cover.
3.4 FORMING JOINTS
A. Place joints where indicated.
3.5 PLACING CONCRETE
A. Place concrete, screed and float surfaces to a smooth and uniform
finish, free of open texturing and exposed aggregate.
B. Avoid working mortar to surface. .
C. Provide exposed surfaces with broom finish.
D. Ensure finished surfaces do not vary from true lines, levels or grade
by more than 1/8 inch in 10 feet when measured with straight edge.
E. Apply curing compound on finished surfaces immediately after
placement. Apply in accordance with manufacturer's instructions.
*********************
END OF SECTION 02520
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02520-2
BID GROUP ONE ADDENDUM #l-MAY 31,1991
ADDBNDOM NO.2
NEW MONROE COUNTY DETBNTION FACILITY
Bid Package Ho. 3, site Electrical , Temporary Power
Bid Package NO.5, site Grading' Caissons
Bid Package NO.7, Concrete Foundations
Bid Package NO.9, site Plumbing
June 5, 1991
Note: The time and date for receipt of bids remains the same.
Modification No.1:
As an alternative to Technical Specification section 02385 Drilled
Caissons, Part 2 Products, 2.1 C.2 Fly ash; Bidders may utilize the
following requirements:
1. Water to cement ratio: 0.45 maximum.
2. Air entraining admixture: Micro-air by Master Builders.
3. Total air content (Percent by Volume): 3.5 to 6.5%.
4. High range water reducing admixture: Rheobuild 716 or
1000 by Master Builders.
5. Nominal maximum size of coarse aggregate: 1 inch.
Products equal to Master Builders may be substituted subject to the
approval'of the Architect.
ADDENDUM NO. 3
NEW MONROE COUNTY DETENTION FACILITY
Bid package NO.3, site Electrical , Temporary Power
Bid package No.5, site Grading' Caissons
Bid package No.7, Concrete Foundations
Bid Package No.9, site Plumbing
June 6, 1991
Modification No.1:
The time and date for receipt of bids, and that of opening of bids,
is hereby postponed until further notice.
ADDENDUM NO.4
... MONROE COUNTY OBTENTION FACILITY
Bid Packaqe No.3, site Blectrical , Temporary Power
Bid Packaqe NO.5, site Gradinq , caissons
Bid Packaqe No.7, Concrete Foundations
Bid packaq. No.9, sit. Plumbing
July 3, 1991
Modification No.1:
section 00030 - Notice of Calling for Bids, dated 5/22/91.
Delete references to bids being due on Monday, June 10, 1991 at
4:00 pm and being opened on June 11, 1991 at 11:00 am and
substitute with the following bid schedule:
Bids Due:
Bids Opened:
7/10/91 @ 4:00 pm
7/11/91 @ 11:00 am
Bids will be received and opened at the Monroe County Clerk's
Office at 500 Whitehead Street, Key West, Florida.
Modification No.2:
Replace sections 00105 and 00107 Proposal Forms dated 06/01/91,
with revised sections 00105 and 00107 proposal Forms dated
07/03/91.
Modification No.3:
Replace sections 00305 and 00307 Scope of Work dated 06/01/91,
with revised sections 00305 and 00307 Scope of Work dated
07/03/91.
Modification No.4:
Replace section 00350 Milestone Schedule dated 06/02/91, with
revised section 00350 Milestone Schedule dated 07/03/91.
Modification No.5:
Replace Section 00990 Schedule of Drawings dated 5/22/91, with
revised section 00990 Schedule of Drawings dated 7/03/91.
Modification No.6:
Incorporate Document 00904, Addendum No.4, dated July, 2 1991,
into the bidding documents. Document 00904, prepared by Hansen
Lind Meyer, is shown on pink colored sheets, reference HLM
90007.00, which contains further instructions to bidders,
including revised specifications and drawings.
07/03/94
ADDENDUM NO.4
Page 1
SBCTION 00105
PROPOSAL FORM
Bid Packaqe No. 5
site Gradinq , caissons
BID TO : MONROB COUNTY - CLERK OF COURTS
500 WHITBBBAD STREBT
ltBy nST, FLORIDA 330.. 0
BID FROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Packaqe NO.5, site Gradinq , Caissons
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
with the local sources of supply and that he understands the
condi tions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
07/03/91
PROPOSAL FORM
00105-1
Base Bid
1- Mobilization $
2. General Conditions $
3. Permits $
4. Bonds $
5. site Preparation $
6. Rough Grading $
7. Finish Grading of Retention Pond Areas $
8. Tree Relocation $
9. storm Sewerage $
10. Outfall Structures $
11- Drilled Caissons thru overburden -
Unit Price Basis, Bid Quantity = 1,155 lf
1,155 lf x $/lf = $
12. Drilled Caissons thru Competent Limerock -
Unit Price Basis, Bid Quantity = 3,445 lf
3,445 lf x
$/lf =
$
$
$
$
$
$
13. Load Testing of Caissons
14. Entrance Roadway per section 02510
15. silt Fence
16. Jr. College Rd. Work
17. Entrance Chain Link Fencing
18. Owner Option No. 5-03: Topsoil and Sodding
in Retention Pond Areas.
$
--------
-------
Total Base Bid (items 1 - 18)
$
07/03/91
PROPOSAL FORM
00105-2
Owner options
19. Owner Option 5-01: Caisson Concrete
At the option of the Owner, either contractor
or Owner will purchase concrete for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including
tax, delivered.
Calculated Quantity
Material cost
cy
Icy
20. Owner Option 5-02: Caisson Reinforcing
At the option of the Owner, either contractor
or owner will purchase reinforcing for caissons.
Contractor shall calculate quantity. Contractor
shall state material price only, not including tax,
delivered and off-loaded.
Calculated Quantity
Material cost
tons
Iton
21. Owner Option 5-04: Area F Caissons
At the option of the Owner, install caissons for
future Area F. This area is defined as the area
bound by column lines Gb to La and 17 to 24 as well
as column lines U to X and 37 to 42. Contractor to
install caissons complete.
Drilled thru Overburden
240 If x
$/lf = $
Drilled thru Competent Limerock
855 If x
$/lf = $
07/03/91
PROPOSAL FORM 00105-3
BieS Alternates
22. Alternate No. 5-01: Portland Cement Concrete
Paving in lieu of Soil-Cement Base and
Asphaltic Concrete paving (reference
Detail 12 on Sheet 1.18). Enter net change,
and whether the net change is an add or
deduct from base bid.
Net Change in base bid for portland
cement concrete paving: Circle
either ADD or DEDUCT.
ADD / DEDUCT $
23. Alternate No. 5-02: Compacted Limestone Base and
Asphaltic Paving in leu of Soil-Cement Base
and Asphaltic paving. Enter net change, and
whether the net change is an add or deduct from
base bid.
Net Change in base bid for compacted
limestone base: Circle either ADD or
DEDUCT.
ADD / DEDUCT $ 0
24. Alternate No. 5-03: Alternate Compaction Method for
Midden Area (reference addendum 4 to spec section
02222, paragraph 3.1.H.1). Enter net change, and
whether the net change is an add or deduct from
the base bid.
Net Change in base bid for Alternate Compaction
Method for the Midden Area: Circle either
ADD or DEDUCT.
ADD / DEDUCT $
07/03/91
PROPOSAL FORM
00105-4
TOTAL BID, items 1 thru 18 (figures) $
TOTAL BID, (words)
DOLLARS
I acknowledge receipt of Addenda No.(s)
I have included pages 1 through 4 of the Proposal Form ,and
attached the required Bid Security____, Unit Price Schedule ,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause ,Sworn Statement of Public Entity Crimes ,Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(Check aark iteas above. as a reainder that they are included.)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
07/03/91
PROPOSAL FORM
00105-5
SBCTION 00107
PROPOSAL FORM
Bid Package No. 7
Concrete Foundations
BID TO
.
.
MONROB COUNTY - CLERK 01' COORTS
500 WHITEBEAD STREET
ItBY WEST, PLORIDA 33040
BID FROM:
The undersigned, having carefully examined the Work and reference
Drawings, Specifications, Proposal, and Addenda thereto and other
Contract Documents for the construction of:
Bid Package NO.7, structural Concrete Columns and pits
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws,
ordinances, rules and regulations affecting performance of the
Work, does hereby propose to furnish all labor, mechanics,
superintendents, tools, material, equipment, transportation
services, and all incidentals necessary to perform and complete
said Work' and work incidental hereto, in a workman-like manner, in
conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected
the actual location of where the Work is to be performed, together
with the local sources of supply and that he understands the
conditions under which the Work is to be performed. The successful
bidder shall assume the risk of any and all costs and delays
arising from the existence of any subsurface or other latent
physical condition which could be reasonably anticipated by
reference to documentary information provided and made available,
and from inspection and examination of the site.
07/03/91
PROPOSAL FORM
00107-1
Base Bid
1- Mobilization
2. General Conditions
3. Permits
4. Bonds
5. Grade Beams
6. Walls and Beams Above
7. Concrete Slabs-on-grade
8. Elevator pits
9. Columns
10. Elevator Rail Support Beams
$
$
$
$
$
$
$
$
$
$
---------------
---------------
Total Base Bid (items 1 - 10)
$
07/03/91
PROPOSAL FORM
00107-2
Owner OptioDs
11. Owner Option No. 7-01: Concrete Procurement
At the option of the Owner, either Contractor
or Owner will purchase concrete for this work.
Contractor shall calculate quantity. Contractor
shall state material price only, not including
tax, delivered.
Calculated Quantity, 4000 psi Concrete
Material Cost
cy
Icy
Calculated Quantity, 5000 psi Concrete
Material Cost
cy
Icy
12. Owner Option No. 7-02:
Future Area F Columns
At the option of the Owner, install columns for
future Area F. This area is defined as the area
bound by column lines Gb to La and 17 to 24 as well
as column lines U to X and 37 to 42. Contractor.
to install columns complete.
Net Change in base bid for installation
of Future Area F columns: Circle either
ADD or DEDUCT.
ADD / DEDUCT $
13. Owner Option No. 7-03:
Future Area F Misc. Concrete
At the option of the Owner, install all poured concrete
associated with the stairwells in future Area F. This
area is defined as the area bound by column lines Gb to
La and 17 to 24 as well as column lines U to X and 37 to
42. Contractor to prep area and install all poured
concrete complete.
Net Change in base bid for installation
of poured concrete for stairwells in
Future Area F. Circle either ADD or DEDUCT.
ADD / DEDUCT $
07/03/91
PROPOSAL FORM
00107-3
TOTAL BID, items 1 thru 10 (figures) $
TOTAL BID, (words)
DOLLARS
I acknowledge receipt of Addenda No.(s}
I have included pages 1 through 3 of the Proposal Form , and
attached the required Bid Security____, Unit Price Schedule ,
Contractor Evaluation Form____, Lobbying and Conflict of Interest
Clause____, Sworn Statement of Public Entity Crimes_, Non-
Collusion Affidavit____, and proposed Subcontractor listing____.
(Check mark items above. as a reminder that they are included.)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
witness:
(Seal)
07/03/91
PROPOSAL FORM
00107-4
SECTION 00305
SCOPE 01' WORK
Bid Package No. 5
site Grading' Caissons
1.1 General Scope
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and the following sections of the Specifications:
including, but not limited to:
Sections and Descriptions
02100
02211
02215
02222
02226
02385
02510
02720
02721
02930
02955
03100
03200
03300
03600
site Preparation
Rough Grading
Finish Grading
Excavating, Backfilling and Compacting for
Structures
Excavating, Backfilling and Compacting for utilities
Drilled Caissons
Asphaltic Concrete Paving
Storm Sewerage
Sewer Structures
Lawns and Grasses
Tree Relocation
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Grout
1.2 Special Provisions
The following Special Provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 All debris and excavated material is to be removed and
disposed of off-site. All re-usable material is to be
stockpiled on-site as directed by the Construction
Manager, or as approved by the Architect.
.2 Rough grade 10' mangrove setback area shown on drawings.
.3
Grade Wastewater Treatment Plant
Holding Pond Area to approximate
shown.
Area and Effluent
adj acent grades as
07/03/91
00305-1
SCOPE OF WORK
.4 Contractor shall be respoqsible for calling for, and
coordinating all required t~sting.
.5 Grade site to drain, and maintain throughout contract
duration.
.6 Contractor shall be responsible for any dewatering
operations required for installation of his work.
.7 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.8 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.9 Furnish and install Outfall structures.
.10 Primary site control has been established, but this
Contractor shall verify the accuracy of the Owner's
horizontal and vertical cqntrol site monuments. The
Trade Contractor shall layout his work from the site
control. The Trade Contractor shall furnish, at his own
expense, all stakes, templates, platforms, equipment,
tools, materials, and labor'as may be required in laying
out any part of the Work from the established site
control. The Construction Manager may arrange to have
the Trade Contractor's grades, measurements" or levels
checked and verified by an iJ;1dependent licensed surveyor.
If they are found to be out$ide of allowable tolerances,
the Trade Contractor shall pay the cost of the checking
or verification.
.11 The Owner will provide material testing for this project.
However, this contractor shall 'be responsible for the
cost of any retesting required because of non-conforming
Work.
.12 Procure and pay for all permits, fees, and licenses.
.13 At location as directed by the Construction Manager,
prepare a concrete truck 'wash-out' hole on site, for use
in cleaning out concrete truck chutes.
.14 Furnish and install DIP sleeves under entrance roadway
and Junior College Road, as shown on drawing 1.09.
Restore roadbed, and repave.
.15 Furnish and install silt Fence as shown on drawing 1.01.
.16 Excavate and restore, for s~eeve, and tapping sleeve and
valve, on Junior College Road. Coordinate with
07/03/91
SCOPE OF WORK
00305-2
Contra=tor installing tapping sleeve and valve. Backfill
and restore roadbed, and repave.
.17 At entrance to site, at a location as determined by the
Construction Manager, furnish and install 6 ft. high
chain link fence, with no top rail. Include (2) ea. 10
ft. wide swinging gates. Use 9 Ga. wire, 4" sch. 40 gate
and end posts, sch. 20 line posts, 1-5/8" sch. 20 pipe
for gates. Total length of fence shall be 60 ft.
.18 Furnish and install storm Sewerage system complete.
.19 Flag and/or protect all permanently installed Work, and
maintain through contract duration.
.20 Furnish and install caissons complete. Based on bid
quantity, job will be on a unit price basis. As-built
adjustment, at the end of the job, will be made, at bid
unit price. Contractor shall be responsible for removal
or re-use of muck from caisson excavations. Contractor
shall be responsible for providing adequate site drainage
during caisson operation, to prevent flooding of other
contractors work.
.21 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.22 Finish grade retention pond areas in accordance with
Section 02215.
.23 Owner Option No. 5-03: Topsoil and Sodding, at the
option of the Owner, furnish and install topsoil and
sodding in retention pond areas, in accordance with
Section 02930. .
.24 Relocate one (1) 12" caliper tree, in accordance with
Section 02955.
.25 Owner Option No. 5-01: Caisson Concrete, at the option
of the Owner, either Contractor or Owner will purchase
concrete for caissons. Proposal form requests contractor
to calculate quantity, and to insert material only cost.
For assistance, the Construction Manager calculated bid
lineal footage of caissons to be:
o 5' overburden to drill thru/caisson,
total = 1,155 If
o
competent Iimerock, total = 3,445 If
07/03/91
SCOPE OF WORK 00305-3
.26 Owner option No. 5-02: Caisson Reinforcing, at the
option of the Owner, either Contractor or Owner will
purchase reinforcing for caissons. Proposal form
requests contractor to calculate quantity, and to insert
material only cost.
.27 Owner option No. 5-04: Area F Caissons, at the option
of the Owner, install caissons for the future Area F.
This area is defined as the area bound by column lines
Gb to La and 17 to 24 as well as column lines U to X and
37 to 42.
.28 Bid Alternate No. 5-01: If selected by the Owner,
furnish and install portland cement concrete paving, in
lieu of soil-cement base and asphaltic concrete paving.
.29 Bid Alternate No. 5-02: If selected by the Owner,
furnish and install a compacted limestone base in leu of
a soil cement base under asphaltic concrete paving.
.30 Bid Alternate No. 5-03: If selected by the Owner,
provide alternate compaction method of the midden area.
1 . 3 By Others
.1 Finish grading in areas other than retention pond areas.
07/03/91
SCOPE OF WORK
00305-4
SBCTION 00307
SCOPB OJ' WOU
Bid Package No. 7
Concrete J'oundations
1.1 General scope
Provide all labor, supervision, materials, supplies,
equipment, tools, transportation, surveying and layout, and
proper execution and completion of all Work specified on the
drawings, and in the following sections of the Specifications;
including, but not limited to:
sections and Descriptions
02222
Excavating, Backfilling and
structures
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Grout
Miscellaneous Structural Steel
Waterproofing
Vapor Retarder
Compacting
for
03100
03200
03300
03600
05180
07150
07190
1.2 Special provisions
The following Special provisions clarify, modify, change, add
to, or delete from the General Scope of this Bid Package.
.1 Furnish and install all columns from top of caissons to
elevated first floor framing. Coordinate top of column
connection requirements with precast contractor.
.2 Furnish and install grade beams.
.3 Furnish and install cast-in-place concrete walls and
beams above.
.4 Furnish and install concrete slabs-on-grade.
.5 Contractor shall be responsible for calling for, and
coordinating all required testing.
.6 Furnish and install elevator pits.
.7 Provide waterproofing and vapor retarder as required for
07/03/91
SCOPE OF WORK
00307-1
the Work.
.8 Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
.9 Contractor shall be responsible for any dewatering
operations required for installation of his work.
.10 Contractor shall call for structural inspections, and
cooperate with structural Inspector.
.11 Primary site control has been established. The Trade
Contractor shall layout his work from the site control.
The Trade Contractor shall be responsible for all
measurements therefrom. The Trade Contractor shall
furnish, at his own expense, all stakes, templates,
platforms, equipment, tools, materials, and labor as may
be required in laying out any part of the Work from the
established site control. The Construction Manager may
arrange to have the Trade Contractor I s grades,
measurements, or levels checked and verified by an
independent licensed surveyor. If they are found to be
outside of allowable tolerances, the Trade Contractor
shall pay the cost of the checking or verification.
.12 The Owner will provide material testing for this project.
However, this contractor shall be responsible for the
cost of any retesting required because of non-conforming
Work.
.13 Furnish and install elevator rail support beams,
including plates and anchors, in accordance with Section
05180.
.14 Furnish and install all anchor bolts for columns, in
accordance with Section 05180.
.15 Furnish and install all miscellaneous metals which are
embedded in the work of this contractor. These include
anchors, channels, edge angles, angles and weld plates.
.16 Contractor is to study Division 1 General Requirements
for additional responsibilities required.
.17 Owner Option No. 7-01: Concrete Procurement. At the
option of the Owner, either Contractor or Owner will
purchase concrete. Proposal form requests Contractor to
calculate quantity, and to insert material only cost.
.18 Owner Option No. 7-02: Future Area F Columns. At the
option of the Owner, install columns for future Area F.
07/03/91
SCOPE OF WORK
00307-2
This area is defined as the area bound by column lines
Gb to La and 17 to 24 as well as column lines U to X and
37 to 42. Contractor to install columns complete.
.19 Owner Option No. 7-03: Future Area F Miscellaneous
Concrete. At the option of the Owner, install all poured
concrete associated with the stairwells in future Area
F. This area is defined as the area bound by column
lines Gb to La and 17 to 24 as well as column lines U to
X and 37 to 42. Contractor to prep area and install all
poured concrete complete.
07/03/91
SCOPE OF WORK
00307-3
SECTION 00350
MILESTONE SCHEDULE
This section contains the project schedule. Each contractor
is to study the applicable parts, or milestones, in order to
determine his proposed scheduling for the project.
Coordinate construction schedul ing and operations with the
Construction Manager so as to meet the milestone and
completion dates as outlined in this section.
The Contractors are to note the following special items.
b.
Award Date (Anticipated)
. . . .
. . 07/10/91
. .07/17/91
. .07/29/91
a.
Bid Due Date .
. . . . . .
c.
Notice to Proceed (Anticipated).
d. Bid Package No. 3 - site Electrical & Temporary Power:
The Work shall be substantially complete 144
calendar days after the commencement date
established in the Notice to Proceed.
e. Bid Package No. 5 - site Grading & Caissons:
The Work shall be substantially complete 161
calendar days after the commencement date
established in the Notice to Proceed.
f. Bid Package No. 7 - Concrete Foundations:
The Work shall be substantially complete 157
calendar days after the commencement date
established in the Notice to Proceed.
g. Bid Package No. 9 - site Plumbing:
The Work shall be substantially complete 144
calendar days after the commencement date
established in the Notice to Proceed.
07/03/91
MILESTONE SCHEDULE
00350-1
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SECTION 00990
SCHEDULE OJ' DRAWINGS
Bid Package NO.3, site Electrical , Temporary Power
Bid Package NO.5, site Grading , Caissons
Bid Package NO.7, Concrete J'oundations
Bid Package NO.9, site plumbing
DRAWING NO. DRAWING TITLE LATEST REVISION DATE
Cover Sheet Rev. 0, 05/17/91
1. 00 Topographic Survey Rev. 0, 05/17/91
1.01 Master Site Plan Rev. 1, 05/31/91
1.03 Preliminary Site Rev. 2, 07/02/91
Layout-Central
1.04 Preliminary site Rev. 0, 05/17/91
Layout-South
1. 05 Rough Grading & Rev. 0, 05/17/91
Drainage-North
1. 06 Rough Grading & Rev. 2, 07/02/91
Drainage-Central
1. 07 Rough Grading & Rev. 1, 05/31/91
Drainage-South
1. 08 site utilities Rev. 1, 07/02/91
Central
1. 09 Site utilities Rev. 1, 05/31/91
South
1.18 civil Details Rev. 2, 07/02/91
1.19 civil Details Rev. 0, 05/17/91
1.20 civil Details Rev. 0, 05/17/91
07/03/91
SCHEDULE OF DRAWINGS
00990-1
,....
DRAWING NO. DRAWINa TITLE LATEST REVISION DATE
3.01 Foundation Plan Rev. 1, 07/02/91
Ground Floor
Zone A
3.02 Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone B
3.03 Foundation Plan Rev. 1, 05/31/91
Ground Floor
Zone C
3.04 Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone D
3.05 Foundation Plan Rev. 1, 07/02/91
Ground Floor
Zone E
3.06 Foundation Plan Rev. 0, 05/17/91
Ground Floor
Zone F
3.28 General Notes & Rev. 0, 05/17/91
Abbreviations
3.29 Grade Beam Schedule, Rev. 0, 05/17/91
Foundation Notes &
Typical Details
3.30 Drilled Caisson and Rev. 1, 05/31/91
Cast In Place Column
Schedules & Details
3.31 Foundations Sections Rev. 2, 07/02/91
And Details
11.01 site Electrical Plan Rev. 0, 05/17/91
07/03/91
SCHEDULE OF DRAWINGS
00990-2
DOCUMENT 00904
ADDENDUM NO. 4
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
JULY 2, 1991
PROJECT NUMBER 90007.00
The information contained in this Addendum modifies, supplements or replaces
information contained in the Project Manual and on the Drawings and is hereby made a
part of the Contract Documents.
Acknowledge receipt of this addendum by placing the appropriate addendum number in the
blank on the Bid Form.
APPLICABLE TO THE PROJECT MANUAL
A. Revised Project Manual Paoes
The replacement pages identified below include modifications made to t~e ori9jD.,~.l
Project Manual sections. Revised or added information is indicated by i:b.iiiq
type in the text and an "AI" notation in the margin identifying that the re\/,.s'fon
was made. Areas where information has been deleted are identified by strikiAg
~ the text and placing an "AI" notation in the margin. Insert replacement
pages into the Project Manual ahead of the pages they replace.
SECTION TITLE PAGE
02100 SITE PREPARATION 2
02211 ROUGH GRADING 1
02222 EXCAVATING, BACKFILLING AND 1-4
COMPACTING FOR STRUCTURES
02385 DRILLED CAISSONS 1-11
02510 ASPHALTIC CONCRETE PAVING 2
02644 WATER MAINS 7
02685 GAS DISTRIBUTION SYSTEM 1-2
02730 SANITARY SEWAGE 1-5
HLM 90007.00
THE NEW MONROE COUNTY DETENTION CENTER 00904-1
BID GROUP ONE ADDENDUM #4-JULY 2, 1991
DOCUMENT 00904
ADDENDUM NO. 4
B. Added Sections
SECTION
*o2:Sl1
.:.:-:.:.;.:.:-:.:.;.:.:-:.:-:.
IIlli
~ltiBR;::::g!MIB.I:::::I:QNgR.IIi::::::RII!:N9.::::::::(ilmIB~I];:):
*Section 02520 - PORTLAND CEMENT CONCRETE PAVING (ALTERNATE), Pages 1 and 2 is
included with Addendum #4. It was missing from the Addendum #1 enclosures.
C. Deleted Sections
The following section is deleted from the Project Manual in its entirety.
Section
Titl e
02955
Tree RelecatiaA
APPLICABLE TO THE DRAWINGS
A. Drawing Revisions: Incorporate the following revisions into the respective
Contract Drawings.
Drawina No.
Revision
1.01
(Refer to Note #1)
Delete Note #1
1.05
(Refer to Area for Relocation of Trees)
Delete reference to and dimensioning of area for
relocation of trees.
1.20
(Refer to Detail 2 - Typical Pipe Connection at Column
Detail) Add note:
"Cap pipe before 90. bend at columns in Zone F
Alternate only. II
HLM 90007.00
THE NEW MONROE COUNTY DETENTION'CENTER 00904-2
BID GROUP ONE ADDENDUM #4-JULY 2, 1991
DOCUMENT 00904
Drawina No.
3.03
3.03
3.04
3.04
3.06
3.06
3.06
3.06
3.06
HlM 90007.00
ADDENDUM NO. 4
Revision
At Columns G-17, G-18 and G-19, delete note "See Sheet
3.06 for T.O. cast-in-place column el."
At each of Columns G-17, G-18 and G-19, add:
Caisson mark "C2" and T.O. caisson el. 1.50.
(Refer to Column Grid 25-26 and 29-30)
Change dimension from 30'-8" to read 31'-0".
(Refer to dimension between Column Grid 25 to 0 and
N to 30)
Change dimension from 96'-0" to read 96'-4".
(Refer to Column Grid 37-38 and 41-42)
Change dimension from 30'-8" to read 31'-0".
(Refer to dimension between Column Grid 37, to Wand
V to 42)
Change dimension from 96'-0" to read 96'-4".
(Refer to Columns G-17, G-18 and G-19)
Delete caisson mark C2 and T.O. caisson el. 1.50'.
Change Note: T.O. Cast-In-Place Column El. 11.46' to
read "See Sheet 3.03 for T.O. Caisson and T.O. Cast-In-
Place Column El."
(Refer to Title)
Change title from "Foundation Plan Ground Floor Zone F"
to read "Foundation Plan Ground Floor Zone F
Alternate".
THE NEW MONROE COUNTY DETENTION CENTER 00904-3
BID GROUP ONE ADDENDUM #4-JUlY 2, 1991
DOCUMENT 00904
Drawina No.
3.06
3.06
3.06
3.28
3.30
3.30
3.30
3.30
3.30
3.30
HLM 90007.00
ADDENDUM NO. 4
Revision
At Ha-17, delete caisson, cast-in-place column, caisson
mark and T.O. caisson el.
Add Column Center Line "Hb" 9'-0" southeast on Column
Line "H" and parallel to Column Line "H".
Add 36" round caisson and 30" round cast-in-place
column at Hb-17. Caisson mark "Cl" and T.O. caisson
e 1. 4.00'.
Under "Concrete Notes" Item #3 add the following item:
Structural Slabs: Strength - 5000 PSI
Density - 145 PCF
Under Cast-In-Place Concrete Column Schedule "Note 4",
change: "Ha-17" to "Hb-17".
Under Cast-In-Place Concrete Column Schedule, refer to:
EE-20.6, Ex-20, Ex-20.6, Fb-20.08, Fb-20.6, Fx-20.08,
Fx-20.6. Add: EE-20.
Under Cast-In-Place Concrete Column Schedule, refer to:
Fz-6.3, Fz-6.7, Ga-6.3, Ga-6.7'. Add: H'-16.9.
Under Cast-In-Place Concrete Column Schedule, change:
Dx-19.8, EE-19.8, EE-20 to read Dx-19.8, EE-19.8.
Under Cast-In-Place Concrete Column Schedule, under Dx-
19.8, EE-19.8 and Anchor Bolts, change: "See Detail 16
this Sheet" to read "See Detail 14 this Sheet"
Under Cast-In-Place Concrete Column Schedule, under Dx-
19.8, EE-19.8 and Anchor Bolts, change: 6-1" round A36
to read 4-1" round A36.
THE NEW MONROE COUNTY DETENTION CENTER 00904-4
BID GROUP ONE ADDENDUM #4-JULY 2, 1991
DOCUMENT 00904
ADDENDUM NO. 4
B. Revised Full-Size Drawings: The following are listed as part of this Addendum.
All have been previously issued and are dated July 2, 1991.
DRAWING NUMBER
1.03
1.06
1.08
1.18
3.01
3.05
3.31
TITLE
PRELIMINARY SITE LAYOUT - CENTRAL
ROUGH GRADING AND DRAINAGE - CENTRAL
SITE UTILITIES - CENTRAL
CIVIL DETAILS
FOUNDATION PLAN GROUND FLOOR ZONE A
FOUNDATION PLAN GROUND FLOOR ZONE E
FOUNDATION SECTIONS AND DETAILS
******************
END OF ADDENDUM #4
HLM 90007.00
THE NEW MONROE COUNTY DETENTION CENTER 00904-5
BID GROUP ONE ADDENDUM #4-JULY 2, 1991
SECTION 02100
SITE PREPARATION
D. Additional obstructions exposed as the result of clearing operations
shall be removed.
E. Stockpile topsoil in available area as directed by the Construction
Manager.
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3.3 TREE REMOVAL/PROTECTION
A. Remove trees and shrubs, except those indicated to remain. Removal
includes new and old stumps of trees and their roots, unless doing so
endangers the life of plant material to remain.
B. Trees or shrubs which are to remain in the construction area shall be
protected from damage and maintained in healthy condition throughout
the construction process.
C. Protect the tops, trunks and roots of existing trees on project site
that are to remain. Existing trees subject to construction damage
shall be boxed, fenced or otherwi se protected before any work is
started; remove protection when directed. Do not permit heavy
equi pment or stockpil es withi n branch spread. Remove i nterferi ng
branches without injury to trunks.
D. Trees and palms under 6" in diameter at 12" above finished grade, and
plants indicated to remain which are destroyed or receive excessive
damage during construction, shall be replaced in kind and size.
E. Trees and palms over 6" in diameter at 12" above finished grade which
are destroyed or receive excessive damage during construction shall be
replaced in kind and size, or the following value will be deducted
from monies due the Contractor:
1. $18.00 per cross sectional area in inches at 12" above finish
grade per trunk.
A4 F. Refer te SeetieR 92955 TREE RELOCATION.
#1:
3.4 PROTECTION
1.\4 A. Protect midden area from excavation. , damage aRe ceFlstructiofl
act i 'Jity.
******************** ,
END OF SECTION 02100
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02100-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02211
ROUGH GRADING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Grade sub-soil and reform to grades, contours and levels.
B. Rough grade for roadways, walks, curbs, gutters, parking areas,
landscaped areas, and stormwater ponds.
1.2 EXISTING CONDITIONS
A. Known underground, surface and aerial utility lines and buried objects
are indicated on the Contract Documents.
AI
1.3 PROTECTION
A. Protect trees, plants and lawns, rock outcroppings and other features
remaining as part of final landscaping.
B. Protect bench marks and existing roads, and paving against damage from
equipment and vehicular traffic.
C. Protect aeri a 1, surface, or underground ut i 1 i ty 1 i nes or appurtenances
which are to remain.
D. Protect mi dden area from excavation. aRd damage dt:lc to cql:l i pmcRt aRd
vehicular traffic.
E. Repair damage.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Excavated fill material: Soil free from roots, rocks larger than 3"
and building debris. ,
B. Additional fill material: AASHTO Designation M145, soil classification
group.
PART 3 - EXECUTION
3.1 PREPARATION
A. Establish and identify required lines, levels, contours and datum.
B. Identify and mark entire midden area. No excavation can occur in this
area unless directed otherwise by the Construction Manager.
C. Maintain bench marks, monuments and other reference points.
Reestablish if disturbed or destroyed, at no cost to Owner.
D. Before start of grading, notify all pertinent utility companies 48
hours prior to digging for location of underground utility lines.
Establish the location and extent of utilities in the work areas.
E. Perform grading within contract limits, including adjacent transition
areas to new elevations, levels, profiles and contours indicated.
Provide subgrade surfaces parallel to finished surface grades. Provide
uniform levels and slopes between new elevations and existing grades.
F. Grade surfaces to assure areas dra in away from structures and to
preven.t pond i ng and pockets of surface dra i nage. Prov i de subgrade
surfaces free from irregular surface changes.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02211-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Excavate for structure and paved areas and stockpile subsoil on site.
B. Shore and brace excavations as required.
C. Place and compact fills to rough grade elevations.
D. Dewater excavations.
AI 1:f:lilii~::tfl!~,itinit1:~:Iliilii~!j:9,:::::.1~9~:::::::!in:::::mj:~p:~I~:::~::!n!i~:~1
1.2 REFERENCED STANDARDS
A. Provide and maintain one copy at the site of all referenced
publications for use by site and inspection personnel.
B. ASTM 01557 - Test for Moisture - Density Relationship of Soils Using
10 lb. Rammer in 18 Inch Drop.
C. FOOT - Florida Department of Transportation - Roadway and Traffi c
Design Standards.
1.3 SITE COMPACTION TESTING
A. Testing of compacted fill materials will be performed by an
independent testing laboratory appointed and paid for per requirements
of Division 1. Testing will be performed so as to least encumber the
performance of work.
B. When portions of work are completed and ready for testing, notify the
test i ng 1 aboratory to perform dens i ty tests. Do not proceed wi th
additional portions of work until results have been verified.
C. If, during progress of work, tests indicate that compacted materials
do not meet specified requirements, remove defective work, replace and
retest at no cost to Owner.
D. Ensure compacted fills are tested before proceeding with placement of
surface materials.
E. Testing Frequency
1. Building slab and paved areas: Minimum one test per 2500 sf per
1 i ft.
1. 4 SUBMITTALS
A. Submit minimum 10 pound samples of each type of fill material to be
used. Provide samples to testing laboratory, packed tightly in
containers to prevent contamination.
B. If recent test results are available for fill materials to be used,
di sregard sampl es submi ss i on and submit such test results to the
testing laboratory. Such test results are to clearly indicate types of
materials and composition, hardness, compactability and suitability
for proposed usage.
AI
1.5 PROTECTION
A. Protect trees remaining as part of final landscaping.
B. Protect bench marks and existing roads and paving against damage from
equipment and vehicular or foot traffic.
C. Protect midden area from excavation and damage. fram eqijipmcRt aRd
~e~ieijlar ar feat traffie.
D. Protect excavations by shoring, bracing, sheet piling, underpinning,
or other methods, as required to prevent cave-ins or loose dirt from
falling into excavations.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02222-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
E. Notify Architect of unexpected sub-surface conditions and discontinue
work in area until Architect provides notification to resume work.
F. Grade around excavations to prevent surface water run-off into
excavated areas.
PART 2 - PRODUCTS
2.1 FIll MATERIALS
A. Granular Fill:
1. Gravel: Angular pit run crushed natural stone; free from shale,
clay, friable materials, and debris; graded within the following
1 imits:
Sieve Size
% Passino
2"
I"
3/4"
5/8"
3/8"
No. 4
No. 16
No. 40
No. 200
100
95
95 to 100
75 to 100
55 to 85
35 to 60
15 to 35
10 to 25
. 5 to 10
2. Pea Gravel: Clean natural stone; free from clay, shale and
organic matter; 1/4" to 1/2".
3. Sand: Clean natural river or bank sand; free from silt, clay,
loam, friable or soluble materials, and organic matter; graded
within the following limits:
Sieve Si"ze % Passino
No. 4 100
No. 14 10 to 100
No. 48 15 to 90
No. 100 4 to 30
No. 200 o to 5
B. On Site Soils: limerock material excavated from the site sufficiently
crushed to individual fragment sizes no greater than 2" in size.
C. Fill Under Future landscaped Areas: Free from alkali, salt, petroleum
products. Use sub-soil excavated from site only if conforming to
specified requirements. Silt material excavated from the site is not
acceptable for use in this area.
PART 3 - EXECUTION
3.1 PREPARATION AND LAYOUT
A. Establish extent of excavation by area and elevation; designate and
identify datum elevation.
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02222-2
BID GROUP ONE ADDENDUM #4-JUlY 2,1991
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
A4
Ai!
B. Set required lines and levels.
C. Maintain bench marks, monuments and other reference points.
D. Proofroll all building slab and paved areas with a large vibratory
roller (Dynapac CA-25 or equivalent).
E. Proofrolling of the structure and paved areas shall consist of at
least eight overlapping passes and shall be observed by the testing
1 aboratory .
F. Materials which yield excessively during the proofrolling should be
undercut and replaced with compacted granular or on-site soil fill.
The test i ng 1 aboratory shall recommend the nature and extent of
remedial work. Proofrolling shall continue for the required number of
passes until the soil at a depth of 12 inches below grade has attained
a minimum density of 98% of the modified proctor maximum dry density.
C. PreefrelliRg shall Ret eCCijr withiR the middcR area.
H. Where paved areas occur within the midden, the.,.,~t.~,~",shall be
preloaded. Install three settlement places plii.F.ji~ in the area in
accordance wi th FOOT Index No. 540. Pl ace fi ll'iiiiferl a lover the area
to 5 feet above existing grades. Settlement measurements shall be
taken by the testing lab at least once a week. When the testing
laboratory is satisfied that settlement has decreased to an acceptable
level the fill shall be removed to rou h rade elevations.
:a:,'A,",.
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3.2 EXCAVATION
A. Excavate sub:'soil in accordance with lines and levels required for
construction of the work, and five feet beyond limits of building slab
and paved areas. Excavation limits to include space for forms,
bracing and shoring, applying waterproofing and to permit inspection.
B. Do additional excavation only by written authorization of Architect.
C. Machine slope banks.
D. Hand trim excavations and leave free of loose or organic matter.
E. Correct unauthorized excavation as directed, at no cost to Owner.
F. Stockpile excavated sub-soil for re-use where directed. Remove excess
or unsuitable excavated sub-soil from site.
G. Removal of boulders or buried rock in excess of 1/2 cubic yard may be
authorized as an extra. Other work is deemed to be within the scope
of this Project.
H. Coordinate with cassion work for special requirements and arrangements
regarding excavation to rough out elevations.
I. Do not disturb soil within branch spread of existing trees or shrubs
that are to remain.
J. If necessary to excavate through roots, perform work by hand and cut
roots with a sharp ax.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02222-3
BID GROUP ONE ADDENDUM #4-JULY 2,1991
..
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
At'
K. QY~r!x.f!y'~!j2n=will be required at all BijilaiAg slab aRe ~aved areas
ltiiri.#inait.ilid to remove the silt and peat layer found about 4 to 5
reef'..''helc)'w........E!3tfsting grades. The unsuitable silt and peat material
shall be removed and backfilled with compacted granular or on-site
soil fill. Refer to Geotechnical Report prepared by Westinghouse
Environmental and Geotechnical Services Inc. dated January 15, 1991
for i nformat ion regardi ng the 1 ocat i on and depth of the silt/peat
1 ayer.
L. Where paved areas occur within the midden, no excavation will be
allowed below existing grade.
3.3 BACKFILLING
A. Stockpile fill materials in area{s) designated.
B. Ensure areas to be backfilled are free from debris.
C. Do not backfill over existing sub-grade surfaces which are porous, wet
or spongy.
D. Compact existing sub-grade surfaces if densities are not equal to that
required for backfill materials.
E. Cut out soft areas of existing sub-grade. Backfill with granular or
on site soil and fill compact to required density.
F. Backfill areas to rough grades, contours, levels and elevations.
G. Backfill systematically and as early as possible to allow maximum
time for natural settlement and compaction.
H. Place and compact fill materials in continuous layers not exceeding 6"
loose depth. Use a method so as not to disturb or damage foundation
waterproofing.
1. Maintain optimum moisture content of backfill materials to attain
required compaction density.
3.4 FILL TYPES AND COMPACTION
A. Fill Under Building Slab and Paved Areas: On-site soil or granular
fill to rough grade elevations. Extend a minimum of five feet beyond
the 1 imits of the buil di ng sl ab and paved areas. Compact to 98%
modified proctor per ASTM 0-1557.
B. Future Landscaped Areas: Fill under landscaped areas to rough grade
elevations. Compact to 90% Modified Proctor per ASTM 0-1557.
3.5 SURPLUS MATERIALS
A. Remove surplus earth materials from site as directed by Construction
Manager.
B. Leave stockpile areas completely free of all excess fill materials.
********************
END OF SECTION 02222
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02222-4
BID GROUP ONE ADDENDUM #4-JUlY 2,1991
SECTION 02385
DRILLED CAISSONS
PART 1 - GENERAL
1 . 1 SUMMARY
A. Section Includes:
1. Drilling and excavating of shafts for drilled caissons.
2. Drilling of percussion test holes in bottom of drilled caissons.
3. Cleaning of drilled caisson bottoms and sockets.
4. Test caisson.
5. Steel casings and liners.
6. Drilling mud.
7. Reinforcing and dowels from drilled caissons into walls, grade beams,
slabs and columns.
8. Concrete and concreting of drilled caissons.
9. Disposal of excavated materials.
B. Related Sections:
1. DIVISION ZERO - INFORMATION AVAILABLE TO BIDDERS: SUBSURFACE
INVESTIGATION DATA.
2. DIVISION ONE - TESTING LABORATORY SERVICES
3. SECTION 02222 - EXCAVATION, BACKFILLING AND COMPACTING FOR STRUCTURES
4. SECTION 03300 - CAST-IN-PLACE CONCRETE
1.2 REFERENCES
A. Provide and maintain one copy at the site of all referenced publications
for use by site and inspection personnel.
B. ACI 301 - Specifications for Structural Concrete for Buildings.
C. ACI 315 - Details and Detailing of Concrete Reinforcement.
D. ACI 318 - Building Code Requirements for Reinforced Concrete.
E. EP-15 - ACI Field Reference Manual: Specifications for Structural Concrete
for BUildings with selected ACI and ASTM References.
F. CRSI - Recommended Practice for Placing Reinforcing Bars.
1.3 MEASUREMENT AND PAYMENT
A. Basis of Bids: Bids shall be based on the number of drilled caissons,
length from top elevation to bottom of the shaft and the diameter of the
shaft, as shown on the Drawings.
B. No payment will be made for drilled caisson construction not represented by
a submitted report verified by the testing agency.
C. Basis for Payment:
1. Payment for drilled caissons will be made on the actual net volume of
drilled caissons in place and accepted. The actual length may vary
to coincide with the elevations where the compentent 1 imerock is
encountered. Adjustments to the Contract Sum wi 11 be made on the
basis of the over and under depth differences of the drilled caissons,
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385 DRILLED CAISSONS
between those shown on the Drawings and those in the actual installed
work, in aggregate for all drilled caisson installed.
2. There will be no additional compensation for excavation, concrete
fill, reinforcing, casings or other costs due to unauthorized over
excavating shafts in any dimension. No payment will be made for
rejected drilled caissons.
3. There will be no additional compensation for excavation from present
grade to top of dri 11 ed caisson if dri 11 ed caisson work proceeds
before site work excavation and grading is complete.
4. Excavated materials will be classified in accordance with the
fo11 owi ng. Adjustments to the Contract Sum wi 11 be made in
accordance with unit prices for greater or lesser quantities of
materials.
a. Normal excavation is defined as materials encountered between top
of competant 1 imerock and top of drill ed caissons exc1 udi ng
obstructions.
b. Limerock excavation is defined as material encountered between
founding level and top of competant 1 imerock elevation. All
soil-filled cavities, 1imerock fragments and voids included in
the 1imerock excavation area shall be considered 1imerock for the
full volume of the shaft from the initial contact with 1imerock
for payment purposes. Payment will be based on the total lengths
for drilled caissons in soils and 1imerock, for each drilled
caisson diameter. Top of competant 1imerock elevation is
determined by testing agency's geotechnical engineer.
5. Payment for obstructions as defined herein will be for the volume of
caissons within the vertical limits of the obstructions only. The
top and bottom 1 imits of the obstructions wi 11 be measured by the
testing agency. The payment volume will be the caisson
cross-sectional area as shown on the Contract Documents times the
height between the upper and lower 1 imits of the obstruction as
measured by the testing agency.
1.4 UNIT PRICES
A. Refer to Division One for scope of units prices required of items specified
under this section.
AI!
B. Unit prices (established on the Bid Form) will apply in the event additions
to or deductions from the Work are required and authorized by a written
order from the Architect to Contractor.
1. Unit price is to be the same for overrun and underrun within first 20%
of i nd i cated fiil 1 ength and is to i nc 1 ude drill i ng, cas i ng and
removal, reinfe)"r'c'ing steel and concrete.
2. Unit prices quoted shall include full compensation for labor,
materials, tools, equipment and incidentals required for excavation,
trimming, shoring, casings, drilling mud and other necessary items for
complete installation.
1. 5 SUBMITTALS
A. Submit concrete materials test reports for materials proposed for use in
concrete mixes.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
B. Submit daily preliminary drilled caissons report by Testing Agency of
actual elevation of top of 1imerock and bottom of caisson, and top of
caisson.
C. Submit concrete design mix reports, listing all mixes required and their
respective test results.
D. Submit Shop Drawings for fabrication bending and placement of concrete
reinforcement. Include all accessories required to support reinforcement.
E. Submit Installer Qualifications.
F. Submit load test results signed and sealed by Testing Agency's geotechnical
engineer.
G. Signed and sealed certification letter from Testing Agency's geotechnical
engineer stating drilled caissons as installed will resist the required
designed loads.
H. Submit surveyor qualifications and experience records.
I. Submit copies of manufacturer's product data and printed instructions for
each manufactured product.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Specializing in drilled caisson construction.
Demonstrate experience working in similar soil, rock, and water conditions,
shaft sizes, and special techniques, with at least three years of
successful installation of caissons.
B. Survey Work:
1. Engage a State of Florida regi stered Surveyor acceptabl e to the
Construction Manager, to perform surveys,layouts, and measurements
for drilled caisson work. The Surveyor shall conduct the layout work
for each drill ed caisson to the 1 i nes and 1 eve 1 s requ i red before
excavation, and shall record the actual measurements of each drilled
caissons horizontal axial location, shaft diameter, bottom and top
elevations, and deviations from specified tolerances.
2. The Surveyor shall record and maintain information pertinent to each
drill ed caisson and cooperate with other test i ng and inspection
personnel to provide data for required reports.
C. Caisson Installation Approval:
1. Testing Agency shall employ the services of a professional engineer
experienced in soil mechanics (Geotechnical Engineer) registered in
the State of Florida. This engineer will certify that caissons have
been installed under his supervision and that caissons will reslst the
required design loads as installed.
1.7 JOB CONDITIONS
A. Subsurface investigations have been performed and results are available
from the office of the Construction Manager as specified in Division Zero.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-3
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
B. Additional test borings and other exploratory operations may be made by the
Contractor at no increase to the Contract Sum, provided such operations
are acceptable to the Owner and Architect.
C. Examination of Site:
1. Visit and examine the site and take into consideration conditions that
may affect the Work.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Concrete, and related materials: As specified in Section 03300 and
amended to meet the requirements specified below:
1. Portland cement: ASTM C-150, Type II.
B. Reinforcement: As specified in Section 03200.
C. Concrete proportioning: As specified in Section 03300 and amended below:
1. Cement content: 658 pounds per cubic yard.
2. Fly ash: Replace 22 percent of cement with fly ash at a ratio of one
pound of fly ash for everyone pound of cement removed.
3. Water to cement ratio: .48 maximum.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine the areas and conditions under which drilled caissons are to be
installed.
B. Do not proceed wi th the work unt il unsat is factory cond it ions have been
corrected.
C. Commencement of work means acceptance of conditions.
3.2 GENERAL
A. Perform concrete work in accordance with ACI 301.
At B. Excavation shall be free of wate~ aRe loose material.
AI: C. Do Rot place EI~illea caissoR CORcrete ijRae~ ....atcr.
3.3 EXCAVATION
A. Excavate holes for drilled caissons to the required elevation based on
limerock socket required as shown on the Drawings.
B. Drilled caisson design and dimensions shown are based on the assumed unit
skin friction. If the load test shows that the competent limerock is not
capable of maintaining the unit skin friction assumed, the foundation
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
02385-4
ADDENDUM #4-JUlY 2,1991
JU:
II
II
SECTION 02385
DRILLED CAISSONS
system will be revised as directed by the Architect. If the load test
shows that a higher unit skin friction may be used, a reduction in shaft
length may be directed by the Architect. Revisions to payment will be made
in accordance with the General Conditions relative to changes in the Work.
C. If required, install casings or use drilling mud as excavation proceeds so
that earth walls are maintained without spalling into the shaft and water
is excluded from shaft.
D. Drill through soil overburden and limerock, through the deepest level of
voids or soil filled cavities or sections of decomposed limerock, to the
design bottom of caisson indicated on the Drawings, or as directed by the
Geotechnical Engineer in the field. Provide shafts and sockets with
diameters least equal to that indicated on Drawings.
E. Locate centerl i ne of dri 11 ed cai sson to be on centerl i ne of beari ng
construction, unless otherwise indicated on the Drawings.
1. Do not exceed the following tolerances: Shaft centerline location:
~~HJhl inch maximum variation from plan location. Shaft variation to
plumb..r" 1 inch in 10 feet for full depth (with maximum of 4 inches).
2. If above tolerances are exceeded, provide additional or corrective
construction. Submit proposed corrective construction methods to the
Architect for review before proceeding.
3. The minimum center-to-center spacing between drilled caissons proposed
by the Contractor for corrective work shall be three times the
diameter of the drilled caisson.
F. Installation Equipment:
1. Form by means of a power dri ven rotary foundation dri 11 i ng ri g.
Provide and maintain equipment in first class condition and operable
at all times.
2. Provide equipment capable of penetrating very dense limerock with the
maximum size shaft.
a. Equipment: Able to impress a minimum total weight to the Auger of
20 , 000 1 ~.s...""'.'.~ y.... ,.~..," c:: 9.111.~JTl.~. t..i. 9. r:!.." .9..f..," K~.l..l. y, ... ,B.,~.r., ...W.~. i ,9, h.. t."". ~ f.I <;1."" ~ Y.:9.'tI9
i'j,:i~;J.:J:ylllll~~!::::::@P~~:OO:::::!::tm1::n:~:mYm:::::S;g:i::g,g,:~~:::::iq9E::::::p~:qn~:~::::::p:i::::::h9n9qij::::::~g
t:J. A.""T..~..'i.'.,RrArRiijlR 5Q,9Q9 feetel:lASS ef tar l:Ie ta the Kell . bar.
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G. Obstructions:
1. If rock, boulders or other unforeseen obstructions are encountered
which cannot be removed by standard drilled caisson excavation methods
and if such obstructions are not indicated by available subsurface
data, removal of such obstructions will be paid for in accordance with
terms of the Contract relative to changes in the work. Standard
excavation methods include conventional earth auger, pengo bit,
stepped taper bit, teeth on auger or other attachments to auger.
2. Remove such obstructions by hand labor using air-powered tools, core
barrels with drilled caisson drilling equipment or other safe methods
recognized in the construction industry. The Testing Agency will
observe obstruction excavation and determine volume of obstruction
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-5
BID GROUP ONE ADDENDUM #4-JULY 2,1991
At:
.:1.:
SECTION 02385
DRILLED CAISSONS
excavation involved at the time the work takes place.
3. Where possible, return to standard excavation methods after
obstruction is removed.
H. Demolish and remove rock, boulders, concrete, masonry and other
subsurface obstructions which are indicated by the Contract Documents, or
the available subsurface exploration data.
I. Shaft Liners or Casings:
1. In drilling the caissons, securely protect the earth walls against
cave-ins and displacement of the surrounding earth by means of steel
cylinder liners or casings. Use liners or casings to line holes,
.~.oJ.~~,s.,...P~r.!!Ijssion is granted for their omission by. the ProfcssioAal
~QJ.ge.nri'i'i!a.l: Engi neer.
2. Tiii11'p'(j'rifY..."..c.as i ngs may be 1 eft in place or may be wi thdrawn as the
concrete is pl aced above competent 1 imerock, at the Contractor's
option.
3. Below competent limerock, temporary casings must be withdrawn as the
concrete is placed. Permanent casings are not allowed below competent
1 imerock.
4. If removable steel 1 iners are used, they may be withdrawn as the
concrete is being placed providing the bottom of the 1 iner is a
minimum of 5 feet below the top of concrete. Maintain a sufficient
head of concrete to prevent a reduction in the diameter of the drilled
ca i sson shaft due to earth pressure on the fresh concrete and to
prevent extraneous material from falling in from the sides and mixing
with the fresh concrete.
J . Dr i 11 i ng Mud: ..,.,..'..,.,',.,'.'...............,....',..',,'.',..'.".'.,.
1. Previae M#.Mffil.09!gg to maintain the stability of the shaft excavation
te exc lti(Jc....free..'~iatcr and a 11 ow the proper placement of co.ncrete.
2. Prior to placing concrete in each excavation, take samples to ensure
that heavily contaminated drilling mud, which would impair the free
flow of concrete from the tremie pipe, has not accumulated at the
bottom of the shaft. Take samples one foot from the bottom the hole.
The density of the drilling mud in the excavation prior to concreting
shall be within the required limits.
K. Depth of rock socket: Bottom of caisson elevations indicated on the
Drawings are for bidding purposes. Actual elevations will be determined
by the geotechnical engineer and the Architect.
L. No payment will be made for the extra length, when drilled caisson shafts
are excavated to a greater depth than requi red or authori zed by the
geotechnical engineer, due to overdrilling by the Contractor. Complete the
drilled caisson and fill the extra depth with concrete, if all other
conditions are satisfactory. Over excavated shafts will be measured and
paid for to the original design or authorized depth.
M. Take precautions to maintain a safe operation in connection with drilled
caisson installation. Provisions for adequate protection to persons and
property shall comply with applicable requirements Qf governing authorities
having jurisdiction.
N. Remove excavated material and dispose of as directed by Construction
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-6
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
Manager.
3.4 PERMANENT STEEL CASINGS: CONTRACTOR OPTION
11:
A. Provide above competent limerock.
B. Provide casings of sufficient strength to withstand handling stresses and
pressures from surrounding soil and water or concrete inside. Provide
casings with inside clear diameter not less than the diameter of the
drilled caisson shaft.
C. Steel Pipe Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Casings may be delivered in section of any convenient length. Connect
sections by continuous penetration welds during placement into the
drilled caisson shaft excavation.
3. Des i gFl the bottelR eage of the 1 O~Jest eas i Fig sect i OFl to pravi de a
Cl::ltt i Fig shoe far peFletrat i FIg i Flte 1 ilRerack strata aFla affect i FIg a
water seal.
r:::~!:
D. Corrugated Steel Casings:
1. Watertight, strength to withstand stresses and pressure of concrete,
surrounding earth and backfill.
2. Provide corrugated steel casings formed of galvanized or bituminous
coated steel sheets.
3. Corrugated casings may be del ivered in any convenient section of
panel, with sections or panels field-connected in accordance with
the manufacturer's instructions.
4. Des i gFl the bettelR ea~e af the 1 e',Jest cas i FIg seet i OR te previ ae a
Cl::lttiFlg shoe fer peflet!"atiRg iFlte lilRerock strata aFld affeetiFlg a
wate!" seal.
E. Install permanent steel casing as excavation work progresses and as
required to ensure the stability of drilled caisson shaft walls. Remove and
replace or repair casings which are damaged during installation and which
could impair the strength of efficiency of the completed drilled caisson.
A1' 3.5 DRILLING MUD:ffi::::::::::::::!:~~llitlsillgB:~:~:::i:~~~:~I~
A. Premi x drill i ng mud thoroughly with c1 ean potab1 e water pri or to its
introduction into the shaft excavation.
B. Test drilling mud for density using the mud density balance. Density to be
between 66 and 75 pounds per cubic foot.
C. Dispose of drilling mud off-site.
~1: g:;,:::::::::::::::I:li:,,::Ii::::::il~~i!::::::lii,,::::il~~U:j::la:p9.:::::@99:f:
3.6 REINFORCING STEEL AND DOWELS
A. Install in accordance with ACI 315 and CRSI "Recommended Practice for
Placing Reinforcing Bars".
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-7
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
B. Before placing, clean reinforcing steel and dowels of loose rust, scale,
dirt, grease and other material which impair bond.
C. Fabricate and erect reinforcing cages in shafts as one continuous unit.
Place reinforcement symmetrically about axis of hole and hold in position
during concrete placement providing minimum 6 inches of concrete cover.
D. Use templates to set anchor bolts, dowels, 1 eve 1 i ng p 1 a tes and other
accessories. Provide blocking and holding devices to maintain required
position during concrete placement.
E. As casing is withdrawn, take care to ensure reinforcement is not disturbed
or exposed to the surrounding soil. Securely attach spacers, capable of
sliding on the casing, to the reinforcement.
F. Protect exposed ends of dowels and anchor bolts from mechanical damage and
exposure to the weather.
3.7 CONCRETE PLACEMENT
A. Special observation is required during placement of concrete to ensure the
drilled caisson is installed without cavities and extraneous material and
to ensure minimum diameter is maintained.
B. Fill drilled caisson with concrete immediately after inspection and
approval by the Testing Agency and the Architect. Use protection sheets
cut out to receive concrete over excavation openings, extending at least 12
inches beyond edge in all directions.
C. Pl ace concrete cont i nuous 1 y wi thout interrupt i on and in a smooth flow
without segregating the mixed materials.
D. Pl ace excess concrete where temporary cas i ngs are used to allow for
anticipated slump due to casing removal.
E. Concrete shall be placed by tremie method such as gravity flow through a
vert i ca 1 pi pe of suffi ci ent 1 ength to reach the bottom of the drill ed
caisson. Control placement operations to ensure that the tremie is not
broken during continuous placing from bottom to top. Maintain bottom of
tremie below top of concrete.
F. Vibrate the top 15 feet of the drilled caisson concrete.
G. Remove segregated concrete and laitance as the concrete placement for each
drilled caisson is.being completed, to achieve a continuous column of good
quality concrete up to design cut-off elevation.
H. Place drilled caisson concrete monolithically. If a construction joint is
unavoidabl e, 1 eave the resulting shaft surface approximately 1 evel and
insert additional dowels as required by Architect. Before completing the
drilled caisson with a subsequent concrete placement, roughen and clean the
joint surface and slush with a 1 to 1 cement grout.
I. Stop the concrete placement at the cut-off elevation, screed off true and
level and apply a scoured, rough finish, unless otherwise indicated.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-8
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
Where cut-off elevation is above ground elevation, form the top section
above grade and extend the shaft to the required elevation.
J. Hot Weather Placing:
1. When hot weather conditions exist that would seriously impair the
quality and strength of concrete, place concrete in accordance with
ACI 305 and as herein specified.
2. Cool ingredients before mixing to maintain concrete temperature at
time of placement below 90 degrees F. Mixing water may be chilled, or
chopped ice may be used to control the concrete temperature provided
the water equivalent of the ice is calculated to the total amount of
mixing water.
3. Place concrete immediately upon delivery. Keep exposed concrete
surfaces and formed shaft extensions moist by fog sprays, wet burlap
or other effective means.
4. Do not use retarding admixtures unless approved in writing by the
Architect.
3.8 FIELD QUALITY CONTROL
A. The Contractor is responsible for quality control.
1. Inspection or testing by the Owner does not relieve the Contractor of
his responsibility to perform the Work in accordance with the Contract
Documents.
B. Quality Control Monitoring:
1. Refer to Division One - Testing Laboratory Services.
2. The Owner will employ a Test i ng Agency to perform fi e 1 d qual ity
control tests for concrete and monitor drilled caisson installation.
I
3. The Owner's Testing Agency will employ a qualified professional
Geotechnical Engineer registered in the State of Florida who will
observe caissons drilling, cleaning, concreting work and determine
bottom elevation of caisson.
C. Drilled Caisson Reports
1. Records shall be maintained by both the Testing Agency and the
Contractor for each installed drilled caisson.
2. Assist the Testing Agency making the necessary measurements and
observations, and maintain Contractor's records as required for
preparation and submission of complete reports on drilled caisson
construct ion. Submit a separate report for each drill ed caisson.
Submit each report within a period of ten days after final concreting.
3. As a minimum, include the following information on each caisson:
a. Identification of drilled caisson by number, type and location.
b. Type of equipment used.
c. Times when drilled caisson excavation was started and completed.
d. Design and actual shaft diameters drilled.
e. Ground elevation at drilled caisson location.
f. Design and actual elevation of top and bottom of drilled caisson.
g. Assumed (design) elevation of top of compentent limerock at
drilled caisson location.
h. Actual elevation of top of compentent 1imerock.
i. Design and actual elevations to top and bottom of drilled caisson
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-9
BID GROUP ONE ADDENDUM #4-JULY 2,1991
D. Inspection and Testing
1. Contractor shall install and load test one test caisson in a location
acceptable to the Architect. Test caisson conditions shall be as
similar as possible to actual caisson conditions. High early strength
concrete may be used for the test caisson only. Install reaction
caissons as required to load test caisson to failure in tension. The
Geotechnical Engineer will witness the test. Geotechnical Engineer
will determine actual unit skin friction. Do not use test caisson or
reaction caissons in the Work.
2. The Testing Agency will witness the placing of the concrete.
3. At the bottom of ~ j:~:~::::mlnjilii(:t:o.~~t::~:::twen~iItpgre.:~ijt::::::::llf:~:I:jhi dri 11 ed
ca i sson:" dri 11 a 2 i n'Ch"'."'.'"d'fi'iilefe'f.""., 'fe.sr.'.....l! 6re."...'..' rn........'.ffi'e'.......'.f.o'Elt. wi th an
airtracK drill to a depth of ten feet to indicate whether the drilled
l:i:~:l~i:i:ijg:t:I:f:j::~:::::iit~i::i~~ei:~~~,,::::rf~i:'rjf.iiil~illl.lli:i'IIII~,III~'.:i:i'~!
geofe'c'hn'i'c.al".'.e.ri.g.i'nee'ruum'a:Y'"'uoider""addi li'onal"'dd 'l'l''i'n!iu'ofu'l h'e"'dr i 11 ed
caissons to a lower elevations.
a~.I..
4. Drill the two-inch diameter test holes by air track drill rig from the
ground surface. No observation of the test hole will be required, and
the quality of limerock below the drilled caisson bottom will be
judged from the time rate of percussion drilling and other
observations such as dropping of rods. Clean the limerock socket
~Aeer water ~iith a Br~sh s~bstit~tiA~ fer the a~ger Bit at the Bettem
~~al_~
SECTION 02385
A1"
AI
AI
HLM 90007.00-1
DRILLED CAISSONS
j.
k.
1.
socket.
Volumes of soil and rock excavated.
Lengths of probe hole drilled, and time to drill each foot. The
depths and thicknesses of any soft seams.
Levelness of shaft bottom.
Statement of type, length, diameter and elevation of any casing
permanently installed in the excavation.
Groundwater conditions.
Date when excavation was approved for installation of concrete.
Date when concret i ng was performed. I nc 1 ude any delays in
concreting and report construction joints in shafts.
Quantity of concrete used, including amounts over or under design
volume.
Date when drilled caisson construction was completed.
Centerline location at top of drilled caisson.
Variation of shaft from plumb.
Remarks on unique or unusual events or circumstances concerning
drilled caisson installation.
Report weather conditions and temperature.
m.
n.
o.
p.
q.
r.
s.
t.
u.
v.
THE NEW MONROE COUNTY DETENTION CENTER 02385-10
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02385 DRILLED CAISSONS
a. Test concrete as per Section 03300 Cast-In-Place Concrete except
that take four cylinders for every 100 cubic yards of concrete
and not less than four cylinders on any given day.
********************
END OF SECTION 02385
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-11
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02510
ASPHALTIC CONCRETE PAVING
B. Test Reports showing materials to be used for base course meet
specification requirements.
1.5 JOB CONDITIONS
A. Give adequate advance notice to public municipalities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known by on-site inspection prior to commencing work that are
indicated to be retained, as well as utility lines constructed during
excavation operations. Repair if damaged, at no additional cost to
the Owner. If utility lines are encountered that were not indicated
or that the Contractor was not made aware of after due diligence on
his part, notify the Construction Manager and Architect immediately.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Asphaltic Concrete:
1. Asphaltic concrete pavement shall conform to FOOT Section 331,
Type S-1 asphaltic concrete, except Section 331-6.
2. Prime and tack coats shall conform to FOOT Section 300 except
Section 300-8 and 300-9.
B. Soil Cement Base Material
1. Meet or exceed the requirements of F.D.O.T. Section 270-2.
2. Minimum 7 day compressive strength of 400 psi.
'."1: C. Stal;)ilized Base Cel:.lrse Materials
1. Stabi1iziAg ease eSl:.Irse ffiateria1s shall eeAferffi te FOOT SeetieA
~
D. Plant Methods and Equipment
1. Plant and methods of operation shall conform to FOOT Section 320.
Ait
PART 3 - EXECUTION
3.1 PREPARATION
A. Ensure site grading has brought subgrade to required compaction and
elevations in accordance with Section 02211 - ROUGH GRADING and
Section 02222 - EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES.
3.2 INSTALLATION
A. Soil Cement Base
1. ~~~;;Ir~n~h~~~ Cf~fOiiQ:~I5.~DOT Sect ion 270 except Sect ions 200 14
B . Pr i me"...Ina..".'j ac k Coat.......'...'..'.."'.."....""".
1. All work shall conform to FOOT Section 300 except Sections 300-8
and 300-9.
C. Placement of Asphaltic Concrete
1. All work shall conform to FOOT Section 320 and 330 except Section
330-15.
********************
END OF SECTION 02510
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02510-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02644
WATER MAINS
3.4 DISINFECTION
A. After satisfactory hydrostatic test is obtained and before the water
distribution system is placed in service it shall be disinfected in
accordance with AWWA Specification C601 and C651,(tablet method alone
is not acceptable); and, its disinfection shall be demonstrated by
bacteriological tests conducted in accordance with "Standard Methods
for Examination of Water and Sewage" for the coliaerogenes group, by
an approved laboratory, acceptable to the County Health Department
having jurisdiction.
B. The chlorine treated water shall remain in the main at least 24 hours,
and at the end of that time the chlorine residual at pipe extremities
and other representative points shall be at least 10 ppm. If the
chlorine residual shall be less than 10 ppm, at the end of 24 hours
further application of chlorine shall be made and the retention period
repeated until the required 10 ppm residual is obtained.
C. Following chlorination, all treated water shall be thoroughly flushed
from the main until the replacement water throughout its length shall
upon test, both chemically and bacteriologically, be proven equal to
the water quality in the source water supply system.
D. Should the initial treatment of all or any section of the mains, in
the opinion of the governing agency or Architect prove ineffective,
the ch 1 ori nat i on procedure shall be repeated unt 11 confi rmed tests
show that water sampled from the new mains conforms to the foregoing
requirements.
3.5 CONNECTION TO EXISTING SYSTEM
A. All connections to existing mains shall be made after complete
di s infect i on of the proposed system and shall be made under the
direction of the Owner's of the existing system. Valves separating
the mains being installed from existing mains shall be operated by or
under the direction of said Owner's Representative.
B. In the event the Owner will be without water while a connection is
being made, notify the Construction Manager and Architect in advance
when the water will be turned off and when service will be resumed.
The connections may have to be made at night or on weekends.
14
********************
END OF SECTION 02644
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02644-7
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02685
GAS DISTRIBUTION SYSTEM
PART, 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Natural Gas System
1.2 QUALITY ASSURANCE
A. Work shall conform to National, 'State, County, City, and Institutional
codes governing installation of site gas piping systems.
B. Testing Lab: Refer to DIVISION ONE - TESTING LABORATORY SERVICES for
selection and payment.
1.3 JOB CONDITIONS
A. Give adequate advance notice to public municipalities and private
utility companies of proposed work.
B. Protect existing utilities indicated or the location of which are made
known to the Contractor prior to excavation and that are indicated to
be retained, as well as utility lines constructed during excavation
operations and repair if damaged at no cost to the Owner. If utility
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect immediately. Repair said damaged lines immediately and
contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and the Architect prior to disruption of traffic flow due to
excavation of road and walkways incidental to work of this Section.
D. Barricade open excavations occurring as part of this work and post
with warning lights. Operate warning lights as recommended by
authorities having jurisdiction. Protect structures, utilities,
sidewalks, pavements and other facilities from damage caused by
settlement, lateral movement, undermining, washout and other hazards
created by earthwork operation.
:~:'f:'
~~:
.'l"".""':j:'........,"S...'.:t:tB'. ul...!i!!:or.'ii::t."..S..'
i: ~~it~mm~?r ":U . I~: :i~ti:~:F.:M:r ":
PART 2 - PRODUCTS
2.1 MATERIALS
A. Per local Gas Company requirements.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02685-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
~~
SECTION 02685
GAS DISTRIBUTION SYSTEM
PART 3 - EXECUTION
3.1 INSTALLATION
A. Installation shall be per local Gas Company requirements.
********************
END OF SECTION 02685
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02685-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02730
SANITARY SEWERAGE
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Sanitary Sewer System
1.2 QUALITY ASSURANCE
A. Work shall conform to National, State, County, City, and Institutional
codes governing installation of site sewer systems.
B. Testing Lab: See Division One - TESTING LABORATORY SERVICES for
selection, payment, and usage of this service.
1.3 SUBMITTALS:
A. Submit a letter of certification describing each sample for review
certifying that the materials or equipment submitted complies with the
requi rements. The source of cert ifi cat ion shall be as approved by
authority having jurisdiction. When statements on certificates
originate with the manufacturer, endorse all claims and submit written
cert i fi cat i on from the Contractor. No materials or manufactured
products shall be incorporated in the work prior to authority having
jurisdiction receipt of such certification. Shop drawings shall also
be submitted for all items covered in this section.
B. Comply with requirements of Division One - PROJECT RECORD DOCUMENTS.
Include the location of structures, and pipe invert elevations.
C. Test Reports
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Protect materials of this Section and to protect installed work and
materials of other trades. I
B. Protect stored material furnished and accepted for the work intended.
Excavated materials and backfill materials shall be kept free from
dirt and foreign matter contamination.
C. Access and storage areas shall be returned to normal usable condition
at end of project.
1.5 JOB CONDITIONS
A. Give adequate advance notice to pub1 ic municipal ities and private
utility companies of proposed work.
B. Protect existing util ities indicated or the location of which are made
known by on-site inspection prior to excavation that are indicated to
be retained, as well as utility lines constructed during excavation
operat ions. Repair if damaged at no cost to the Owner. If ut il ity
lines are encountered that were not indicated or that the Contractor
was not made aware of after due diligence on his part, notify the
Architect immediately. Repair said damaged lines immediately and
contract price will be adjusted in accordance with the provisions of
the Contract.
C. Adequate advance notice shall be given interested governmental
agencies and Architect prior to disruption of traffic flow due to
installation of sanitary sewer system of this Section.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02730-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02730
SANITARY SEWERAGE
1.6 EXCAVATION AND BACKFILL
A. All excavation, preparation of pipe bedding, backfilling and related
work shall conform to the requirements of Section 02226 - EXCAVATING,
BACKFILLING AND COMPACTING FOR UTILITIES.
PART 2 - PRODUCTS
2.1 SANITARY SEWER
A. PVC Pipe:
1. SDR35 type PSM conforming to ASTM 03034 for sewer service 4 inch
and larger.
2. Installed in Class I or Class II embedment material in accordance
with ASTM 02321.
B. Ductile Iron Pipe:
1. Conform to ANSI A21.51, Class 53 with bituminous coating on
outside surface. The interior surface of all ductile iron sewer
pipe with a nominal diameter of eight inches (8") and larger:
lined with virgin polyethylene compounded with carbon black to
resist exposure to ultraviolet rays during open air storage. The
lining shall comply with ASTM 01248 latest revision. The
polyethylene shall be fused to the pipe with heat in accordance
with the manufacturer's recommendations to form a tightly bonded
lining approximately forty mils thick, extending from the spigot
end to the gasket seat in the bell socket.
2. Joints: conform to ANSI A21.11 push-on or mechanical joints,
plain tip neoprene gaskets unless noted otherwise.
C. Pi pe Adapter: ,
1. Donut pipe adapter: manufactured from virgin polyvinyl chloride
or polyurethane adaptable to similar or dissimilar pipes of the
same or different sizes. Donuts: equal to FERNCO JOINT SEALER
COMPANY, DICKEY COMPANY, or as approved by local plumbing codes.
2.2 SERVICE CONNECTIONS
A. Openings for connections to sewers: as indicated. Standard wye branch
or tee shall be used. Openings: placed approximately 300up from
horizontal position, never in a vertical position. Place and tamp
concrete with a compressive strength of 3000 pounds per square inch at
28 days around connections for rigid pipe. Close the opening with a
suitable water tight stopper. The joint to receive plug or riser pipe
shall be compression type.
B. The wye branches or openings shall be fitted with long radius elbow
and extension made therefrom. No wye or opening or extension shall be
covered with earth until its location has been recorded.
C. Furnish and place pipe risers extending from the branch openings of
the sewers up to within 8'-0" of the grade or to intercept existing
building connections. These risers shall be laid up and held in place
in a substantial manner and surrounded by concrete with a compressive
strength of 3000 pounds per square inch at 28 days or angular 1/4" to
1-1/2" graded stone. Openings in the top of riser pipes not connected
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02730-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02730
SANITARY SEWERAGE
to live leads shall be closed by means of water tight stoppers that
are capable of withstanding an air test.
D. Install pipe with approved compression type joints to within 5'-0" of
the building. leads: laid on a minimum uniform slope of 1/8" per foot
unless a slope is indicated on the Drawings. Provide a temporary plug
at the end of pipe until the building waste system can be connected to
the sanitary sewer.
PART 3 - EXECUTION
3.1 CONCRETE ENCASEMENT
A. Provide concrete encasement using concrete with a compressive strength
of 2500 pounds per square inch at 28 days where:
1. The sewer or service pipe shall have less than 2'-6" of cover
between the top of the pipe and the rough grade elevation or
ground line.
AI 2. TRe saRitayy se~~eY ay se...vi ce pi pe cresses e':e..., ell' at a scptR
wRicR prevides less tRaR l' 6" clear aistaRce ~et~eeA pipes ~hcA
crassiAg ~Ader ~ater ffiaiAs. EAcaseffieAt sRa11 exteAd a ffiiAiffiijffi af
10' Qn aA eachsiele af the paiAt af crassiAg.
AI
1.1
3. TRe lateral separatiaA af the saAitary se',:e... pipe aAe! petab1e
water pipiAg is less thaA 10' Q".
4. The points of beginning and ending of sewer, or service pipe
encasement shall be not more than 6" from a pipe joint to protect
the pipe from cracking due to uneven settlement of its foundation
or the effects of superimposed live loads.
3.2 CONNECTIONS TO EXISTING SEWER STRUCTURES AND SEWERS
A. Vari ous sewer 1 i nes shall be connected to exi st i ng manholes and
structures which will require cutting into the existing structure.
Line drill existing structure on 4" centers before breaking out
concrete. Exercise care in cutting into the existing structure and
any damage done to the structure shall be repaired at no expense to
the Owner.
II
3 . 3 ~RQ.~.~J ~.G...Q.f.....~.~.~.nAR.y",,$,~.W~R...AN.P..,.WAI.~.R.."'.~JN~.....,.,..,............"",.,....,.',.,....'"",...",.....,.",....,.."",.,....""", .....,
HlM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02730-3
BID GROUP ONE ADDENDUM #4-JUlY 2,1991
SECTION 02730
SANITARY SEWERAGE
3.4 TESTS, INSPECTION AND ACCEPTANCE OF MATERIALS AND WORKMANSHIP
A. Lamping of the completed sewer system as well as infiltration and
exfiltration tests will be performed after complete backfilling and
the 1 ayi ng of the roadway base. A fi na 1 inspection will be held
after the roadway is completed to verify that the system has not been
damaged. All lines and appurtenances not meeting specifications or
reasonable standards shall be repaired or replaced.
B. Each manhole or other appurtenance to the system shall be of the
specified size and form, be watertight, neatly and substantially
constructed with the top set permanently to exact position and grade.
All repairs shown necessary by the inspection are to be made; broken
or cracked pipe replaced; all deposits removed and the sewers left
true to line and grade, entirely clean and ready for use.
C. All sanitary sewers shall be lamped. The lamping will determine that
the lines have been laid to accurate line and grade. Each section of
the sewer is to show on examination from either end a full circle of
light between manholes.
D. Infiltration and Exfiltration Testing:
1. All sanitary sewers shall be subjected to an infiltration or
exfiltration test, or a combination of same, prior to acceptance
by the Owner and governmental authority. All sewers over 24"
diameter shall be subjected to infiltration tests.
2. All sewers of 24" diameter or less, where the ground water level
5'-0" above the top of the sewer shall be subjected to infiltra-
tion tests.
3. All sewers of 24" diameter or less, where the ground water level
is less than 5'-0" above the top of the sewer shall be subjected
exfiltration tests. ,
4. If an exfiltration test is performed, the maximum exfiltration
rate shall be the same as that permitted for infiltration.
5. For the purpose of exfiltration testing, the internal water level
shall be equal to the external water level plus 5'-0" as measured
from the top of the pipe.
E. Test PVC pipe for excessive deflection by passing a mandrel through
the line. The mandrel shall be a "go/no go" type with a diameter
equal to 95% of the inside diameter of the pipe. Any section of pipe
not passing this test shall be excavated and installed properly.
F. Within a reasonable length of time following pipe-laying and back-
filling, complete all work necessary to perform testing. Perform all
necessary preliminary tests and make all necessary repairs, including
the repair of all visible leaks and cracks, and retests to ready the
sewers for final inspection and witnessing of tests by the Owner or
governmental agency.
G. If a sewer fails to pass the previously described tests, the
Contractor shall determine the location of the leaks, repair them and
retest the sewer. The test. shall be repeated until satisfactory
results are obtained.
I. Method of testing and measurement shall be approved by the
Governmental Agency. Provide necessary equipment and labor for making
tests.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02730-4
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02730
SANITARY SEWERAGE
J. Chemi ca 1 or cement grout i ng will not be cons i dered an acceptable
method of repa i ri ng 1 eaki ng pi pe, joi nts, or structural failures,
except where specifically approved by the Governmental Agency.
K. Where ground water conditions require dewatering operations in order
to construct sewers of 24" diameter or smaller, perform preliminary
exfiltration tests after backfilling and while the dewatering
equipment is still operating.
L. Where preliminary acceptance tests have been performed shortly after
sewer construction, such tests will not automatically result in
acceptance of the sewer. F i na 1 acceptance will not be con s i dered
until after a reasonable length of time following pipe laying and
backfilling to allow as much as possible for development of the earth
load on the pipe.
M. Maximum allowable infiltration shall not exceed 100 gallons per inch
of diameter per mile of pipe per 24 hours for the overall project.
Maximum allowable infiltration shall not exceed 200 gallons per
inch of diameter per mile of pipe per 24 hours for any individual run
between manholes.
3.5 CLEAN UP
A. Upon completion of work of this section, leave all components of the
sewage system completely free of silt, debris and obstructions.
********************
END OF SECTION 02730
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02730-5
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING (ALTERNATE)
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Sub-grade preparation.
B. Concrete paving with reinforcement.
1.2 ALTERNATE
A. Refer to Document 0 and Division One for Alternate Number 5-01 for
Asphalt Paving.
1.3 INSPECTION AND TESTING
A. Inspection and testing of concrete will be performed by Testing
Laboratory in accordance with Division One.
B. Three (3) concrete test cylinders will be taken for every 75 or less
cu. yds. of concrete placed.
C. One (1) slump test will be taken for each set of test cylinders taken.
PART 2 - PRODUCTS
2.1 LIMEROCK BASE MATERIAL
A. Material shall meet the requirements of FDOT Section 911 except 97%
shall pass the 3-1/2" sieve and shall contain no more than 0.5%
organic material or objectionable matter as defined in Section 911.5
2.2 CONCRETE MATERIALS
A. Portland Cement: ASTM C150; normal-type I.
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean and free from injurious amounts of oil, alkali, organic
matter, or other deleterious material.
D. Air Entrainment: ASTM C260.
2.3 REINFORCEMENT
A. Reinforcing Steel: 60 ksi yield strength; deformed billet steel bars;
ASTM A615; plain finish; #5 size.
2.4 FORMWORK AND ACCESSORIES
A. Formwork: Matched, tight fitting and adequately stiffened to support
weight of concrete without deflection detrimental to tolerances and
appearance of concrete.
B. Joint Filler: Minimum 1/2 inch thick asphaltic impregnated
fiberboard.
C. Concrete Curing Compound: Chlorinated rubber type; clear color; ASTM
C308.
2.5 CONCRETE MIX
A. Mix and proportion to produce minimum 3000 psi concrete at 7 days with
maximum slump of 3 inches and 4 to 6 percent air entrainment. ASTM
C94.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02520-1
BID GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02520
PORTLAND CEMENT CONCRETE PAVING (ALTERNATE)
PART 3 - EXECUTION
3.1 PREPARATION OF SUB-GRADE
A. Ensure rough grading has brought sub-grade to required compaction and
elevations.
B. Fill soft spots and hollows with additional fill.
C. Level and compact sub-grade, to 98% Modified Proctor.
3.2 FORMING
A. Form vertical surfaces to full depth and securely position to required
lines and levels. Ensure form ties are not placed so as to pass
through concrete.
B. Arrange and assemble formwork to permit easy dismantling and
stripping, and to prevent damage to concrete during formwork removal.
3.3 PLACING REINFORCING
A. Reinforce concrete where indicated. Allow for minimum 2 inch concrete
cover.
3.4 FORMING JOINTS
A. Place joints where indicated.
3.5 PLACING CONCRETE
A. Pl ace concrete, screed and float surfaces to a smooth and un Horm
finish, free of open texturing and exposed aggregate.
B. Avoid working mortar to surface.
C. Provide exposed surfaces with broom finish.
D. Ensure finished surfaces do not vary from true lines, levels or grade
by more than 1/8 inch in 10 feet when measured with straight edge.
E. Apply curing compound on finished surfaces immediately after
placement. Apply in accordance with manufacturer's instructions.
*********************
END OF SECTION 02520
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02520-2
BID GROUP ONE ADDENDUM #4-JULY 2,1991