08/07/1991 Agreement
Contract Documents
Contract No. KJ-03. Concrete Foundations
D.L.Porter/Rosasco Construction
Table of Contents
I. Contract Aqreement
A. AlA Document AIOl/CM
B. Public Construction Bond
C. Certificates of Insurance
II. Submitted Bid Proposal bv D.L.Porter/Rosasco Construction
III. Bidding Documents
A. Volume I, Bid Group 1 Bid Documents
B. Volume II, Bid Group 1 Technical Specifications
C. Addendum No. 1
D. Addendum No. 2
E. Addendum No. 3
F. Addendum No. 4
FROM:
Ihmnu ~. lCo14agr
Clerk of the Circuit Court
500 Whitehead Street
Key West, Florida 33040
TO:
1 : .
:JNOW
\
1,)
\. 0: llV II d3S l6.
uuOJJ8 dO j U3l:j
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
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; B141/CM, 1980; and B801, 1980,
AGREEMENT No. KJ - 003, Bid packaqe 7 - Concrete Foundations
made as of the
Hundred and Ninety-One.
day of
in the year of Nineteen
BETWEEN the Owner: Board of County Commissioners
Monroe County
500 Whitehead Street
Key West, Florida 33040
and the Contractor:
Rosasco Construction, Inc.
D.L. Porter Construction, Inc.
A JOINT VENTURE
2601 N. Roosevelt Blvd.
the Project: Key West, Florida 33040
New Monroe County Detention Facility
Stock Island, Key West, Florida 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 Avenue, N,W" Washington, D,C. 20006, Re-
production of the material herein or substantial quotation of its provisions without written permission of the AlA violates the
copyright laws of the United States and will be subject to legal prosecution,
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIAil!> . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" N,W" WASHINGTON, D,C. 20006
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 insert the caption descriptive of the Work as used on other Contract Documents.)
Bid Group lr Bid Package 7, Concrete Foundations
ARTICLE 3
TIME OF COMMENCEMENT AND SUBSTANTIAL 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 insert any special provisions for liquidated damages relating to failure to complete on time,)
the time indicated in Section 00350, Milestone Schedule.
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT' CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIA~ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" N,W" WASHINGTON, D,C. 20006
A101/CM -1980 2
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
Four Hundred Forty Thousand, Seven Hundred Fourteen Dollars, and
No Cents.............................................. $ 4 4 0 , 714 .00 .
The Contract Sum is determined as follows:
(State here the base bid or other lump sum amount, accepted alternates and unit prices, as applicable,)
A.
Base Bid
.............................. .
........$440,714.00
ARTICLE 5
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 Twen t y- F i f th (25 yJay of each
month as follows:
Not later than Thirty ( 30 )days following the end of the period covered by the Application for Payment,
Ninety percent (90 %) of the portion of the Contract Sum properly allocable to labor, materials and
equipment incorporated in the Work and Ninety percent ( 90%) of the portion of the Contract
Sum properly allocable to materials and equipment suilably 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 Hundred percent ( 1 0 ~/o) of the Contract Sum, less such amounts as the Architect shall determine for
all incomplete Work and unsettled claims as provided in the Contract Documents,
(II not covered elsewhere in the Contract Documents, here insert any provision for limiting or reducing the amount retained after the Work reaches a certain
stage of completion,)
X'ayments due and unpaid under the Contract D~uments shall bear interest fromthe date payment is due aX,the raJr
entered bel~, or in the absenXe thereof, at the"legal rate prevailing a}{the place of the ~ojectx
(Here insert any rate of interest agreed upon,)
(Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's
and Contractor's principal places of business, the location 0/ the Project and elsewhere may affect the validity of this provision, Specifie legal advice should
be obtained with respect to deletion, modi/ieation or other requirements such as written disclosures or waivers.)
AlA DOCUMENT A1011CM . OWNER-CONTRACTOR AGREEMENT . CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIM~ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" N,W., WASHINGTON, D,C. 20006
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 final payment due the Contractor,
, 'ARTICLE-"
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:
(LiS! below rhe Agreement, the Conditions of the COn/rocr {Ceneral, Supplemenrary and othe, Conditions], the Drawings, the Specificarions, and any Addenda
and accepled a/lernates, showing page or sheer numbers in atr cases and dates where applicable.}
I. Bidding Documents:
1. Bid Group 1 Bid Documents for New Monroe County Detention
Facility Volume I Table of Contents,all documents as enumerated on
Pages 00001-1 through 00001-3 dated May 22, 1991.
2. Bid Group 1 Technical Specifications, Volume II, Table of Contents,
all documents enumerated on Pages 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 Rosasco/D.L. Porter
7. Proposal Form, Dated July 3, 1991, Pages 00107-1
thru 00107-4.
8. Schedule of Unit Prices, page 00137-1.
9. Contractor Evaluation Form.
10. Lobbying and Conflict of Interest Clause.
11. Sworn Statement of Public Entity Crimes.
12. Non-Collusion Affidavit.
13. Subcontractor Listing.
III. Post-Bid Document Substitution:
o Execute and submit attached 'Public Construction Bond', Page
00610-1, which will replace 'Labor and Material Payment Bondi,
AlA Document A311/CM.
o 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.
AlA DOCUMENT '101 C\I . OWN[R,CONIR~COR ^GR[[,\\[~T . CO'-STRUCTION
MAN~Gt.\\['T LD:T:O' . JUNE 1930 EDITIOI'>; . ^IA~ . @1980 . THE AMERICAN
"'TIHTE Of~R(,i1HCT< 1-35 NfW YORK ,0,\', '" IV IVA<HI",C'f')', "r '-,,-r,
A10l!CM -lQp.n ~
7.3 Temporary facilities and services:
(Here insert temporary facilities and services which are different from or in addition to those included elsewhere in the Contract Documents,)
Reference Contract Documents
7.4 Working Conditions:
(Here /ist any special conditions affecting the Contract,)
Reference Contract Documents
(Seal)
Attest: Danny L. Kolhage, Clerk
BY: ~ ~.1>~.
DATE: p" ~ -ql
"Approved as to Form
and Legal:UffiCienCY~" /
BY:tuf;--rt-;;;y, Z
At~orney's dffice
\
DATE: '?-- -:;..s- - 9 {
This Agreement entered into as of the day and year first written above.
OWNER Monroe County
Board of County Commissioners
~- - - ~ ....,. ..
By:~..",~..a~~~- ~ ~,
CONTRACTOR.- A JOINT VENTURE .
'Rosasco Constructlon, Inc.
D.L.Porter Construction, Inc.
c.LoCDQ *
ITS: ~
.'.'~.~
BY:
m fJif tJI.. / eAdllhJ lJtU
I
ITS:
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION . JUNE 1960 EDITION . AIA@ . @1960 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE" N,W" WASHINGTON, D,C. 20006
A101/CM-1980 5
........' '
.-\
PUBLIC CONSTROCTION BOND
BY THIS BOND, We D. L. Porter Construction,Iqc.as Principal and Bankers
Insurance Company , a corporation, as Surety, are bound to Board of County C~ssioners
herein called Owner, in the sum of $ 440,714.00 for payment of Monroe Cty
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_, between
Principal and Owner for construction of Bid Group, Bid Package 7 ,
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 19___
D.l. Porter Construction, Inc.
(NAME OF PRINCIPAL)
BY
J~~(2 -LZ ~ l-.kJ
(AS ATTORNEY IN FACT) .,
Wanda A. McKay ,
Bankers Insurance Comoanv
(NAME OF SURETY)
07/26/91
PUBLIC CONSTRUCTION BOND
00610 - 1
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KNOW ALL MEN BY THESE PRESENTS: That Bankers Insurance Company, a corporation created by and existing under the laws of the
State of Florida having its principal office in the City of St. Petersburg, Pinellas County, State of Florida, does hereby nominate, constitute
and appoint: MERLIN D. REDFIELD DELORIS B. MOORE .I\ND WANDA A. ~CKAY
ofthe City of Clearwater, , Pinellas County,Stateof Florida ,eachitstrueand
lawful, Attorney-in-Fact, with full power and authority conferred upon him to sign, execute, acknowled'8e and deliver for and on its behalf as
Surety as its actanddeed, any bond, undertaking, consentoragreement, not exceeding $30 .000.00
which this Company may be authorized to write,
The Bankers Insurance Company further certifies that the following is a true and correct copy of Article IV, Section 2 of the By-Laws
duly adopted and now in force, to wit:
SECTION 2, THE PRESIDENT shall preside at all meetings meetings of stockholders and directors, shall have general
supervision of the affairs of the corporation, shall sign or countersign all certificates, contracts, and other instruments
of the corporation as authorized by the Board of Directors and stockholders, and shall perform all such other duties
as are incident to his office or are properly required by him by the Board of rirectors, He may also hold the Office
of Treasurer,
c:!C c<<~~
Edwin C, Hussemann, Secretary
ATTEST:
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board
of Directors of the Bankers Insurance Company at its monthly meeting held in August, 1981,
RESOLVED, that the signatures of such Officers and the Seal of the Corporation may be affixed to any such Power of
Attorney or any certified copy thereof or any certification relating thereto, by facsimile and any such Power of Attorney
or any certified copy thereof, or any certified copy thereof, or any certification relating thereto bearing such facsimile
signatures or facsimile seal shall be valid and bindin~ upon the Corporation in the future with respect to any bonds,
undertakings, recognizances or contracts of indemnity to which it is attached,
STA TE OF FLORIDA
COUNTY OF PINELLAS
)
) SS,
)
BEFORE ME, the undersigned authority, personally appeared DAVID K, MEEHAN and EDWIN C. HUSSEMANN, who acknowledged
themselves to be the President and Secretary of Bankers Insurance Company, a Florida corporation, and they as such President and
Secretary being authorized to do so, executed the foregoing instrument for the purposes therein contained by signing the name of the
corporation by themselves as President and Secretary, and that said secretary affixed thereto the seal of the corporation and attested to
the execution of the foregoing instrument.
IN WITNESS WHEREOF, I hereunto set my hand and seal this 29th day of
March
,19 90 ,
My Commission Expires: Feb. 26, 1994
is
(SEAL)
~c-~
Secretary
GUSTOMER ~ 10552 C E R T I FIe ATE 0 FIN SUR A N C E ISSUE DATE: 09106/9:
, ~oDucER=:===~~~=====~~~~==========::~~I~=====THIs=CF.RTIFlcATE:Is:IssuED=As=A:HATTE~=oF=INFoRMAlloN=oNLY=AHD=CONFERS===
NICHOLAS & CAHNON AGENCY I NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AM~ND,
~1 N. TUTTLE AVE. I EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
POBOX 1419 ' I
SARASOTA, f l .., COMPANIES AFFORDING COVEf'<AGE
ZIP CODE 34230 ,I
CfiMPAHY LETTER A AETNA L ~ C
------~--------------------------------I COMPANY LETTER ~ FCC I FUND
INSURED I
D. l. PORTER COMPANY LETTER C
CONSTRUCTION, INC., I
1100 GILLES~IE AVE. I COMPANY lETTER D
SARASOTA/ F L I
ZIP COLE 34236 I COMPANY LETTER E
I
;;~=~===w_=======;=~~=w;=====:=;===~.:_-=====:~==-=_:====:;==~:=~====~==~w;~====::=====~===~====~~M==~==:==;;=;.====
COVERAGES
THIS IS TO CERTIFY lHAT POLICIES OF INSURANCE lISTr.D bELOU HAVE ~EEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
PERIOD INDICATEDJ NOTWITHSTANDING ANY REQUIREMENTJ TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TC
WHICH THIS CERTIfICATE MAY BE ISSUED OR HAY PERTAIN/. THE INSURANCE ArFOR~ED BY THE POLICIES DESCRI~(!1 HEREIN IS SUBJEC
TO ALL THE TERnS, EXCLUSIONS/ AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
====~~===._~===;~=======~~========:-:==~====;===~=======:~~========;;:=======~=====~==~====:_====;;====~==~=====:==~-;
CO POLICY POLICY
LTR TYPE OF INSURANCE POLICY NuMBER EFF. DATE EXP. DATE LIMITS
===;;=:~=:=--======~~==~-.~===========~~===~:~========;=====~:_~=::=:;~~====-~=====:=~==;=~~~===;~~===-======~;=======
IGENERAL LIA&ILITY I I GENERAL AGGREGATE $ 2/000/0(
AI (X) COHMERCIAl GENERAL LIABILITY I C0214964S2rCA 01/09/91 01/09/02 I PRODUCTS-COMP/Of' AGG. $ 2,OOO,O(
I () CLAIMS HADE (Xl OCCUR. I I PfRSONAL ~ AbV. INJURY $ 1,OOO/O(
( ) O~NER'S & CONTRACTOR'S PROTo I I EACH OCCURRENCE $ l,OOO,O(
( ) I FIRE DAMAGE (ANY ONE FIRE) $ 100,O(
I ( ) I I liED. EXPENSE (ANY ONE f'ERS) . 5, O(
----------------~--~------------------------~----~---------~----------------~------------~----------------------------
AIA~~~H2~~L~u~~AB!LITY I FJ21466412CCA 01/09/91 01/09/92 I COH&INED SjNGLE LIMIT $ l,OOO,O(
I ( ) ALL OWNED AUTOS I I
I ( ) SCHEDULED AUTOS &ODILY INJURY (PER ?ERSO~) $
I (X) HIRED AUTOS j I
I (X) NON-OWNED AUTOS I I BODILY INJURY (PER ACe) $
I ~ ~ GARAGE LIA~ILITY I I PROPERTY DAMAGE $
--------------------~-------------~--------------------------------------------------------~-------------------------
IEXCESS LIABILIiY - j I ' , ,.." ,
AI (X) UMDRELLA FORM I XS21467427WCA 01/09/91 09/09/92 I EACH OCCURRENCE S 3,000/0
I ( ) OTHER THAN UMBRELLA FORM AGGREGATE l 31000,v
------------------------------------~----------~--------------~------------------------------------------------------
I I I () STATUTORY LIMITS
Rl WORKER'S COMPENSATION I 10255-01 01/01/91 01/01/92 I EACH ACCIDENT
I ANP I DISEASE-POLICY lIMIT
I EMPLOYERIS LIABILITY I I DISEASE-EACH EMPLOYEE
I I "'; I
----------------------------------------------~-----------~------------------------------~-----------------------~---
OTHER I
I
I, ,
$ 1,000,0
$ 5,000/0
$ 1,000/0
--~----------------------------------------------------.-------------------------------------------------------------
DfSCRrPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL IT~HS
PROJECT: COWTRACT *KJ-03-CONeRETE FOUNDATIONJ NEW DETE~TION FACILITY
AIID'L INSRD: MONROE COUNTY BD. OF COUNTY CotIM.' HORRISON KNUDSEN/GERRITS;
RO~ASCO CONSTRUCTION/ n~c. (NOT APPLICABLE TO w6m~ERs COtiPENSATION).
===;====~-========;=====-_:~=====~~===~-========~===~~~===:~~===-=====:====~:~=~====:~===~-;===;====;;=~===~=;====:
CERTIFICATE HOLDER I CANCELLATION
I
BOARD OF COU~TY COMMISSIONERS j SHOULD ANY OF THE ABOVE DESCRI~ED POLICIES BE'CANCELLED ~EFuRE THE '
MONROE COUNTY I EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL
500 WHITEHEAD STREET 60 DAYS WRliTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT/
KEY WEST, FL I BUT fAILURE TO nAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION Ok LIABILITY
ZIP CODE 33040 I OF ANY KIND UPON THE COMPANY, ITS AGENTS OR ~E?RESENTATIVES.
---------------------------------------I-~~~~2~~z~~~~~~~ESEWTAT~~E----~~~~- ~-~-~-~-~~~-~-;-~::~-~-----
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IBC'fIOJI 00107
ROPOsu. ~ax
Bi4 Packaq. 80. 7
CODcr.~. ~OUD4a~ioDs
~'[.'28Z LG~~Sl,;
BID 'to I mlfttOB COUft'Y - CUU 0., COUR'!'S
500 nInBBaD aRBB'!
~ "8'1', .,LOum 33040
BID FROKI Rosasco Construction. Inc.
D.L. Porter Construction, Inc.
Joint Venture
2601 N. Roosevelt Blvd.
Key West, Florida 33040
The undersigned, having carefully examined the Work and reference
Drawings, specifications, Proposal, and Addenda thereto and other
contract DocUments for the construction of:
Bi4 packaq_ 50. 7, structural CODcret. Columns and pi~s
and having carefully examined the site where the Work is to be
performed, having become familiar with all local cond,itions
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 ~o 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, toqether
wi th the local sources of supply and that he understands the
conditions under which the Work is to be performed. 'l'he 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 $ i~.00
2. General Conditions ~4~8D. GO
3. Pend "ts $ C,")~~ eO
-4. Bonds $ 3/~eo.()c
s. Grade Beams $ ']O/~e:5. ~D
6. Walls and Beams Above ~-
$ . (9~ . ~O
.
7. Concrete Slabs-on-grade $ '-/1;/::; :J.~ 6D
8. Elevator Pits $ ~I tt../ ~ ~O
9. Columns sIt G I %,(), fJC
).0. Elevator Rail support Beams $ 1t'-~DD ,(90
=============
Total Base Bid (items 1 - 10)
$ 110 ~J4.bC
0'7/03/91
PROPOSAL FORM
00107-2
owner option.
J.J.. owner Op'tion No. i-01: Concrete Procuremen't
At '"the op'tion o:f the owner. ei'ther Contractor
or owner wi~~ purchase concrete :for this work.
Contractor shall calculate quanti'ty. Con'tractor
shall sta'te material price only, not including
'tax 4 delivered.
Calcula'ted Quanti'ty, -4000 psi Concrete ~~ cy
Ma'terial Cos't Icy
Calculated Quantity, 5000 psi Concrete ~~D cy
Material Cost .t;O 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 ~ines U to X and 37 to 42. Contractor,
to install columns complete.
Net Change in base bid tor installation
of Future Area F columns: Circle either
ADD or DEDUCT.
~ / DEDUCT $
\q,~~ (90
_ :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 ~he 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.
GI DEDUCT $ ~ J. , (OJ:)[ , GO
07/03/91
PROPOSAL FORM
0010,-3
TOTAL BID, items 1 thru ~o (figures)
~TAL BID~ (words)
:b~,^ oAt(~"
"
tw~
DOT.T~'R~
1: acknowledge receipt of Addenda No. (s) 1-2-3-4
I have included paqes 1 throuqh 3 of/the Proposal Form ~ , a~
attached the required Bid security~, unit Price SchedUle ~,
contractor Evaluation For.m~, Lobbying and Conflict of Interest
Clause~, Sworn Statement of Public Entity crimes~, . N9n-
Collusion Affidavit~, and proposed subcontractor listing ~ .
C eck mark tems above as a reminder that the
Mailing Address:
D.L. PORTER CONSTRUCTION, INC. ~A'~t!:o ~,L?T_ /.;tt'
1100 Gillespie Avenue
Sarasota, FL 34236
.,.;? & ?I -' M"", rr.,1 .A!:"'~YJ:'",:-,
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Date:
7/10/91
Signed:
3.;>&; ~;2 7 ~' -5 i 1./ i
1~~
/~~~.R 4'~ X~s.~ f(' 0
C. Marshall White
(Name)
h~.~ /~ ~....,...-
Vice President
(Title)
4-<,/,Ai~ Q.,A~./A
(tZl)
phone Number:
813-365-1522
witness;
07/03/9~
PROPOSAL FORM
00107-4
SECTION 00137
SCHEDULE OF ~~ PRICES
Bid Packaqe No. 7
Concrete Foundations
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. $ J.::2~D
incl. profit and overhead.
2. Laborer, fully burdened, incl. $/Hr. $ l~eO
profit and overhead.
3. Concrete, 4000 psi $/cy $ ~~,DO
4. Concrete, 5000 psi $/cy $ W.d)
05/07/91
SCHEDULE OF UNIT PRICES
00137-:
-
J
CON'l'ltAC'l'OR' S O~J"~CAnON B'1'A'1'E.KEN"l'
1mW DETENTI05 nC::Ix.rn
S~oc::~ ~S~J 7LORIDA
Completed ~orm should be typewritten. Please attach intormation
it ~e ~orm does not provide enough space for your answers.
~he lJndersigned certi'fies the 'trUth and correctness ot a:iJ.
'stat.ements and ot ~l an~wers 1::0 1;lUestions lIlade hereinafter.
Submitted t.o~ Horriso~-Xnudsen/Gerrit8
P.o. Box 5283, 5090 Junior college Road
Xey West, Tlorida 330~O
(305) 292-78~5, tax: 292-9697
Contact:
Phone/Fax:
D.L. Porter Construction. Inc.
1100 Gillespie Avenue
Sarasota. Florida 34236
t.1a rsha 11 Whi te
813-365-1522 365-1805
Submit.ted by~ NalDe.:
Address:
~.o Is your firm a:
(X) corporation
() Partnership
() Joint Venture
() Proprietorship
...
;
--'
~_~ Bo~ ~any years has your organiza~ion been in business as
a contrac'tor?
. 14 years
::l..2 liolt.' lIlany ye!i.t!i> , nat your organization been in business
under its present business name and current management?
12
~.3 Under what other or former names has your organization
operated? McAna 11 en-Porter Constructors, Inc.
1.4
.,.~ . .. .
_~ a corpora~~on,
answer the following:
1.4.1
Date of Incorpora'tion:
S'ta'te of Incorpcra'tior.:
Presiden't's Name:
Vice-president's name(s):
September 1977
Fl ori da
Gary A. Loer
C. Marshall White
:".<4.2
1..<4.3
J..~.4
J..~ .5
Lt,.6
Secretary's Name:
:'re.as\:rer '$ ~ a.me :
Paul ette Jewell
Paulette jewe11
,
'--
OS/22/9:'"
cm~:'RACTOR ZVALUhTI0N FOR!'.
00450-J.
~.5 !~ 8 partnership, answer the following:
~_5.~ 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
:l-~ -:r~.a joint 'Venture, answer 'the :following:
~.~.:1. ~umber o~ years operating as joint venture:
1.6.2
List projects 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:
H/A
1.8 List states and categories in which your organization is
legally qualified to do business. Indica~e registration
or license numbers. List states i11 which partnership or
trade nallle is filed. Include any other applicable
licenses necessary to perforlll subject wo:::-k in 'the
designa~ed location.
General Contractor: Florida - CG C051066
North Carolina - 16653
05/.22/9J.
COhTTRACTOR LVhLUA~IO~ FORM
00450-2
~.9 !s your firm, organization, or any key employees involved
in any litigation of any kind? If so, please explain in
detail.
No
J.. J.O List key employees, which are of a professional 0:::-
management level, along with the numbe:::- of years they
have "..i th the company, and the number of years they have
in the construction industry:
Gary A. Loer - 8 Years in construction and with the company
C. ~arshall Uhite - 13 Years in construction and 13 with company
Cral9 Holliday - 15 years in construction and 4 years with company.
J..ll Number of permanently employed craftsmen (designate if
your firm employs more than one type of craftsman):
2 Carpenters
2.0 List size of project your firm normally contracts fo:=-:
( ) $ 25,000
( ) $ 100,000
( X) $ 250,000
(X) $ 500,000
(X ) $1,000,000
(X ) $2,500,000
( ) $5,000,000 +
2.1 We normally pe:=-form the follow.ring work as our specialty:
General Construction
2.2 We pe:::-fonn the fo:: O\.:~ng wo:::-k '~:i th ou:- Ow.'n forces:
Some concrete
Carpentry
OS/22/91
CONTRACTOR XVALUATI0N FORM
00450-3
~.3 We normally subcontract the follo-ing work:
Most of all projects are subcontracted out.
2.~ State ~e percentage of your work that you self-perform,
(your specialty)~ of your total work:
5%
3.0 List three recent, current or typical contracts awarded to
your organization. Give na~e of project, owner, archi~ec~,
contract amount, percent complete, and scheduled completion
date. Include contact name and phone number.
:3.'1 Pines of Sarasota-Resident Services Buildna
Owner: Sarasota WElfare Home, Inc.
Architect: Barger & Dean
Contract: $787,990
% Completion: 63%
Scheduled Completion date: Sept. 1991
Contact: Frank Mozeleski 365-6056
3.2 Florida Kevs Community Colleae-Student Sp~vir.p~ (pntpr
Owner: District Board of Trustees
Architect: Gonzalez Architects
Contract: $1,339,300
% Completion: 25%
Scheduled Completion date: 1992
Contact: Jose Gonzalez 305-294-3748
3.3 Charlotte County Courthouse
Owner: Charlotte County Board of County Commissioners
Arhcitects: Schmidt, Garden & Erikson
Contract: $551,774
% Completion: 100%
Scheduled Completion date: July 1991
Contact: Dan Sagan 813-346-0798
OS/22/9J.
CONTRACTOR XVALUA~IO~ FO~
OOi,SO-i,
,
.
3.4 Have jiou.ever failed to complete any work 8W'arded to you?
~f so, note ~hen, where and why.
No
~ . 0 Do you have "in-house" design capability? If so, please
describe.
Yes - Draftsman on staff.
4.1 Do you have "in-house" value engineering capability? If
so, please describe.
Yes - Draftsman on staff
4.2 Do you have an "in-house" shop dra,...ing prograln, which
includes expediting and revie~? If so, please describe.
Yes _ Project Managers aquire and pre-review all Shop Drawings
prior to forwarding to A.E for review.
~ .:3 Do you have an "in-house" safety program, and do your
forces adhere to it.? If so, please explain.
Yes - Project Safety Manager
4 . ~ Do you have an "in-house'. 1l1aterial purchasing procedure?
=f so, please describe.
Yes - Purchase Order system in place, computer aenerated
5.0 Are you insurec? Yes
5.1 Name of insurance company:
Adcres5 c: insurance company:
Phone nu~~er of insurance company:
Con'tact.~,_ _ .
Nicholas & Cannon
P.C, So^ 3630
Saraso~a, FL 34230
813-365-3630 Eleanor
;
OS/22/92
COh~CTOR EVALUATION FORM
00450-5
5.2 Worker's compensation ~xperience Modi~ication Factor:
1. 53
~.o Are you bondable: If so, please state to ~hat dollar ~imit.
If not, please exp'lain why_ Yess $5,000,000
06.~ Attach e. financial statement, audited if available,
including Contractor's latest balance sheet and income
statement showing i:he tollo\rdng items: '-larch 1990 most
recent, review in progress
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 ~ncome
~axes, advances, accrued salaries, and accrued
payroll "taxes) :
I. Otiler Liabilities (e. g., capital, capi ~al s~oc}:,
authorized and outstanding shares par values, earned
surplus, and retained earnings):
r, Name of Iirm preparing ~inancial sta~ement and date
thereof; Damratoski & Company
Corporate One West
1195 Washington Pike
Bridgeville, PA 15017
i.O Excluding ~aterial purchases, what percentage of local
contracting participation would you utilize on this prcjec~?
Describe proposed plan on ho..' you will use local
participation, and sta~e percen~age and describe computa~io~.
Bid Package 5 - Site work, i.e. fill ,-grading paving etc~ 100:
Misc. Concrete Labor 100~
7.: Number of years your orga~~za~ion has been es~ab:ished
and working in Monroe coun~y, Florida?
6 Years
OS/22/.91
CONTRACTOR EVALUATION FORM
o 0 ~ 5 C. - 6
~
8- 0 Dated at
Sarasota. Florida
"this /#7:1. day o~ n "19 yl
Name of Organization: D~l~~~R~TlON.
~y: C. Marshall White
Title: Vi ce Presi dent
lNC.
9 . 0 MrX_: C. t.la rsha 11 Wh i te being duly sworn deposes and says
that he/she is the Vice President of
D.L. PORTER CONSTRUCTION. lNC.
contractor (s), and that answers to the ~oregoing questions and
all statements therein contained are true and correct.
/ ,-a:
subscribed and sworn before me this ~ day
Nota:}' Public: A~?~
My commission Exp~res:
NotJry ru~~ Stile 01 Florida at Laije
My Commission Expires July 16. 1992
Ofn
:l9 .tL
;
.
CO~~CTOR EVb~UATION FORM
00450-7
OS/22/SJ.
~')
,
~
"
-)
~bbyi>>q &n~ Conflie~ of ~nt.r..t Claus.
D.L. PORTER
.. CONSTRUCTION, INC. warrants "that it has not employed, retained or
otherwise had act on its behalf any former County officer or
emp~oyee subject to the prohibition of Section 2 of Ordinance No.
o~O-~99D or any County officer or employee in violation of Section
~ 'o~ ordinance No. D:lD-~99D- For breach or violation of this
provision ~e County 1Day, in its discretion, terminate 'this
contract witbout ~iability and ~ay also, in its discretion, deduct
'from t.he contract or purchase price, or othen'ise recover, the full
amount of any fee, commission, percentage, gift, or consideration
paid "to the 'former County officer or employee."
'.
04/.30/S.l
LOBBYING AND CONF~ICT OF INTERES: C~VSE
00425-:
-,
)
_ SWORN STATEMENT trNDER SEC7ION 287.],33 (3) (a),
rLOR~D~ STATUTES, ON ~UB~C E!\~I'!':Y CR1:HES
':rEXS FORK HUS'!' llE SIGNED :tN THE ~RE:SENCE OF ,. NOTARY PUBLIC OR
OTEER On'ICJ:R .At1TROR1:~ED '!'O >.DH:rNISTER OA'!'HS.
:1.
~his sworn statement
contract ~ o.
is submi'tted
7
with 13id,
for
'Proposal
or
New Detention Facility-Stock Island. Bid Package No_7 ConcrPte Foundations
2. ~his sworn statement is submitted by
D.L. PORTER CONSTRUCTION, INC.
(Name o~ entity submi~ting sworn statement)
whose .business address.:l.S 1100 G; 11 espi e Avenue,
Sarasota, FL 34236
and (if
applicable) its Federal Employer 1dentification Number (FEIN)
is 59-1782890
, '\
..
(If the entity has no F~!N, include the Social Security Number
of ~e individual signing this sworn statement:
My name is C, ~'a rsha 11 \~h; te and
relationShip to the entity named above is v; ce Pres; dent
:r 'underst.and that a "public entity crime" as defined in
Paragraph 2S7.~~~(~) (g), Florida Statutes, means a violation
of any state or federal law by cperson with respect to and
directlY related to t.~e transaction of business ".-ith anv
public entity or wit.h 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 o-:.her s-:..a,-e or 0: the Uni teo. S,-ates ano.
involving antitrus,-, frauc, theft, bribery, cC_lusio~,
racketeering, conspiracy, or materi~l misrepresentation.
. )
:my
'3.
4.
r:::
-'.
:;: uno.erstanc. that "convic-:..ec" c:- "conviction" as oe:ined .:.n
Para9':n:.pr. 287.133 (1) (b), Tlcrioc Stc-:u~es, means a :fine:..ng cf
guil"t or a convictio~, c: c. pub~ic en-:..i -:y c::-i1Tle, "..: th or
v,i thout an acjuc.icatior: 0: 9'-..::": t I :.n a;:'.' federa:' c:- state
-:rial cou::-t 0: record re~at:.nc tc c~aroes ~:-cuc~t bv
-- - --
indictment or in:orTo.a-:..ion afte:- July 1, 19E~, as a :-es~:~ 0:
04/30/91.
PUB~!C ENTITY CRIMES
00420-1
a jury -verdictT nonjury verdict, nonjury ~riB.l, or entry of
a plea,D~ guilty or nolo contendere. ,
6. :r understand -that an "affiliate" as defined in Paragraph
2S7.~33(~) (a), Tlorid~ Statutes, ~eans:
~. A predecessor or .successor of a person convicted of a
pub~ic -entity cri~e~ or
2. An entity under the control of any natural person who is
active in the ~anagement of the entity and who has been
convicted of a public entity crime. The term "affiliate"
incl udes those officers, directors , executives, partners,
shareholders, employees, members, and agents who are
active in the ~anagement of an affiliate. The ownership
by. one person of shares consti tuting a con't.rolling
interest in another person, or a pooling of equipment or
income among persons when not for fair 1tlarket value under
an arm's len~~ agreement, shall be a prima facie case
that one person controls another person. A person who
knowingly enters into a join~ 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. ! understand that a "person" as defined in Paragraph
2Sj.~33(~) (a), Iloride Statutes, means any natural person or
enti~y organized under ~e 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 le~ by a public entity, or
which otherwise transacts or applies to transact. business vd't.h
_ a public entity. The t.e~ "Person " includes 'those officers,
direct.ors, execut.ives, partners, shareholders, employees,
~embers, and agen~s who are active in managemen~ of an entity.
8. Based on information and belief, the s~atement wtich J have
Inarkec bel 0\0.' is 'true in relation ~o the enti tv sublt:::ttino this
swo=n statement. [Please indicate which sta~emen~ applies.:
X Neither the enti~y submitt.ing this swo=n sta~ement, nor
any officers, directors, execu~ives, partners, shareholders,
emDlovees, members, or aoents who are active in manaoemen~ of
"t.h~ enti'tv, nor anv affiiiate of the en~:.~\' have been charoed
\0.':' th and ;onvictec.. 0: Co pu::::'ic en~i 'ty crime- subsequent 'to Jt:..~y
_/ 2.989.
The
entity
5u.b~.i -:::in~
-'~~c:
\,.0-......___
S.v;O=~~ ~-:.c -:..eroe:r~-:',
or one or
04/30/9:
PUBLl C ENT!TY CRIHES
00420-2
.~:.-..
-- -
~ore OI the officers, directors, executives, partners,
shareholders, employees, llIembe.rs, or agents who are active in
~anagement of ~e entity, or an affiliate of 'the entity has
been charged "With and convicted of a public entity crime
subsequent t.o :J\j"ly J., J.989 , bl:ill r: Please indicate which
addi~onal statement applies.]
~here has been a proceeding concerning ~e
conviction before a hearing officer of the State of
Tlorida, Division of Administrative Hearings. The final
order entered by the hearing officer did not place t.he
person or affiliate in the convicted vendor list. [Please
attach a copy of t.he final order.]
The person or affiliate was placed on the convicted
vendor list. t.here has been a subsequent proceeding
before a hearing officer of the State of Tlorida,
Division of Administrative 'Hearings. The final order
entered by the hearing officer determined t.hat it was in
the public interest to remove the person or affiliate
fr0111 the convicteo 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 Dep1rtment 0= General Services.]
0L~*
[signature)
Date: 7110/91
STATE 0:-
COUl\TY OF
FLORIDA
SARASOTP
PERSONALLY APPEARED BEFORE MI, the undersigned authority,
C. Marshall Whi te "-'ho, a f-:.er f i:rst being E"wo:rn by me I
[name of individual signing]
affixec his/her signature in the space~rovided above on this
10th day of Ju1 v ;/) :9 91
~L~ CLu~~,t(
1',..,,...,' ~\',./?':'-- -,..
,....... _.r..!'\.~ \,.. :;-.1':' '-
~, comr..ission expires:
Notary Public. State of Florid. at lIrae
My CommlS:SlOn Expira July 16. 1m
Y'Or'In PUR _ 7068 (:Rev. :..:/ B _S)_ _ ,_
04/30/92
PUEL! C E]\,~!'::'~. C?,!!'~ES
0042('-3
NOF-COLLUSIO~ AYY!D~~!T
1, C. f1arshall White of the city of S2.r2.snta. F1o...;di'.
according ~o law on my oa~h, and under penalty of perju~r, depose
.-) and say that;
1..) :r am Vice President of the finn of D.L.
Porter Construct' on, loc ., the }:)idder ll\aking the Proposal :for the
:project described in the notice for calling for bids for, :/17
Concrete Foundations_, and that :r executed the said proposal .'i'th
~u1l authority to do so:
~..) ~e ,prices in this bid have been arrived at independently
wi'thout collusion, consultation, communication or agreement ~or the
purpose 'of restricting competi~ion, as to any ~atter relating ~o
such proces wi'th any other bidder or ",'ith any competitor;
3.) unless othe~rise 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 kno",ringly 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 ll\ade or will be ll\ade by the bidder
t.o induce any other person, partnership or corporation to submit,
or not~o submit, a bid for the purpose of restricting competition;
,
,
j
5. )
correct,
upon the
awarding
the statements contained in this affidavit are true and
and 1l\ade with full knowledge that Monroe County relies
truth of the stat.ements contained in this affidavit in
contracts for said project.
c ic~LX
(Signature of Bidder)
STATE OF
COUNTY OF
FLORIDA
SARASOTt-
.1ulv 10. 1991
DJ..TE
PERSONALLY A??E~D BEFOP~ ME, the undersigned authority,
C. t~arshall White who, af-cer fi!"st being swo:-n by me,
(name of individual signinsl
affixed his/AEltXxsignature iT: the space
10th day of \)ul v
p:-ovidec above on this
, 1.~.3l- '4 ,'"
/ !
., ~70-~:d(
NOTJ...RY ~~IC
Notal)' rubiic, Stale iFi:oo?, ~~ u~ie
My Commission Expires July 1G, 1992
My commission expires;
;
04/30/92
NON-28~LUS!ON A::IDAV:T
00430-1
'ei'SECTION 00440
PROPOSED SUBCONTRACTOR LISTING
:1...
Subcontractor:
~ )jaAJ)r;;/(_
Ql)~Dc^~ ~
Phone.: ]....~::;:;, ~CJ1- ~ Contact:
portion of Work: c::;_~ tA~.....
.Address:
~~~f)~
Percentage this proposed Subcontract j$ of total Bid Price as
del ineated on Proposal Form: ?" C, % .
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:
Contac~:
po:-tion of Work:
Percentage this proposed subcontract ~s of
delineated on Proposal Form:
total
%,
Bid Price as
. -
-f'
OS/20/91
PROPOSED SUBCONTRACTOR LISTING
00440-1
TABU,. COll'l'Dl'f8
(Voluae I)
1. Biddinq Document.
section 00030 Notice of Calling for Bids
section 00100 Instructions to Bidders
section 00103
Section 00105
Section 00107
section 00109
Section 00133
Section 00135
Section 00137
Section 00139
Proposal Forms:
site Electrical & Temporary Power
site Grading , Caissons
Concrete Foundations
Site Plumbing
Schedule of unit Prices:
site Electrical , Temporary Power
site Gradinq , caissons
Concrete Foundations
site Plumbing
Section 00163 Pre-Bid Substitutions
Section 00220 Geotechnical Data
Section 00230 site Survey
Scope of Work:
site Electrical & Temporary Power
Site Grading , Caissons
Concrete Foundations
site Plumbing
Section 00303
Section 00305
Section 00307
Section 00309
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
OS/22/91
TABLE OF CONTENTS
00001-1
2. COD~r.C~ DoCua.D~.
section 00500 standard Fora of Agreement Between owner
and Contractor - AlA Document Al0l/CM,
June 1980 edition
section 00600 Performance Bond - AlA Document A311/CM,
June 1980 edition
section 00610 Labor' Material payment Bond - AlA
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 -
AlA Document G702/G703
section 00905 Contractor's Affidavit of Payment of
Debts and Claims
Section 00908 Contractor's Affidavit of Release of '1
Liens
section 00910 Consent of Surety to Final Payment - ArA
Document G707, April 1970 edition
section 00970 project Safety and Health Plan
Section 00980 contractor Quality Control
Plan
4. Drawing.
section 00990 Schedule of Drawings
OS/22/91
TABLE OF CONTENTS
00001-2
5. O.n.ra1 ..qulr...nta
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
Subaittals
Proqress 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
OS/22/91
00001-3
TABLE OF CONTENTS
SECTION 00030
NOTICE 01' CALLING !'OR BIDS
...
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 Package No.3. . . site Electrical , Temporary Power
Bid package No.5. . . site Grading , Caisson.
Bid Package No.7. . . Conorete poundation.
Bid Package No. , . . . site Plumbing
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-
OS/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.
DATED 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
SBCTION 00100
INSTRUCTIONS TO BIDDERS
To be considered, Bids must be made in accordance with these
Instructions to Bidders.
ARTICLE 1
DBI'INITION8
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
Architect/Engineer 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
OS/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 amo~nt 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 OP BIDDING DOCOMBNT8
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 bonaf ide 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
preparing Bids. Neither the Owner nor the Construction
Manager, nor the Architect/Engineer assume any responsibility
for errors or misinterpretations resulting from the use of
incomplete sets of Bidding Documents.
ARTICLB 3
BXAMINATION OP BIDDING DOCUMENTS AND SITB
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
OS/21/91
INSTRUCTIONS TO BIDDERS
00100- 3
sufficient in scope and detail to indicate and convey
understanding of all terms and conditions for performance of
the Work.
U'fICLB 4.
INTBRPRBTATIOM AND CORRBCTIOM OF BIDDIMG DOCOKBNTS
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.
ARTICLB 5
"DELETED"
ARTICLE 6
CONTRACTOR QUALIFICATIONS/CERTIFICATIONS
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.1I
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 ot his bid proposal,
an executed "Non-Collusion Affidavit."
ARTICLII 7
BIDDIBG 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 from 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 an~ 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
OS/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
'1
OS/21/91
INSTRUCTIONS TO BIDDERS
00100- 6
7.3.3
be forfeited to the owner not as a penalty, but as
liquidated damages.
The bid security of any Bidder whom the owner
believes to have a reasonable chance 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 (c) 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
7.4.1
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 performance 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 Contractor shall be
OS/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 submit 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 tiae 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
OS/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 Countv 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
OS/21/91
00100- 9
INSTRUCTIONS TO BIDDERS
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.
.,
ARTICLE'
CONSiDERATIOH OP 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 right to
disregard all nonconforming, 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
materials and equipment may also be considered.
The ~er 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.
OS/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
9.1
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.
ARTICLB ,
SPBCIAL LEGAL RBQOIRBKBNTS
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
SBCTIO)l 00103
PROPOSAL FOJU(
Bid pactage .0. 3
site Blectrical , ~-.por.ry pover
BID TO
.
.
MONROB COUIITY - CUU OF COURTS
500 WHITEHEAD STRB.~
DY nST, FLORIDA 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 pactage NO.3, site Electrical , Temporary pover
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
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.
OS/22/91
PROPOSAL FORM
00103-1
5.
Primary Feeder Duct Bank
Temporary Power, including site Lights
$
$
$
$
$
$
1.
Mobilization
2.
General Conditions
3.
Permits
4.
Bonds
6.
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)
OS/22/91
PROPOSAL FORM
00103-3
SECTION 00105
PROPOSAL POD
Bi4 package .0. 5
Site Gra4iD9 , CaissoDa
BID TO : MonOB COmITY - CUU 01' COURTS
500 WBITBBBAD STRBBT
DY nST, I'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 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
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.
OS/22/91
PROPOSAL FORM
00105-1
~
-
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
13. Load Testing of Caissons
14. Entrance roadway culverts
15. Entrance roadway base & 15" sleeve
16. Entrance roadway prime & asphalt
17. silt Fence
18. Jr. College Rd. Prime Coat & Asphalt
19. Entrance chain link fencing
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
~
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
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
00105-3
SECTIOB 00107
PROPOSAL FORM
Bid Package No. 7
Concrete Foundations
BID TO
.
.
MONROB COUNTY - CLERK OP COURTS
500 WHITEHEAD STRBBT
KBY 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 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 information 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 J'ORK
Bid Packaqe No. 9
site PlumbiDq
BID TO : MONROE COUNTY - CLERK OJ' COURTS
500 WHITBBEAD STREET
KEY WEST, J'LORIDA 33040
BID J'ROM:
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 PlumbiDq
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.
OS/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
SICTIOB 00133
SCBEDOLI or UNIT PRICES
Bi4 pactage .0. 3
site Ilectrical , Teaporary pover
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
DescriDtion
llnll
$/lf
$/cy
Unit Price
1.
4" Fiber Duct
$
$
2.
Concrete, for Duct Bank
Application.
OS/22/91
SCHEDULE OF UNIT PRICES
00133- 1
". - " ._.- -" ~-.-- - - .-.._._~-
_ ---~--.-..- '-..... ..... - ...--'~--- - -,~- -
SECTION 00135
SCBEDULI OP UNI~ PRICES
Bid Package Ro. 5
site Grading , caisson.
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
DescriDtion
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
$
9. Reinforcing Steel for Caisson
Application
$/cy
$/ton
$
$
8. Concrete for Caisson Application
11. 14" x 23" elliptical RCP
$/lf
$/lf
$
$
10. 19" x 30" elliptical RCP
05/16/91
SCHEDULE OF UNIT PRICES
00135-1
DescriDtion llD.li Unit Price
12. 12" x 18" elliptical RCP $/lf $
13. 15" RCP $/lf $
14. 12" RCP $/lf $
15. 10" DIP $/lf $
16. 8" DIP $/lf $
17. 6" DIP $/lf $
18. 3" DIP $/lf $
'1
05/16/91
SCHEDULE OF UNIT PRICES
00135-2
_..............;0. ____. _ __ .---- T .....................-----
'i~_".
~
...'
.BCTIO. 00137
SCBBDOLl OW OBIT PRICBS
Bid package Ro. 7
concrete WoundatioR8
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
DescriDtion unit Unit Price
1- carpenter, fully burdened, $/Hr. $
incl. profit and overhead.
2. Laborer, fully burdened, incl. $/Hr. $
profit and overhead.
J. Concrete, 4000 psi $/cy $
4. Concrete, 5000 psi $/cy $
05/07/91
SCHEDULE OF UNIT PRICES
00137-1
..._ ..____...4...."'.. ..:..~_ __ _____ ~_..._______."'_.__...._____.._...
~ _ 11 ,I. .
,*
.
..
~
SIIC'l'IOB 00139
SCBEOULI OP UNIT PRIC..
Bi4 Package Ro. 9
site Plua))iDg
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
DescriDtion Unit Unit Price
1- Plumber, fully burdened, $/Hr. $
incl. profit and overhead.
2. Laborer, fully burdened, incl. $/Hr. $
profit and overhead.
OS/22/91
SCHEDULE OF UNIT PRICES
00155-1
,~.~'-"_.... ~.-'. t","'~'~:<''>--_''''''~''''''''''-'':''.-l#~ .-.:..;....~'"...:;"..,..,~.--...,...~".
...
4IIfII/IIIIiI
.~
.
...
--"
I~
8BCfln. 001.3
SUBSTITOTIOIIS
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
product/manufacturer, there is
substitution will be allowed.
naming only one
no option and no
1.3 StlBSTITUTIONS
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
data/literature 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
05/17/91 SUBSTITUTIONS 00163 - 1
~_. <"'
'.tf "
-,~4.2~'~~.
~
~W,
3.
4.
5.
6.
7.
request -,ith:
Complete data sUbstantiating co.pliance of proposed
substitution with reqaire.en~ stated in Contract
Documents:
a. Product identification,
manufacturer's name and address.
Manufacturer's literature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
samples, as applicable.
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.
.....
each
1.
including
b.
c.
d.
2.
C. SUbstitutions 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
substi tution 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
- - -....- ------- .-....-. ------. ---
.- -
~~_.
..
a.
b.
..~
Costs under 'tparate contract..
Architect'. costs for redesiqn or revi.ion of
Contract Document..
Cost data need not be submitted, if request is for
inclusion in addendum.
1\J V \11""
~..,.
....'
,,.
..
6.
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
,..,ft. ~
:..~#::;' -fJ_ - I...... 'L..
-...- .. "',. -.;. ..,.;~-'_.
TO: Project Arcbl~
!WIlD LIMD "ISK .-e.
c/o Morrlson-anudsen{Gerrlta
p.O.Box~2'3 5090 3r. Colleqe -.ad, Jay W.st, Fl. 33040
(305)292-7845 FAX (305)292-9691
~
, 'II!""""" -....
We hereby submit for your consideration the folloving product instead 0:
the specified item for the above project:
.~j(>...,
SPEC. NAME
DRAWING IIAIIB
PARAGRAPH
DRAWING NO.
SPEC. SEC.
SPECIFIED ITEM
I
proposed Substitution:
Attach complete information on chanqes to Dravinq8 and/or specification
which proposed substitution vill require for its proper installation.
submit with request necessary samples and substantiatinq data to prov
equal quality and performance to that which is specified. Clearly :ar
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality ar
of equal performance and assumes liability for equal performance, equa
design and compatibility with adjacent materials.
submitted By:
Title
't
Signature
Firm
Address
Telephone
Date
Signature shall be by person having authority to legally bind his fi~ t
the above terms. Failure to provide legally binding signature will resul
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
rill in Blanks Below:
~
A. COes the substitution affect dt.enaiona ~ on Drawing.?
.....
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 requestec
substitution?
Yes
No
If no, fully explain:
C. What effect does substitution have on other Contracts or otheJ
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 propose
substitution; list significant variations:
H. Designation of maintenance services and sources:
(Attach additional sheets if required.)
****************
END OF DOCUMENT 00163
SICTION 00220
GBOTBCKNICAL 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
GEOTECHNICAL DATA
00220-1
SBCTIOR 00230
SITB SURVBY
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
.. .....~-_.-.... - ~.,. - ..
.~IO. 00303
SCOPE OJ' WORK
Bi4 packaqe .0. 3
site Electrical , Temporary pover
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:
Sgecifications sections and Descriptions
01510
02226
03300
16010
16111
16400
Temporary utilities
Excavating, Backfilling and Compacting for Utilities
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 co.ts of power used.
.5 In accordance with Section 01510 - Temporary Utiliti..,
Temporary Power Contractor .hall coordinate with the
telephone company for provision of site construction
telephone lines.
.6 Furnish and install primary feeder duct bank, fro. City
Electric utility pole, as shown on drawing 11.01,
including telephone conduits. Work includ.. 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
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 contractor is to study Division 1 General Requirements
for additional responsibilities required.
OS/22/91
SCOPE OF WaRY
00303-2
1. 3 py oth.rs
.1 Supply and installation of primary feeder conductor.
OS/22/91
SCOPE OF WORK
00303-3
..ClIO. 00305
SCO.. O. 1108
Bi4 .ackaqe ~. 5
site Gra4iDq , Cai..oDs
1.1 ~eneral 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 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
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 Effluent
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 r..pon.lbl. 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, after installation of water main
tap. Coordinate operations with Contractor responsible
OS/22/91
SCOPE OF WORK
00305-2
for installation of water main tap.
.17 At entrance to sit., 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 and/or 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.
OS/22/91
SCOPE OF WORK
00305-3
.BcrIO. 00307
SCOP. 01' WOO
Bi4 Packa;e Mo. 7
Concrete l'oun4ation8
1.1 General Scooe
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
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 the 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.
OS/22/91
SCOPE OF WORK
00307-1
~
~
.8 Contractor is responsible tor r.turning disturbed wort
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 tor 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 tor 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 ot 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
-..
SBCTIO. OOJO. --
SCOPS or WORIt
Bi4 Package Ro. ,
site PlUJl!)iDg
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 Descriotions
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 Soecial 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 Furniah and in.~.tt Fire Hydrants, and adequately protect
from 4"'ge with temporary bollards.
.8 Contractor shall be responsible for any dewatering
operations required for installation of his Work.
.9 Primary site control has been establiahed. 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.
.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
SCOPE 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.
OS/22/91
SCOPE OF WORK
00309-3
.A
SBCTION 00350
MILBSTONB 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 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 b~ performed 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.
OS/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 SCHEDULE
00350-2
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THE AMERICAN INSTITUTE OF ARCHITECTS
I
A/A Document A310
Bid Bond
KNOW All MEN BY THESE PRESENTS,
that we
IH~,~ 'M~n f,,1I n.m~ .nd .dd,~" 0' I~.., 1It1~ of CO""O<IOI\
as Principal, hereinafter called the Principal, and
(H~,~ ,...~" 1,,11 n.m~ ...d .dd,~" 0' I~&.I ",l~ of Su'~h I
a corporation duly organized under the laws of the State of
as Surety, hereinafter called the Surety, are held and firmly bound unto
(H~,~ ,n.~rl full ".m~ .nd .dd,~" 0' 1~&.1 ",I~ 01 0..""1
as Obligee, hereinafter called 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
(H~,~ ''''~'' f,,1I ..._, .dd,~" ...d d~""pl'on of P'OI~(\
NOW, THE REF 0 R E. If l~e Obligee sh~1I iCcept Ihe bid of the PrinClp.1 .nd Ihe Princlp~1 sh.1I enler InIO . ConlriC!
wllh Ihe Obl.gee In .ccord.nce w.lh Ihe terms of such b.d, .nd I.ve such bond or bonds .s m.y be speCifIed In Ihe blddlnl
or Conllict Documents ~,t~ 100d .nd Suff,Cient surely for the f..thful perform.nre of such ConlriCt .nd for Ihe prompt
p.yment of I.bor .nd m4lle"411 furnIshed in Ihe prosecullon Ihereof, or In .he evenl of the f"lure of the P"nCI~1 10 enler
such ContriCt .nd g.ve suc~ bond or bonds, If the PrinClp.1 sh~1I p~y to Ihe Obl.gt'e Ihe dIfference nol to exceed the pen./t)
hereof between Ihe .mount speCified In s~id bId .nd such I"ge, .mount for which the Obl.lee m.y en good f"th contriCt
wl:h .nother p.rty 10 perform the Work covered by ",d bid, Ihen thiS obllg'llon sh4l11 be null .nd VOId. olhen.",e to rem.,n
in full force .nd effect,
Signed and sealed this
day of
19
(W,tneoss)
I
ITIlIe)
(Princip.l)
(Se.I)
1.....llness)
I
IT ,lie)
( Surety)
(Se~/J
AlA DOCUMErocT A)10 . BID BOND' "'A S . FEBRUARY 1970 ED. THE AMERICAN
l'l',lITl'TE Of ARCHIT(C15 1735 .... Y AVE. NW,. WASHlNG10S 0 C ciXlO6
1
SWORN STATBMENT UNDER SECTION 287.133(3) (a),
,LORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORK HUST BB SIGNED IN THE PRESENCB OF A NOTARY PUBLIC OR
OTHER OFFICBR AUTHORIZED TO ADMINISTER OATHS.
1.
This sworn statement
Contract No.
is submitted with Bid,
for
Proposal or
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 "public entity crime" as defined iJ:1
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 of a public entity crime, with or
wi thout an adj udication 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 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, 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 le~ by a public entity, or
which otherwise transacts or applies 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 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, 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 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.]
[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 his/her 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 CRIMES
00420-3
...
Lobbyin9 and conflict of Int.r.st Clau..
" 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-OOLLU8IOM APWIDAVI~
I, of the city of
according to law on my oath, and under penalty of perjury, 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 his/her signature in the space provided above on this
day of , 19
NOTARY PUBLIC
My commission expires:
04/30/91
NON-COLLUSION AffIDAVIT
00430-1
.'":'~."
~":
8BCTIO. 00..0
;.:-:-,~.;o.-'
PROPOSBD 8UBOOMTRACTOR LISTING
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: t.
4. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: t.
OS/20/91
PROPOSED SUBCONTRACTOR LISTING
00440-1
..._.._._.... ..._............:0. 4.-. -'.'-4.. .._....~ ........_.,.. ,,-.J'_~....._.~....................---
...... ,,- ..... ... ... ..... - .
~'_:" ."1';:"
'~"'"
COI1'1'UCTOR' 8 QuaLIWICA'l'IOM 8TATBXBII'r
... DB'l'BM'l'IOM WACILI'l'Y
8TOCK IS~, WLORIDA
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: Korrison-KDudsen/Gerrit.
P.o. Bos 5283, 5090 Junior colleqe Road
Key ..st, W10rida 330.0
(305) 292-78.5, fas: 292-9'97
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:
OS/22/91
CONTRACTOR EVALUATION FORM
00450-1
. . .._.,-........ ~...__,__... _ ..._.."'.____.. .;..........._.:__-....:......._._c~.;,__..._..-...-...~:.._...." _...~..:_\".;:-"'\..'"?-.........-..,.
1'i
.'
1.5 If a partnership, answer the followinq:
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 proj ects 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 business. 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
"- .. -.-.-.- . ...,. -........ . ..... .......~- .-- -.._...... ... .~-....... ..-..... ..- -.........
. ...~..-
1.9 Is your firm, organization, or any key e.ployees 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:
OS/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
OS/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 capability? If
so, please describe.
4.2 Do you have an II in-house" shop drawing program, which
includes expediting and review? If so, please qescribe.
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 yo~ 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/Ms:
that he/she 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:
OS/22/91
CONTRACTOR EVALUATION FORM
00450-7
THE AMERICAN INSTITUTE OF ARCHITECTS
.
A/A Document A101/CM
CONSTRUCTION MANAGEMENT EDITION
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STIPULA TED SUM
1980 EDITION
THIS DOCUMENT HIlS IMPORT....NT LEC....L CONSEQUENCES; CONSULT ....nON WITH
....N ....TTORNEy IS ENCOUIV.CED.
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~righl 1975. ([) 1980 b, The ^merlcan InstItute of ^rchitecls. 1735 Sew York ^venue. N \V. Washin~lon, DC 20006. Re.
r'nductlon of the mate',a' here,n or subslantiJI quotatIon of Its 1''')\ ..ion! \\ ,Ihe ut \\ rillen I'erm,,"',n of Ihe AlA \ ,olales the
cop\Tlghtlay,s of the L.r,ited Slales and will be subject to legal prosecullon.
"'" DOCU'-\E"'T Al0l/CM . O""ER-CO"<TRACTOR AGREEMENT. CONSTRUCTION
~ , . ~. -. - -'. . ~ - - - - t -~,. . . ~. . r.. Qf':1" . .,. \-.I tAL,' ~ ~ ,.... L.
<.'f';"'<"
AIlICII1
lItE CONTIAC1' DOCUMIN1S
The Contrad Documents consist of this Acreernent. the Conditions 01 the Contract 1CIneraI, $upplementaly -
other Conditions). the Dr~winls. the Specifiations. a" Addenda issued prior 110 and .. Modifications issued ...
execution of this Acreetnent These form the Contract, and all ere as fully a ~rt of the Contract as if attached ID 1M
Acreement or repe.ted herein. An enumeration of the Contract Documents ~~" in Article 7.
AI1KU 2
1HE WOIIC
The Contractor slYn perform all the woct required by the Contract Documents for
1"- inNtt .. .- 4auipllw ., .. Wort .. 1MfII_ -- COIlhl2 Da~ ....J
,
ARllOf J
TIME Of COMMENCtMENT AND SUIST ANnAL COMPlETlON
The Work to be performed under this Contrict shall be commenced
indo subject to iuthorized adjustments, Subsuntiil Completion of the Worit shill be ichieved not ~ter hn
IH~~ in",'l Nf'( ~C'M prot'is.OftS lor 'iqvid"~ "''''''~I '~'.Iinc 10 I.il",~ 10 (0fIIP/~" OIl';".)
AlA OOCUMlNT AlIl/CM . OWNEI.CONTlACTOR "CREEM[NT . CONSTllUCTION
Ml\N"CEMENT EDITION . JUNE 1980 [DillON . A'''. . ~19l1O . TlU "MElUCAN
,..r...'........r nr '~.-HI...r---' '-1. ~.rV', "np):' ,'.'r "'\', v.."(,H't...,!I-~'-''-.; 0 r. :W-r'J"'f,
"101'rM - 1-~" .
. ...,..-.- .......--...........
-
--~
unO! .
CONTIACT SUM
The Owner shall p.y the Contractor in current funds for the performance of the Work. subject to additions .wJ
deductions by Chanle Order as provided in the Contract Documents, the Contract Sum of
The Contract Sum is determined as follows:
",... h,. lit. bu. w. .., Ill"'" .ullt ._nl. <<e.",ftI 1I1.'~I" ItId un;III';'"' .. w/;abI.J
ARTICLE 5
PROGRESS PAYMENTS
B.sed upon Appliations for Payment submitted to the Construction Manaler by the Contr.ctor and Project Certifia:es
for Payment issued by the Architect, the Owner shall make prolress payments on account of the Contract Sum to the
Contractor as provided in the Contract Documents for the period endinl the day of eKh
month as follows:
Not I.ter than days followinl the end of Ihe period covered by the Application for Pay~t.
percent ( %) of the portion of the Contr.ct Sum properly .lIoable to labor, m.terials i--.d
equipment incorporated in the Work and percent ( %) 01 the portion of the Cont'1C1
Sum properly .lIoc.ble to m.teri.ls .nd equipment suitably stored .1 the site or .t some other location agreed upcn
in writing. for the period covered by the Application for Payment, less the .ggregate of previous p.yments made by
the Owner; .nd upon Subst.ntial Completion of the Work. a sum sufficient to increase the total payments to
percent ( %) 01 the Contract Sum. less such amounts .~ the Architect shall (Hermine for
.11 incomplete Work and unsettled claims as provided in the Conlract Documents,
(1/ nol eov.,ftI .I.rwh.,. ill Ih. Co"".el Oocvm."lJ. It.,. illU" My "OII;,iOll 10' limil;". 0' '.due'''1 /lie .mounl ,.u;M<I ./1., Ih. Wo,t ,uch.. . CP"".r.
'UI' 01 compl.,iOll.J
Pa) ments du~ and unpaid under the Contract Documents shall b~ar int~rest from the date pa) menl is due at the ','~
entered below, or in the absence thereof, at the legal rate prevatllng at the place cf the Project.
(H.,. ;",.,1 '''Y IIr. o( ,1ll.,..1 "',.d upon)
(UH/t')' '"WJ ~n.d IPqlJirprr;pnu f.;r:dpr th~ 'rdr"r Truth in lrndin, Act. Jim"~r JlJfp .ftC !oc~;' (O"'~.Jm~~ ("d.' l~.,,,,,;s ~nd othr' rt,u,'~tlons I: lh~ o...~ j
I"d Cont,"clo,. J p"nc.p~1 p/~c~s 01 bUSlnf'SS, th~ loc~IIon 0' .h~ "o;~ct .nd f'ht""""("~ ml) Ift~(t ,-",If' \'~!.d,,,,, 0' "'lJJ pre. '.slon S~Crfl( 1f'I~f .m let ~a.:. :
be- obt.inrd With ,.s~ct to df'r~,;on. mod,(,c.,ion 01 o.h~, 'rqu"f'm~nU such IS ",,,urn dllrJou,,~.s 01 ""tlapfJ j
'-"., ..." T I~"~ r~. . -,. p,:, --. ...t"f--~'
.....~_ ...._..._....._ ........._.....-_........__. _ _. ......._....~ ~.._..: ~.........;.............A..._...' ~_'""___~""._'-_>_'"
AI1ICLI ,
fINAl. PAYMENT
Final payment, constitutinl the entire unpaid balance of the Contract Sum, shan be paid by the Owner to ..
Contractor when the Work has been completed, the Contract fully performed, and the Architect has issued a Project
Certificate for Payment which approves the final payment due t~ Contractor.
ARnClE 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 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:
(Li., below 1M A1,_"I. 1M COIt/IilioN 01 1M COIIIIIClIGeMral. SuppI~IMII"'" IIld otMr CC/ttdi/iOlll/. lilt Otawiflls. 1M Sp<<iftalioM. MIl MY ~
IItd Knp/.d aI'~'''''/H. lItowill' IMP 01 IIIftlflU"" '" all CIHI IItd 1M/a ~r~ wlic.b#e.'
AlA DOC\IMH/T AlnlCM . OWNEl.CONllAClOl ACUEMENl . CONsnuClION
MANACEMENl EDilION . JUNE ,9llO EDIlION · AlA- · e19llO . THE AMERICAN
1",TllllTE or "'~CH!TEr', '-3, >;!w ynu AVE" N W WA~HI"GlON, 0 C 10006
A101/CM -1980 4
7.1 Temporary facilities and services:
''''' iftMIf MmpotIlY IIC,/i';" /IItII Mf\'iCW -".dl II. "'''.,tfl4 "- II' ift add/110ft 10 IIwIw iftC/~ .,..,.... ,ft 1M COftlllCt ~J
7.4 Working Conditions:
IHe,,! Ii'l,ny .p.ci" coftdilion. ,".clin,lIt. ConlllCt,)
This Agreement entered into as of the day and year first written above.
OWNER
CONTRACTOR
I'" I'nrl'\,H"'T A10l"CM . O\\"ER C~":~CTOR. AS;R[(ME"I. . C.O"SHlC!IO"
- ': -..,
.. .... -_~."-r''''' ..... ..... 4 +...-.
~~.
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A311/CM
CONSTRUCTION MANAGEMENT EDITION
Performance Bond
KNOW ALL MEN BY THESE PRESENTS: thit
!Here illMrt full ..._ w addresl Of '-"'ll.', 01 COlI'Flno"
IS Principal, hereinafter ulled Contractor, and,
!Heft illMrt full ..."', II>d addftU 0' I,.., 'i'" 01 s../'tl'fl
as Surety, here,inafter called Surety, are held and firmly bound unto
(H,re illMrt full ..."', .nd .dd'PSI 0' """1'" 01 Owft."
w
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
. !Helf illMrt "'II II.m,. .dd'ul .nd ~c"p"on of p'oj,ctl
, 19 , entered into a contract with Owner for
in ac.cordance with Drawings and Specifications prepared by
(HII' ,II.." full n._ ,00 .dd,... 0' I.",f Iii" 01 Arch,t.C1J
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AI" OOCUMENl AJl11CM . PrRfOR..r,tANCE IONO AND LABOR ""0 MATERIAL PAYI.U,,",T 10NO . CONSauCTIO,,", MA,,",ACEMENT EDITION
"'-i' ...... Pl"'''N . .'.. . lHf "'nlc...N 1"~'ITLTf C' '?CHITICTS 1:-11 NEW YORK A\E'oLE '0..... \\'5"""(TO.. D.C ~ 1 of..
PEItIOIMANCIIOND
",1MUlfOll. M CONOITIOH OITHtS OILICATION II wch that. if Cofttraaor thaI ~.,., fa.thfufty,.... w'
ContraCt. Ihen .. obIiplion shall" .... and YOid; ocheNiIe" shall...... ift full force aNI tIIct.
TN Surety htttby WlIws ftOtice of any alteration or
extension of time made by the Owner.
WheneYer Contractor IMII be and dedlr~ by Owner
to be In default under the COfttract. the Owner haYint
performed Owner's obliptions thereunder, the Surety
NY promptly remedy the def.ult, or shall promptly
1) Complete the Contract in ICcordlftCe with its terms
and conditions, or
2) Obtain a bid or bids for completin. the Contract in
KCOIdance with III terms and conditions, and upon det.r.
mination by Surety of the lowest mponsible bidder, or, if
the Owner elects, upon determination by the Owner and
the Surety jointly of the lowest responsible bidder,arranae
for a contract between such bidder and Owner, and make
avanable as Work prosresses (even Ihou,h there should
be a default or a succession of defaults under the contract
or contracts of completion arransed under this parasraph)
Si&n~ and suled this
d.y of
IUfI"lCieftt funds to pay the COlt 01 compIelioft ... .. ....
IftC. ~ the contract price; but not aceectiftl, induclinc
other COlts Ind dalN'es for which the Surety Ny ..
liable hereunder, the amount ..t forth in ... ... ,....
,raph hereof. The term '"balance 01 the COfttract "a,- as
used in this parleraph, shan IftUft the total amount pay-
able by Owner 110 Contractor under the Contrld aNI ...,
amendments thereto, less the amount property paid br
Owner to Contractor.
Any lUit under this bond must be Instituted btfoN the
expiration of two (2) years from the elite on which final
piyment under the Contract fans due or before the .xpira.
tion of one (1) ye.r from the Oa.. 01 SubstantW Comple-
tion 0' the Project, whichev.r is IIt.r.
No ritht 0' action shall accrue on this bond to or lot
the use of .ny penon or corpo"tion other than IN
Owner named herein or the heirs, eXKuto", administra.
to" or succeuo" of the Owner.
,19
I ,'"nci",1J ese.ll
IW;ln,u)
(T'll,)
I rSU't'rv, (Sun
ty,.'il/lfJJJ
(TIC/f)
AlA t>OCVMlNl A)11/CM . 'llfORo.IA'oCl 10NO AND LAlOR AND ~ATlII"l 'AYM["" 10"'0. Co....SnUClIO.. MA'<AC1MlNIlDIlION
JUNl '980 lDIlION. AlAe . THE AMEIICA" I"'STlH.:Tl Of AICHITlClS 17)S NE..... ~OU AV[NU[, N W, WASHI"'C;TON. 0 C, 2OOQf. 2 of 4
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A311/CM
CONSTRUCTION MANAGEMENT EDITION
Labor 'and Material Payment Bond
THIS 10ND IS ISSUED SIMULTANEOUSLY WITH !'fltfOItMANCE 10ND IN fAVOIt Of THE
OWNEIt CONDITIONED ON THE fUll AND FAITHfUL !'UfOItMANCE Of THE CONTRACT
kNOW ALL MEN BY THESE PRESENTS: that
(He... ;me" full III"'. MOd Idd..." 0' ..,I' Iille 01 COllI'It'lo"
as Prin"cipal, hereinafter called Principal, and,
CHe" ill.." lull III"'. I"" Idd,.,,' 01 'e,lllide eI Surely)
IS Surety, hereinafter called Surety, are held and firmly bound unto
CH.,. '"M" full 111m. I"d ,dc'," o. r.'11 lIt1e 01 0-...'1
as Obligee, hereinafter Coiled Owner, for the use and benefit of claimants as hereinbelow defined, in the
amount of
(H.,. ,n,." . ",m ~".I '0 II lUll ond..1I 01 .h. eOftI,..., pile.) Dollars (S
L
for the paym~nt whereof Principal and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Principal has by written agreement dated
(Here ,11M" 1",11 ",m., ,dd.." ,nd d.K"pl'Oll 01 p,o,.ell
, 19
, entered into a contract with Owner for
in accordance with Drawings and Specifications prepared by
{H.r. ,,,,.,, 'ull n.m. ,nd ,dd,." 01 1..,1 I'll. 01 .."~,,.C1)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AlA DOCUMENT .ull/eM . I'[RfORM......C[ lONO AND LAlOR AND MATERIAlI'AYM[NT lONO · CON~lIUCTION MANAGEMENT EDITION
JVNE '9110 EDITION . AIAO . TH[ AM! RICA"" INSTITUTE Of ARCHITECTS, ,ns N[W YORK AV["'L'[. N W. WASHINGTON, 0 C 2OOOf.
3 of 4
lABOR AND MATERIAL PAYMENT BOND
NOW. TH[I[FOIl, TH[ :OHonlON Of THIS OIl1GAHON II IUCh 1Nt. if Principal shan prompdy 1Mb P'ymtnt to all C&.h
ants 15 hereiNfter defined, for an labor and 1M...... ... or IUlONbly required for use in the performance of ..
Contract, then this obliption shall be void; otherwise it lhall remain in full force and effect, IUb;ect. however, 10 ..
followin, conditions:
1. A c1airNnt is defined as one havin, a direct contract
with the Princip.11 or with a Subcontractor of the Principal
for labor, rNterial. or both, used or reasonably required
for use in the performance of the Contract, labor and
material bein, construed to include tNt p.1rt of wa"r, ps,
power, Ii,ht, heat, oil, ,uoline. telephone service or
rentll of equipment directly appliClble to the Contract.
2, The above named Principal and Sur.ty hereby jointly
and severally asree with the ONner that every claimant as
herein defined, who hu not been p.1id in full before the
expiration of a period of ninety (90) days after the date on
which the last of such claimant's 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 fiNI judgment for such sum or sums
as may be justly due claimant, and have execution thereon.
The ONner shall not be liable for the payment of any costs
or expenses of any such suit.
3. No suit or action shall be commenced hereunder by
any claimant:
.) Unless claimant, other than one havin, a direct c0n-
tract with the Principal, shall have given written notice to
any tlNo of the following: the Principal, the Owner or the
Surety above named, within ninety (90) days aher such
claimant did or performed the lut 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 furnished, or for whom the work or labor was dont
or perfo~. Such "'!tia sha~1 be seMCf by mailin. the
same by re"stered IN.I or cert.rled lNil, postl" prepaid.
in an envelope addressed to the 'rinap'l, Owner Of
Surety, .tany place where an offlct is reaularty lMintlined
for .the transaction of business, or seMd in any INnntr il'l
which tepl process may be served in the stlte in which
the aforesaid project is located. saw tNt such seMa
need not be made by a public officer.
b) Aft!r the. expiration of one (1) year followin, the dale
on whIch Pnnclpal ceased Work on said Contract or after
the expiration of one (1) year followin, the Date of Su~
stJ,ntial Completion of the Project, whicheYer is lat.r, it
beln' understood, however, that if any limitltion em-
bodied in thi~ bond is prohibited by any law controllin,
the construction hereof such limitJhon shall be deemed
to be amended 10 as to be equal to the minimum period
of limitJtion permitted by such law.
c) Other than in a state court of competent jurisdiction in
and for the county or other politial subdivision of the
state in which the Project, or any p'rt thereof is situated
or !n the Uni~ed StJtes District Court for ~ district .;
which the ProJect, or any p'rtthereof, is situated. and not
elsewhere.
.c. The amount of this bond shall be reduced by and to
the extent of any payment or payments made in ,ood faith
hereunder, inclusive of the payment by Surety of mechan-
ics' liens which may be filed of record 'Iainst ~id im-
provement. whether or not claim for the amount of such
lIen be p'e~n'ed under and against this boner.
,19
1 1"lftcip,l) ~.f
/Wi/ntU)
mile)
I 'Surf'I' ; ~.
/Wi/ntH)
(Tillt)
AlA OOCllMEHl .oTT/CM . 'EIfOI,MA""CE '01'10 AND LAeOI AND MAHllAl 'AYMENT 10""0 . CO"'~llllCTIO"" MANACEME,., (OITION
JU'-'E '9&:) EDITION . AlA- . THE AMERICAN IN~' Il\- T( Of ^'OiI1tCT~. 173S NEVo YORK AVENUE, NW., WASHINCTON, DC 2lDll> .. of ..
~ _ Itsi.
THE AMERICAN ~STITUrr OF~CTS
..
".'-
I
~M Document Al01/CM
CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
for Construction
THIS DOCUMENT HAS IMPORTANT LECAL CONSEQUENCES; CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED.
1980 EDITION
TABLE OF ARTICLES
1. CONTRACT DOCUMENTS
2. ADMINISTRATION OF THE
CONTRACT
8. TIME
3. OWNER
9. PAYMENTS AND COMPLETION'
10. PROTECTION OF PERSONS AND
PROPERTY
4. CONTRACTOR
11. INSURANCE
5. SUBCONTRACTORS
12. CHANGES IN THE WORK
6. \\'ORK BY OVVNER OR BY
SEPARATE CONTRACTORS
13. UNCOVERING A~D CORRECTION
OF WORK
7. MISCELLANEOUS PROVISIONS
14. TERMINATION OF THE CONTRACT
Cop\'rlpl 19i5. (f 1980. by The Amerlc~n r"SI,lule of AlChdects. 1i35 Se" Yod, A,.~-_e. S.W \\~'t-'''~ton D.C. 20006.
Reproduction ot the m~te,,~1 herein 0' subqa":,~1 quo\a!ion of liS prO\lSlons ",!hOul "". ::en permiSSion or rhe ""A, \lolate'
the (o~\ right I~""s of the L -,:ed 5'a:e~ .-d ",II b{c s"b,<,ct to leg~1 P'OS('CUt,C"
"IA, OOCL>,\E"T "201'C,,", . CE'E~'~ CO'DITI0'5 OF TH5 co,aA,CT FOR CO'5HLCT'OS
CC"""'.CTIO' \.....'A,GE\IE" EO':IO' . IL"E 198.:, E~:-!O' . AI.A,' . :;: 1,,,:: . THE
A,.\'.,...C" 1'5Tf'L H OF ARCHIT[CTS 1~J; 'EW )ORK A\, ,\\ \\ASHI,,:;H" 0 C :;J))()I.
A201/CM - 1980 1
"................. !.........>'.#"T; _..:~ ..".._.....;..........,. :".-' ....,~ .. .,.. ...__.~_r_.-. ,....... -, .- -......- -~~,~ ,.--- .- ._- --- .
Acc~pt~nce of Defective of Non.Conforming Work. .6.2.2. 13.3
Acceptance 01 Wort. .. . . . . . . . . . . . ., . .9.5.5. 9.8.1. 991. 9.9.3
Acce~s to Work. ... . . . . .. . ., ... ... . . . . ., . .. . .. . .2.3.6. 6.2.1
ACCident Prevenllon . . . . . . . . . . . ., . .. . . . . . . . . . . . .. . .2.3.5, 10
Acts and Omissions. . .. ..... .... ....18.3. 7.4, 7.6.2, 8.3.1, 10.5
Addenda, D~fjn1llon of ...............................1.1.1
AddltlONI Costs. Claims for .......................... .12.3
ADMINISTRATION OF THE CONTRACT............. .2,4.3.3
Agr~ment, Extent of ...............................1.1,1.2
All Risk Insur..nce ...................................11.3.1
Allow..nces .......................................... .4.8
Applications for P..yment, Contr..ctor's ...... .2.3.8. 9.2.1. 9.3.1.
9.33.9.5.3,9.7.1.9.8.2.9.9.1,9.9.3,9.9.5,11.3.1,14.2.2
App!.c..tions ior Payment,
PrOlect ................ .238.239.931,9.4,961.9.7.1
Approv..ls ..................... .23.18. 3.4. 4.3.3. 4.5, 4.12.4.
4.125.412 b, 4128.4.13.2.77.9.3.2
Arbitr..tion ....... .2.315.2.323. 62.5. 7.9. 8.3.1, 11.3.7. 11.3.3
Arch,t~ct. Dei'nltion of ............. . . . . . . . . . . . . . . . . . . . .2.1
Architect. Extent of Authonty ....... .2.3,3.4,.4.12.8.5.2. 7.7.2.
81.3.81.4.8.3.1.9.2.9.3.1.9.4.9.5.3,9.6. '.8,9.9.1.9.9.3.
121.1.12.1.4.12.3.1.1241.13.1.13.2.1.13.25.142
Archttect, Limitations of Autho"t)' ..nd Respom,b,loty .....2.3.2
Ihrough 2.3.5.2.313 through 2.3.18,2.3.22,4.12.6.
, 521.942.954.9.55.124
A,ch,lecl's Add,tion..1 Services.. .3.4.7.7.2.13.2.1.13.2.5.14.2.2
Architect s "-pp,o,..ls ......2318. 34. 45. 4.12.6. 4.12.8. 4.18.3
Archltecn "uthonty to ReJect Work... .2.316.4.5.13.1.2.13.2
Arch,"'ct's (op"'ght . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. ., .1.3
Arch,tect's Decisions............. .2310 through 2316. 7.7.2.
7.9.1.9.2.9.4.9.6.2.9.8.1.12.14.12.3.1
Architect's In,peet ons ........ .23.16.2.3.21,9....2.9.81.9.9.1
Archllecn Instructions......... .23.16. 2.319.7.7.2. 124. 13~
Archltt::t's Interpret..tions .... ... 23'0 rhrough 2.313. 1232
.",c1'lII"cl', O....~lte Observ..ttons .......234, 2.3.6. 2.39. 7.7.1,
7.7.4.9.4.2.9.6.1.9.91
Arch:tect's Relaltonshlp y,lIth Contractur ......1.1.2. 235.2.36.
23.13,2.316.433.45.4.7.3.4126,4.18.11.3.6
Architect's Rel..tlonsh,p ""lh
Subcontractors.................. 1.1.2.2.3.16.95.3.954
Architect's Repre,entatlons ................ .942. q 61, 99.1
Artistic Effect...................... .1.23. 2.314. 23.15. 7.91
."-t!urneys' fees................ ......... .418.1. 6.2.5. 9.9.2
,",,,,..ro oi Separite Contracts. . . .. ............... .6.1.1
,",,,,..,d oi Subcl'nlraet~ ..nd Other ContriC:- for
Pc,rllum ot the Work. . . . . . . . . . . . . . . . . . . . . . . . . .. ...52
Boiler ..nd .\\achlnery Insur..nce . . . . . . . . . . . . . . . . . . . . ., .11.3.2
Bonds, Lien ........ . . . . . . . . . . . . . . , .. . . . . . . . . . . .9.3.3. 9.9.2
Bonds. Periormance. labor and M..terial Payment. . . . .7.5.993
Budding PermIt. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. . .. . . .4.7
Certt!,cite of Substantial Completion.. .9.8.1,98.2.9.83.9.8.4
CertiflC..tes of Inspection. Testing or Approval........... .7.7.3
CertlflCOltes oi lnsur..nce ................. ...... .9.3.2. 11.1.4
Certificates for Pa,ment. ProJecl . . . . .. . .2.39. 2 321. 94. 9.5.1.
9.55.961.9.7.1.9.8.2,99.1.9.9.3,12.1.4,14.1.1,14.22
(f'.ange Orde', .....1.1.1,2319.. 3 ~. 4823.411.1,
523.7.7.2.8.3.1,9.7,9.9.3.113.1. lU 5.'13.7.
121.12.2.1.12.31. nl 2. 13.2 5. 13.3.1
Change Ord!!". Def,nItion 01 .......... . . . . . . . . . . . . . . .12.1.1
CHA!'CGES IN THE WORK .,..............,.2.3.19, 411 1 12
~-
INDEX
CI~lms for AdditIonal Cost or Time. ....812.833,12.2.1,12.3
Claims for Damages. ... . . . . . . . . . . .6.1.1, 6.2.5.7.4,1.3,9.6.1.2
Cl",ms ..nd Disputes Between Contractor
..nd Owner...........,. .2.3.12.2.3.15.2323.4.18.2, 7.9
Clean,"g Up . . . . . . . . . . . . . . .... . . . . . . . . , . . . . . . . . . . .4.15. 6.3
Commencement of th~ Work, Conditions Relating to .3.2.1,4.2,
".7.1.4.10,5.2.1,6.2.2.7.5.9.2,11.1,11.3.4
Communications. . . . . . . . . .. ... . . . . . . . .2.3.2.3.2.6. ".9.1, 4.1'
Completion.
Conditions Rel~tIng to . . .2.3.21.4.11,4.15.9.4.2.9.9. 13.2.2
COMPLETION, PAYMENTS AND..........................9
Completion of th~ ProJect. Substantial...... .8.1.... 9.8.3, 9.8.4.
9.94.9.9.5.996.13.2.1.13.2.2
Completion of Ihe Work, Subst..ntial .. . . . . . . 2 3 21. 8.1.1. 8.1.3.
822. 98. 9~ 2. 99 3. '1.3.9
ComplIance With L..ws ...... ......1.3,2.1.1.46.47.4.13.7.1.
7.6.1.77.1.1022.14.2.1
Concealed Conditions. . . . . . . . . . .. ....................12.2
Consent, Written ....................2.322. -4.14.2.7.2.7.6.2,
98.1.9.9.-,,9.9.3. 11.3.9
Construction M~nager. DefInition of .....................2.2
Construction Manager's Appro"..1 .......... .410.1,4.13.2
ConqrUCllOn Manager's
Addltlon~1 Servtces .....,.. .3.4.7.7.2.13.2.1.13.2.5,14.2.2
Construcllon Managels "'"thollty and Rc>p<,~,.bdlty .... .2.33.
235.2.3.16.2.310.23.22. U.l. 417.1. 4.18.3,
7.74.9.2.10.2.5.113.6.12.1.4.14.1.1
Construction Man~g('r's Con,orm..llon ................. . .9.9.3
Construction Man..ger's Consultation with the Architect .2.3.12,
2.3.16.2.3.19.2.3.21.3.4.1.9.6.1,9.8.1,12.1.4. 12.3.1, 142.1
Construction M..n..ger's Coordin..tlon and Scheduling ....2.3.7,
2.317. 43 1. 4.10.1, 4.12.4
ConstruCllcn Manager's DecIsIons. . . . . . . . ... .. ... . .6.3. 8.3.1
ConqructlOn .\\.."..ger's Delermlnatlons . 2.33.6.11.7.7.2.8.3.1
Cun>tructlun ''''\anagels Interests .............. .11.3.1, 11.3.2
Construction Manager s Recommendations.. .23.8.2.3.9. 9.3.1.
. 9.4.1.9.7.1.991.12.1.1
ConstructIon .'v\anagel~ Relallunshlp
""Ih Archllect .. ...............1.1.2.23.1.2.3.3.23.21
ConstructIon Manager s Relaltvn,h,p WIth ConlriClor .....1 1.2.
23.15.2.3.16.32 b. 421. 433.45.47.3.4.11.1.4124.4126.
4.1b.l, 4.17.1. 4.18.52.6.21.62.2.762.77.79.1.7.92.
8.3.1.8.3.2.9.4.1.9.54.9.8.1.991.1026.11'.4.11.3.6
Cun,truCllon Manager', Relat,on,l'lIp
'" IIn Subcontr..ctors ..... . . . . . . . . . . . .. 1 1 2. 2 3 16. 5.31
Cunstructlon M..nagt'l, Re\lew ....... _ . . . . .2 J.8. 2.3.17, 5.2.1
Construction Schedv', (,Intractor's ......... ....... .4.10
Contract. DefInItion ot . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1 2
Contr..ct"dmimstrallon ...... .................... .2.3.43.3
Conlract "-ward ..nd Execution
Condltluns Rel~trn& to.... . .4.7.1. 4 'CI 5.2.7.5.11.1,113.4
CONTRACT DOCUMENTS .,.........,...................1
Contr..ct Documents,
Caples furnished and Use of ... . . . 13. 3.2.5,5.3
Contr..ct Documt'nts. Defmltlon oi .....................1.1.1
Contract \\udlllla:.vn; .......... ...................1.1.1.12
Contract Sum. Dei,n'llon 01 . . . . . . . . . . . . . . .9.9.1
(ontracllermlna:,c.- .......... .1-1
Contract Time. Deion,Lur. vI .8.1.1
CONTRACTOR ................ _ . . . . . . . . . ., . . . - . . . . . . . . .4
(ontlaclor. Dei,n.\ .01'1 of .............. . .'.. . . . . . . .4.1, 6.1.2
Contractor's Construcllon 5ched"lie . . . . . . . . . .4.10
'-'r'..
--:.
-.t/.
A'A OOC\JMlNT .utl/CM. GENERAl. CO'J,TIO"'S 01 ,. l lO...1~"C1 fO~ CONSlllUCTION
CONsaUC110'" ".......GE~ENT EDITION. IVNE 19tk; EO,l10N . AlA' . ~. 1980 · THE
A~4ElICAN INSlIIll[ Of "~CHIHC1S. 1735 "'EW '1'011( AV~W.. wA$HINCTON. D.C. ~
2 AlOl/CM-1980
Contractor's Employees... .. .4.3.2, 4.42, 4.8.1, 49,4.18,102,1
through 10.2.4,1026,10.3,11.1.1
Contractor's li.bihty Insur.nce .........................11.1
Contrutor's Rel.tionship wIth ArchItect. . . . . .1.1.2, 2.3.5, 2.3.6,
23.13,23.16,4.3.3,4.5,4.7.3,4.12.6,4.18.11.3.6
ContriCtor's Relationship with Construction M.nager .... .1.1.2,
2315,2.3.16,3.2.6,4.2.1,4.3.3,4.5.4.7.2, 4.11.1, 4.12.4,
4.12.6,4.16.1,4.17.1,4.18,5.2,6.2.1,6.22,762, 7.7, 7.9.1,
79.2,8.3.1,8.3.2,9.4.1,9.5.4,9.8.1.9.9.1,10.2.6, 11.1.4, 11.3.6
Contr.ctor's Rel.tlonship WIth Sep.r.te Contr.ctors
.nd Owner's Forces ............................3.2.7. 6
Contr.ctor's Rel.tlonship WIth
Subcontr.ctors ..... .. . . .1.2.4,52,53,9.52.11.3.3,11.3.6
ContractOr'S Representations.......... .1.2 2.4.5,4.12.5,9.3.3
Contractor's Responsibility for Those
Periormlng the Work . . . . . . . . . . . . . . . . . . . . .4.3.2, 4.18. 10
ContractOr'S ReView of Contract Documents. . ..12.2. 42. 47.3
Contractor's Right to SlOp the Work .....................9.7
Contractor's RIght to Termonate 11'11.' Contr.ct ............ .14.1
Contractor's Submitt.ls .............. .2.3.18.4.10,412,52.1.
5.2.3,9.2,9.3.1,98.1.9.9.2,9.9.3
Contractor's Superinlendent . . . . . . . . . . . . . . . . . . . . . . .4.9, 102.6
Contractor'S SuperviSion and .
Construction Procedures. . . . . . . .. .1.2.4. 235, 4.3, 4.4, 10
ConllaCluall,.bol,ly Insurance....................... .11.1.3
Coordination and Correlation. . . . . . . . .1.2.2,1.2.4,4.3.1,410.1,
4.12.5,6.1.3,6.2.1
Copies Furnished oi Dra'hlngs and Speclilcallons . .1.3,32.5. 5.3
Correction oi '^ urk .....................3.3, 34, 10.2.5. 13 2
COSI. Deilnlllon of ................................. .1: 1..
Costs.......3 4.482.4.15.2.523 61.1,6.2.3,62.5,6.3,7.7.1,
7 ~.2, 9.7, 113 1, 1135, 12.1 3,12.14,12.3,1312,13 2.142.2
Cull1r"g and Patching of \\ork ......................... ..U4
D..rnage to the Work........... .4142,10212,10.27,11.31
DarT'age to \\urk .... ........ 4.14.2,4.181,624. b 25.9 61S,
102.1.3,10.2.2,1025.103.132.6
Darr.age~ ClaIms ior . . . . . . . . . .... .6.1.1, 6.25, 7.4,9.6.1.2
Damages ior Dcla~ .. ............ .6.11,83.4. 9.i
Dol)'. DeflMlon ot .. .. . . ....................... .8.1.5
Decl~lons of the Mchltt'ct ... .23.10 through 2.3.16, :' 72,
7'.1.1,92.94,961,981,12.1.4,123.1
DeCisions of the ComlruCllon ,\\anager . ... . . . . .... . .b 3,831
Deiectl\e or ",on-Conturmong \\o,k. Acceplance,
ReJectl~n and Correction 01 .... .2.34. :11b. 3 3, 34 4.5,
622,6.23.961.1.9942,13
Def'Mlom ........... .' .1.1,2.1,22,3.1,4.1.4.121 ,....oJgh
412.3,5.1,6.1.2,8.1.9.11,1211.121.4
De:a's and hl('n~ions of Time........................ 8.3
Disputes................ .23 12. 2 3 1S, 2.l23, 62 S. 6.3, - 91
Document~ and Samplc> at the Site................... ...U1
Drawings and Specifications,
Use and Ownership of . .. ...........1.3, l2.S, 4.11, 5.3
Ea!e'TIents . . . . . . . . . . . . . . . . . . . . . . . . . . . . .323
Erre.gencoe5................................. 103
Em~'vyee" Conte." :"f! ...432,4.44. -181 -l <:0. ~ U.
lU 2 1 th,(,~;h 11)'; 4 1,. .; 6. 1~:' 3.1- 1 1
Eq~ ;::"'1.''11. Labor. \\alt ".11, and .11.1, -14 45 -112.413,
4.1S,1, to: 1 q 3 2, 9 33, 96 13. Q9 2,
10.2.12.1131.1214.1322132514
hccutlon and Prog,ess of the Work .........1.1.3, 1.2,3. 2.3.4,
2.3.5,2.3.11.4.2.4.41.4.5,4.7.1,6.2.2,7.9.3.
8.2.2, 8.ll, 1'-3.2, 9.6.1, 10.23, 10.2.4, 14.2
Execution, Co"el~tlon and Intent of
the Conlract Documents ..................... .1.2, 4.7.1
Extensions of Time. . . . . . . . . . . . . . . . . . . . . . . .8.3. 12.1.1. 12.1.2
Failure of Payment by Owner.. . . . . . . . . . . . . . . . .. . .. .9.7.14.1
F.ilure of Payment oi Subcontractors. . . . . .9.6.1.3, 9.9.2. 14.2.1
Failure to Carry out the Work. . . .. . . . . . .. . .. . . . . ...... .2.3.5
Final Completion and Final Payment. . .2.3.15,2.3.21,9.9.13.3.1
Financial Arrangements, Owner's ........ . . . . . . . . . . . .. ..3.2.1
fire and Extendl'd Coverage Insurance. . .. . .. . . . .,.... .11.3.1
Governing l.w .. ........,.....,..,.................. .7.1
Indemnlflc~tlon . '" ....................417,418,62.5,9.9.2
IdentifIcatIon of Contract Documents. . . . .. . . . . . .. . . . .. .1.2.1
IdentifICation oi Subcontractors and Suppliers. . . . . . . . . . . .5,2.1
Information ~nd ServIces RequHed of
the Owner..,..................... .3.2, 6.1, 9, 11.2. 11.3
Inspections............ .23.16,2.3.21,4.3.3.7.7,12.1.2.9.9.1
InstructIons to BIdders. . .. . .. . ... ..... . .. . ... . . .. .... .1.1.1
Instructions to the Contracto, . . . . . . . . . .2.32. 3.2.6,4.8.1. 7.7.2,
12.1.2.12.1.4
INSURANCE .........................,............9.8.1.'1
Insurance. Contractor's liability.. .. . . . . .. . . . . . . . . . . .. . .11.1
Insurance, loss of Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.4
Insurance, Owner's llabillly . . . . . . ., . . . .. ! . .. . . . . ...... .11.2
Insurance, Property ........,......... , . . . . . . . . . . . " , ..11.3
Insurance, Boiler and Machinery. . . . . ................ .11.3.2
Insurance. SpeCIal Hazards......."................. .11.3.5
Insurance, Stored Matenals .........,........... .9.3,2,11.3.1
Insu!ance Companies, Consenlto Partial Occupancy.... .11.39
Insurance Companies, Settlement ~'llh .. ,. . . . . . . . ..... .11.3.8
Inlent of Ihe Contract
Documents.............. 1.23, ~.310. 23.13, 2.3.14,12.4
Interest .............................. 78
Interpretation>. \\'rllten . ..1.1.1, 2.31i: ':ii.'''i''i.i~;j: ;2:4
labor, ,\1ater'al~ and Equp",e"t .......113.44,4.5,4.12,4.13
4151, b 2 " 9.32, 9.3 3, 9.6.13. 9.22, 10.2.1.2
11.3.1,1214,132.2,13.25,14
labor and "1alen.l Paj mt'nt Bond. . . . . . . . . . . . . . ... ..... .7.5
labor Disputes. , . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .8.3.1
laws and Rt'gulatlons .............1.3,21.1.4.6,4.7,4.13,7.1
7.6.1. 7.7.1, 10.2.2. 14
liens .... .. . ... .. .. .. . .. . .. . .. .. ,,9.3 3, 9.92, 9.9.4 i
limitations 01 Authority .............232, 113.8,1241
lImitations of Lla~:: t'. .... .2.313. 2.3 lb, 2.3,18, 3.3,4:
4 ".3. 4 126,4.17, 4.1S, 6 2.2, 7.6.2. 9.4.:
954 Q 9 4 99 S, 102.5,11,1.2. 11.lt
llmllalions of Time. General....... 23.11,2.3.18, 3 2.1, 3.2.~
';2,47.1,4.:-.3,4.12.4.4.15.1,52.1.5.2.3,6.2.2,7.4
7.7.7.9.2,82,952,96.1,98,9.9,11.3.1, l' 3.4
11 39.1214,124.132.1,1322,1325
l,mltat:on> ot Tlmp ':'(, 'IIC .3';. .; 'J. 79.2,8.2,83.:
c,: ';1,94~ ':')~ "'-,"'4."3.8
~:.; 12311322132.7,14.1,14.21
. . . . . . , . .7.9.2, 13.2.2. 13.r
. . . . . . . . . . . . . 11_~
l,nljtatlf'ric. "!,"..~.~:
Lo~~ ut L':-.e in:-~.'':-':f:
41.. DOCL'\\P..T A10l,CM. c ,'U1.'l CO'["~I()"'S()f ~,-( (C",';':)' ,. ( ....q~lCl ,.,...
Cu"'S:i1..()IO, '1."'''Cl".,...r EOI);O' . Il''''E 10~ [~'.- '... . ~I~. .: :"t.,l . 1liE
""[RI('''' ""l;',:l I )r~r,_ ";I[Ch I'); "'[1\' '(l~~ ~\l ....\ c, ~,HI'C1()" l) C :."'"
A201/C....1-1980 3
Materlal~. labor and Equlp~E'nt .. .... .113. 4.4. 4.5, 412, 4.13.
4151.621.932.9.3.3.9.6.1.3,9.9.!.
1'''' 212.11.31.12.1.4.13.22.13.2.5.14
Material Suppliers..... ............... .4.12.1.521,9.3.3
"eJn;.. Melhods. Technique;.. Sequences and
and Procedures 01 Cor,tructlun ........ .2.3.5.431 'l42
","or Changes in the Wor\.. .... ......... .1.1.1.2319.12.4
MISCElLANEOUS PROVISIONS ...........................1
MOoll..allons. Deilnltlon OT ...........................1.1.1
Modlllcations to the Contracl ....... .1.1.1.1.1.2.23.2.2.3.22.
4.11.1,47.3. '12
....1utual ResponsibIlity .... ............................ .6.2
't'~.(onipr",:nl: Work. ~lcerlJnCe 01 Deletllve or ..... .13.3
'otlce. \\rlllc-n ..' 2311.2315. 4.2. 4~.' 4.7.4.4.').
4.126.4.12 - 52.1. i.3. i.4. i.9.2, 8.12. 8.32,8.3.3,
941.9bl..-.9CJ1.995.1026.11.14.11.31.
11.35. " 3 -:, 1138,122. 123. 13 22,132.5, 14
',Illl,". P~rmlts. fl'e> Jr.d. ........23.2.4 - 4.13 1.102.2
Sotlce 01 Testing and Inspectl\ln; .... .................. i.i
'otlce to Pf()c(:ed . . . . . . . . . . . . . . . . . . . ., ..8.1.2
Ob-ef\at:on'j Contractor's ........... ..........122,4.7.3
Oc:..;,anC\ ..... .... .813,8.1.4,95.5,1139
(.l-'l-~Ik\ In,:,rl'ltll}n~
b\ the Architect .... .2.3.16.2321.9.4.2,9.8.1,9.9.1
On'~ ~., Ob'l'" Jllon> by the Architect. , . . . . . .2.34. 2.36. 2.3.9,
i.7.1. 7.74.9.42. 9b.l. 991
Orde'''. \\lIllen ....... ......33.49,12.1.4,'2.4.'.13 I
OYil\oiER ......... . . . , . . . . . . . . . . , . . ., . ., . . . . . . . ..3
O"ner, DC1,n.tlon .. ............................ .3.1
0" r. '. Iniormallon and Ser"ces
"<_lLilled \11 the ....... .3.2, 47 1, 613. f, 2." 1l.:!. 11 )
0,,1'1, ,> Authur;\'. .......... .2.3.21. i.i2. .. 3 1. ,)3..~.
. 9.81.11.38.1212.1214
O",..,'r, Fonar. ,al (J['JI,., .. .............. .3.2.1
O"n," s L'Jr<.h In,UIJ~('.' ..................... 11.:.!
(1,\n<'1 ,Rela!l(lnshlp" i" '_!l< ,.nuaCr," ..... 1 12.9.54
U\\~. , Rll~ht t\1 Carr) 0.' i".l' \\prk .............. \ 4.13.2.4
l).'-' , R'gh! to CICdn l: ..................4152.6.3
0" ".:., > Right to Periorm .... ud, and to
~.'"ard SepJrate Con!'3:" ..........,....
O,,~.cr; RI~ht k Tt.rm,nah' the CunlrJct .. .. . ." .'
0" ner S Right to Stop ,....i' \\ vrk . . . . . . . . . . . . . . .
0" "ler;h,p and U,e 01 D', c~"l(:nh
.1
.,. .6.'
.142
. . . . .3.3
\ 2 5. 53
Periorm~nce Bond and la':lor and .\'~te(\al P~, menl Bond ...7.5
Permits. Fees and Nollce, ............. .3.2.3. 4~. 413. 10.2.2
PERSONS AND PROPERTY, PROTECTION Of ....... .. ... .10
Product Data. Dehnltlon oi ..........................14.2.2
Product Data, Shop DraWings. Samples.nd ,. .2.3.18, 4.2.1,4.12
Progress and Complehon ................... .2.3.4, 7.9.3, S.:!
Progress Payments......... .i.8. i.9.3, 9.5.5. q 8.2, 9.9.3, l~.H
Prolect. Definition of ............................... .1.1."
ProJect Con,truetlon 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, ".6. 4.7,4.13.1.
~.1. 102=.14
Rejl'ct,vn 01 \\urk 2 \16. 45.1. 132
Rc'ka'(" 01 \\al\l'r~ .lnd L,,'n' ..992. 9 9~
Repre,('nlalll)n, ....... 122.45.412.5. ').42. 96.1.991
Reprc'l"l'\td!l\e. .., .2.1,22,23.2,2.322.3.1.4.1,4.9,3.1,9.3.3
Respon>lbol,h 10' Th"'l' I','r~tlrmlng the \\",k ....2.3.5. 01.3.2,
6.1.3, 62.98 1
RetJ,nage .. ') 3 1 <)) 2. 982. '.I 9 2.9.93
Rl"\le" 01 CuntrJlI UUcuml'r.t, b) the I. '..ntractor ...... .1.2.2.
4.2. 4.7.3
Rl"I\:'\> oIContralt." '.;hm,!tJ:, tJ\ O"I'\l'r J~d
.\rchitect ....... .... .23 18, ~.10. 4.12. 5.2.1, 5.2.3. 9.2
RighI, and RemC'd.l's . . . . . . . .11 2. 2315. 2.3.16. 3.3. 3.4.
53.61,63. i6. 7 9. 8.31. 96 1. 97.
103.12.12.122.1322. '"
Ro)~I\lCS and Patents . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.17
102
.2 3 5 101
..: lZ 3
231~.2318.
.C 412
~ample~ at the Sill'. D"'..lm<'I'\l; and .....4 il
~cht'dule Contractor', C"n,trUCI10n ., .410
~(h{'dulc Prowct Con'lruct.on . 410
Sch.dule 01 \Ji"e> . ." . 9~
Scpdrate Contract, and Cu"llraClOrs .... .4.14.2,6.11.3.6,13.1.2
Shup Dra'.'.1ng>, Dellnlllnn .. . . . . . . . . 4 12.1
Sh.p DIJ.\lng'. Prod"C Data J',d Sampll"' 23 1i.
2.3 18.42. 4.12
. . . . . .413. 62.1
..122.23.4.2321. -7. 'J81 9.91
... .234.23 (,.2.3 "'. i.7.1.
, ~ C) J ~. 9.61.9.9.1
. . . . .2 3.16. 77
. . . . . . . . . . .11 3 5
.11.1.124.13
. . .7.9.2, 1322. 132 ~
........ ~ 1. 9.:'.1.1(13.141
21932.10212.1131.132'
...........,.. .5
......... .51.1
12~ 215 4~1 43:
5 '
231/\ 410.412.521523
q: '.," Q81.9':il.Q9:
Safet) 01 Persons and Property
"all'l\' Precaut.ons and Progran',
~dmple,. Defln'tlOn 01 ...... . . .
Sdmple" Shop Dra\~ Info' Prnduct Data and
~lle. Lse "I ...........
<,'Il' I~,p,ction, ..........
~Ite \1>1". .~rd),ll'lt ;.
Patching oi \\'ork. Cutt:n~ and... ........... .414
PJ".-'. Rn",'\:c"Jnd ............. ....... .4.1-.1
Pa\",,"t R,,"~ Lai'u, a-r: \lJl" al ............. .7.5
Pa\ment. C"rlra,lor' Ap;"'.callom Jur ... .2)11 '12 ,,~ ':l.4.
", , 9 (,.1,97.1,982.9.91. 9"J~, 1422
Pa'''''.''lt. Proll'cl Cerlli,ca:',,:> ior ........23" 2 3:1 9.4.9.5.1,
9.55. 9 b 1. '1 - ~ u f\ 2. ':l 'I 1 <19 3. 1 ~ i.": ',,; 1 " 14.2.2
rJ,"',.lt, Failure (I[ ...... '152.9.6.1.3. 'l7. Q Q2. 14
PJ''1'i'nt. F1I'\JI 23.15,2.321 "q 1131
PJ.-' ..,~, Pr""rC',' - 1\ -" '.955.982.9'13.1214
p.1, "Il" TS ASD CO~PLETlON .. .. . .. .. .. 9
Pd. _", .,:, tu ~L.~'c,nlrdClc'" '1.5.2,9.53.9.5.4,961."
"33,1421
PJ,-"'''lt; \\ ,th"c.!d ............ .9.6
~p"~ JI In';'l,' ..n Jnd 'T,.,:,,~
S~,-; al HJ:Jrc;- In>urar., t'
~pt'\. T,C..l:hln:" ..............
Sldt,,~t" 01 LI~..tJI.C'"
Stopp.ng the \\,"~
Stu,ed \latl'flJi,
SUBCONTRACTORS
Subcontractnrs. Oc" , " n .,'
SiJhc. .....iht\lr.. \\1"" :'"
~~O(\..'~Ir,h tLial Rp!at:j ,.."
~ub~ llal; . .
4 A201/CM-1980
\1" DOCl"H'l 4201CIrrw4. Ct....l~.\.~ (,~" ,... :1......."V.. 1;" \ ..~'.
(\),,:~\..l_' '\. ".l,"".\..Ct'~[""~ ['.;.1(1..... ~'i l~' ~IU' ......... ~ ,...
\"~,:I..,.,;.,,.. ~~~\.lf '\J\i".111;ll'" :-;.,'~\'H.'Ir\.....\E. ....\\ \.''''~~I'''''L~\I' ~'c .""".
-. - ,...,.... --... ...--..........-.--.....-..-.-... ............~. -- _...- -.-..........- .... ---......
Subr08~tlon. W~lver of ............................. .11.3.6
Subst~ntlal Completion of the ProJect, . . .. .. .1.1.4, 9.a.3, 9.a.4.
9.9.",9.9.5,9.9.6, 13.2.1, 13.2.2
Subsl~ntl~1 Completion of the PrOJect, Definition of . .. . . .a.l.4
Subst~nti~1 Completion of the Work.... . .. .2.3.21, a.l.l, 8.1.3,
a.2.2, 9.4.2, 9.8, 9.9.3. 11.3.9
Subst~ntial Completion of the Work, Definition of ....... .8.1.3
Substitution of SubcontriCtors ......,............ .5.2.3. 5.2.4
Sub~titution of the Architect. . . . . . . . . . . . . . . ... . . .. . . . .2.3.:n
Substitution of the ConstruCli..>n M~n~ger ..............2.3.23
Substitutions of Materials ....................... .4.5, 12.1."
Sub.subcontractors, Definition of ......... . .. ..... . . . .. .5.1.2
Subsurf~ce Conditions .............................. .12.1.1
Successors ~nd Assigns. . ... . . ., .. . ... . .... .. .... . ..... .7.2
SuperflSion ~nd Construction Procedures. . . . ..... .1.2.4,2.3.:).
4.3, ".4, 10
Supenntendent, Contractor's ......................4.9. 10.2.6
Surety, Consent of ..............................9.9.2, 9.9.3
Surveys... .. . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. ..3.2.2, 4.18.3
Taxes ............................................... ....6
TerminatJon by the Contractor .........................14.1
Termination by the Owner. . . . . . . . . . . . . . . ... .. .. .. . . .. .14.2
T ermin~tlon of the Afchltect .........................2.3.23
Termination of the Construction Manager. .......... .. .2.3.23
TERMINATION OF THE CONTRACT ..................... ,14
Tests............................... .23.16.43.3,7.7.9.4.2
TIME ........................... ..... .,..........,......
TIme. DefinitIon of ................................... .8.1
Time, Dela~s and [xten<,ons of ......... .83. 12.1,12.3,132.7
Time Limits, Specific. . . . . .. . ... . . . .3....4.10, 7.9.2. a.2, 8.3.:
8.3.3,9.2,9.3.1,9.4.1,9.5.1,9.7,11.1.4
11.3.8,12.2,12.3.1.13.2.2.13.2.7,14.1,14.21
Title to Work ..................................9.3.2, 9.3,)
UN(OVDING AND CORRECTION Of WOIK ............. U
Uncowring of Work ..............,............,......13.1
UnforsHn Conditions... ......,.,............... .a.3.1, 12.1
Unit Prices .......,..............,......... .12.1.3.2. 12.1.5
Use of Documents ... . . . . . . . . . . . . . , , . . . . . . . . . .1.3, 3.2.5, 5,)
Use of Sill.' ................................,.. .....13, 6~1
Values. Schedule of .........,......,........,..........9.2
Waiver of Claims by the Contractor. . . .7.6.2. 8.3.2, 9.9.5, 11.3.6
Waiver of Claims by the Owner. . ....7.6.2,9.9.4, 11.3.6, 11.4.1
Waiver of Liens..................................... .9.9~
Warr~nty ~nd Warranties ..............2.321, 45. 9.3.3, 984
9.9.4, 13.2.2. ur
Weather Delays. . . .. .. '" ..... . .... . . . ..... ......... .8.3.1
Words, Recognized Meaning of ....................... .1.2.3
Work. Definilion of ................................ ..1.13
WORK BY OWNER OR BY SEPARATE CONTRACTORS. . . . ....
Written Consent. .. ...... .2.3.22, ".1".2, 7.2, 7.6.2, 9.8.1, 9.93
Written Interpretations.. . .... ........ ....1.1.1, 2.3.11, 12.3~
Written Notice...... .2.311, 2.3.15, 4.2, ".7.3, 4.7.4, ".9, 4.12.6.
".12.7,5.2.1,7.3,7.4,7.7.2,7.9.2, a.l.2, 8.3.2,8.3.3,9.4.'.
9.6.1,9.7.9.9.1,102.6,11.1.4, ".3.', 11.3.5, 11.3.;.
11.38, 12.2, 12.3, 13.2.2, 13.25, 14
Written Orders. . . . . .. . .. " . . . . . ..3.3,4", 12.1.... 12.4.1, 131
AlA OOCUI.1E...T A201 'CM . C[': R..t CO'[ ',110'~ (I' :rlE CO"'1R"CT lOR CO"'~ lRLCTlO'"
CO"HlCTiO' \,..,...C[\\[...1 EUlllr" . Jl'[ 1". [OIT'O'" . AI....~ . € 198(1 . THE
A\\[RIC..... '.'Jlll H 01 ARCl1"lCl, 1~3; ,[\\ "'O~~"\l ,...... \\'ASH!-..CTON. 0 C ~000t.
A201/C~--1980 S
. ...,... .., ........-;;...:~-""""'~~...,);'Z.'::il.~"';.o':.....:::....-,c>,.............~".~,...::.-".,.. ....-."I'Y'-.....-;t-.".........':........~~....r-.~........:tr.;.........:.........J'....-...-:--_........,...., .~._.. -..-."....
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 of the Contract IGeneral. Sup-
plement,HY and other Conditions), the Drawings. the
Speciilcatlons. and all Addenda issued prior to and all
Modifications issued after execution of the Contract. A
ModifICation IS (1, a vmllen amendment to the Contract
signed by both parties. (21 a Change Order. \31 a written
interpretJtlon Issued bv the Architect pursuant to Sub-
paragraph 2.3.11, or ,-I, a \Hlllen order for a minor
change in Ihe Worl I~..ued by Ihe Architect pursuant to
Pclragraph 12-1. The Contract Documenh do not include
Bidding Documents such .15 the Advertisement or Invita-
tion to Bid, the In~tructlun~ to Bldder$, sample iorm5. the
Contraclor's Bid or portions oi Addenda relallOg to any
of these. or any other documents unless -pecliICal",. enu.
meraled in the Owner-Contractor Agreement.
1,1.2 THE CONTRACT
The Contract Documents form the Contract for Construc-
tion. ThiS 'COnlrJct represent- the entHe and intepated
agreement between the parties herelo and supersedes all
prior negotiations, representations or agreements. either
wrillen or oral. The Contract may bc amended or modi-
iled only b~ a ....'od,ilcatlon a' deilned ,n Subparagraph
1.1.1. ThE' Conlract Documenh Shclll not be construed to
create .1nl contractual relationship of any klOd bel\\cen
the A'ch,tect and the Contractor. bet\\een the Construc-
lion \1...nager ,lnd the Contractor or bet\\een the Archi-
tect and the ConstructIOn Manager, but the Arcrlltect Jnd
the Construction ,"Jnager sh.,11 be entitled to periorm-
ance of the obligation, oi thl' Contractor ir~ended for
their be "eilt Jnd 10 eniorcement Ihereoi. 'othlOg con-
tained In the Contract Documrnts shall create any con-
Iractual relatlon~hlp between the Owner. the Construe-
lion '~,Jnager ('r lhe A.rchltec and an~ Subcontractor or
Sub-<uocontractor
1.1.3 THE WORK
The Work comprise5 the complrtl'd constructIon required
of the Con:ractor bv the (ontracI Documents and in-
cludes all labor necessary to produce such construction.
and all malerial- Jnd eqUipment IOcorporated or to be
Incnrporated tn luch cnnstruClion
1.1.4 THE PROJECT
The Projecl as deimed 10 the Owner-Contractor Agree-
ment '" the total con.;t;uct,on of which the Work per-
formed under the Contract Dc-ument~ i- a part
1.2 [\ECUTlOlli. CORRELATlO.... AND INTENT
1.2.1 1'1(' Cf)ntract Ol...,-~l'~:- ,h.l~' be -;ned Ir. nCd
les" than qu.;~rurl1cate b\ the 0\\ ner and the Contractor.
I: either the O\\ner or the Contractor or both do not sign
the (" .,d,t.Cln, of the ContrJ'-' Ora\\ Ing" )peCli,catlon5
nr am 01 the other Contract Document, Ihe Arch,tec:
~h.lll Identl1Y such Document...
1,2.2 ExecutIOn ot the ContrJct b~ the ContrJctor IS .
representation thJt tne Contrclctor hclS \lslted the Site' be-
come familiar With the local cond,tlon~ under ",hI( h the
Work is. to be perlormed, Jnd has correlated personal
observatIons Wllh Ihe reqUirements of the Contract Ducu-
ments.
1.2.3 The IOtent oi the Contract Documents IS 10 indude
all Items necessary ior the proper ('xecutlon and comple.
lIon ot the \\ ork. The ContrJct Documents Jre comple.
mentary. and what IS required by anyone shall be a>
blOdlOg as if reqUired by all. Work not CO\ ered 10 the
Contract Document~ "ill not be rNlu,rt'd unless it j- cor.
-I~tent therewith and is reasonabl~ inier.lble Ihcreirol11 a.
belOg necessary to produce the intended re,ulh \\ lHd'
.,nd "bbre\ lallons \\ hrch ha\ e \\ell-knO\\ n techniC'! O'
tl.,de meantng, Jre used In the Cllntr.lCt Dncumel~" I~
.J(cordance \\ Ith such recognized me,lOm~,
1.2.4 The organization oi the SpeCillca'tlon.. into d,~ .
slon~. sections and articles. and the Jrrangement ot Dra"-
lOgs shall not control the Contractur in di\iding the \\'or~
among Subcontractor, ur In C~I.liJ",hln,.: Ihl~ e\tent c,'
Work to be performed bv an\' trade.
1.3 O\\NERSHIP AND USE Of DOCUMENTS
1.3.1 All Drawings. Speciiicalions and cop Ie.. therel'
furnls~ed b\ the 4-rchllect .HC "nd _h ~1I remain the p'op.
erl\ ot Ihe Architect. The\ are tll be u~ed onll "ilb. re
spect to this Project and are not to b(' u-ed on .10\ othe'
ProWl: \\,th the e\Ceplion oi one' cnntr,lCI -el illr <,.lCr-
pMt\ tu '''e Conlract. 5uch docume"l, .1Ie to be r(.tll"~('c'
or suitably accounted ior to the Architect on requl'-: .1'
Ihe completion 01 the \\ork. Subml"lon or dl~trlbutll)r
to meet o",cIJI re~lllator\ requirem('nl, or illr (I1h('~ rHi"
pC'<!:''' In connection \\ Ilh t:'l' Proll'C! t< not \0 be con.
<lrLJt'd ,1' publ,otlon 10 derO~,111\)n (l! the' A.rchilect <
common la\\ COP\ rJC:hl or olher re-<'r\C'd 11:::1,1,
ARTICLE 2
ADMINISTRATION OF THE CO'.:TRACT
2.1 THE ARCHITECT
2.1.1 The Architect i5 the per~on 1.1\\ lulil Iic('n,ed to
practice architecture or a~ enll" la"1ulh p~,lCIIClnl!. ar-
chitecture identtllfd as ~L;ch in Ihe Ol\ne~-Con\r;ctor
Agreement The term "'.rc;" leCl me,ln" tr-" "'.:chlte'ct or
the Archllect's authorized reprl'-l'nIJII\e.
2.2 THE CO~STRliCTlON MANAGER
2.2.1. The Cor....ucllon "Jna;.:"~ I- the person or entlll
Idenllilcd a" "uc, In the Owner-Contractor Agreement
The lerm Con,tructlon \1anager means the Construclior
,~......~:::f'~ r' .~~. Cn~,l"~r!!I'~ '.........;:..... .~
t ;"e'en:..; 1,\ (
2.3 ADMI:-';ISTRATIO, OF THE CO'TRACT
2.3.1 1~(' A'c/:'Iec Jnd I"'c ("n-"~cllon '1anJ.:er...,~'
41" DOCL'\U....T .4.201 ('1 . (,~ "'[~.1~ C,y,-"f)I~:, 1.....~ i.....:~ ;t'"l! CO,.,,~(.. fe,;" ((j.......:...-. (i:CI'-..
(:,."~~,'..C-.O...,, ".tt..'A,Ct\'.['~ [DI~IC'~ . J:........E -:93' EO:- 0' . AlA! . -: '~4~' . T~E
""';;; :.l.'- ....'~ T'~.r or \~(Hq[(1l.. 1~rJ 'l\\ ,n.... -\\[ ,\\ \\\>Hi'C1(), ~( ~('ll'Il'J,
A:?Ol/CM - 1980 6
. .., ...-~. .-<-,.. ....-.. ~ ---..'---..-.---------,. ....-. ..-.:-...-....-. ..-. ...--..... ......
provide idministration of the Contract is hereinafter
described.
2.3.2 The Architect and the Construction "anager will
be tr.e 0" ner's representatives dUring con~truction and
until i,nal payment to all contractors is due The Archi-
tect clod the Construction Manager will ad\ "e and con-
~ult ~Ith the Owner. All instructions to the Contractor
shall be forwarded through the ConstructIon Manager.
The ."rchitect and the Construction Manager will hive
iuthority to act on behalf of the Owner only to the extent
pro\lded in the Contract Documents, unless otherwise
modJiled 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
In accordance with the Contract Documents. and will en-
dea\or to guard the Owner aRaJn~t defects and deficien-
Clt>~ ,n the Work of tht> Contractor.
2.3.4 The Architect \\111 \lSlt the site at inter,als appro-
priate 10 the stage of construction to become generallv
;dmlllar with the progres~ and quahty of the \,\'ork and to
determine in general if the Work is proceeding 10 accord-
ance With the Contract Documents. Ho~ever. the Archi-
lect ".II not be required to make exhaustive or con-
tInuous on-site inspections to check the quality or quan.
tlt\ of the Work. On the baSIS of on-site observations as
an architect. the ArchItect will keep the O\\ner ,nformed
of tht> progress of the Work. and will endeavor to guard
the 0" ner against defects and deficiencie~ in the Work
of the Contractor.
2.3.5 Neither lhe Architect nor the Construction Man-
ager \",ill be responSible for or have control or charge of
construction means. methods. techniqoes. sequences or
prOCl'dures, or for safety precautions and programs in
connection with the Work. and neither will be respon-
Sibil; for the Contractor's failure to carry out the Work in
acco'dan,e with the Contract Documents. "either the
Archtt'l.t nor Ihe Construction Manager Will be respon.
Sible for or have control or charge over the acts or omis-
~Ion~ of the Contractor. Subcontractors. or any of their
agent~ or employees. or anv other persons performing any
of the Work.
2.3.6 The Architect and the Construction \\anager shall
at all times have access to the Work wherever It is in
preparatIon and progress. The Contractor ~hall provide
facilIties for such access so that the Architect and the
Construction Manager mav perform their functions under
the Contract Documents.
2.3.7 The Construction Manager will schedule and coor-
dlOate the Wor\... of all contractors on the Prolect includ-
Ing their use of the site. The Construction .\1anager ,\ III
\..eep the Contractor informed of the Project Construction
Schedule to enable the Contractor to plan and perform
the Work properly.
2.3.8 The Construction Manager will revie" all Applica-
tion) for Pa\ "11ent b, the Contractor. including final pav-
me'll and will assemble them with <,mdar application;.
;'c,m other contractors (In the Projee: Into ., combined
"'(IICC! ApplicatIOn for Pa~ment. The Construction ....'an.
.lEer 'I0'Io,11 then make recommendation< to !h('~rcl-,ilect
f~r certification for pa\ment
2.3.9 Based on the Archltect"s observation;. the recom-
mendatlons of the ConSlruction\1anager and an e\alua-
tion of the Project Applicition for P..,.ment. the Architect
will determine the amount owing to the Contractor and
w,1I Issue a ProJect Certificate for Paymenl incorpor.ating
such amount. a~ prO\lded in P.aragraph 9.4.
2.3.10 The ArchItect .....ill be the Interpreter of the re-
qUirements of the Contract Documents and the Judge of
the performance thereunder by both the Owner .nd the
Contr.ctor.
2.3.11 The Architect will render interpretations neces-
sary for the proper execution or progress of the Work.
With reasonable promptness .nd in accordance with
agreed upon time limits. Either part\' to the Contr.ct m.y
make wrillen request to the Architect for ~uch interpreta-
tions.
2.3.12 C1clims. disputes and other matters 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. After consult.ltion with the
Construction .".lnager. the Architect WIll render a deci-
Sion In wrlling ",thin cl reasonable lime.
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 not
sho\\ partiality 10 ellher. and will not be liable for the
result of any interpretation or decision rendered in good
faith in such capacity.
2.3.14 The Architect's decisions In mailers relating to
artistIC effect will be final if conslstenl ~'ith 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 ConstruClion '''anager. except those
relating 10 artistic effect as prOVided In Subparagrapt-
:'.3.14 and those which have been waived by the making
or acceptance of final paymt!nt a~ provided in Subpara-
graphs 9.9.4 through 9. 9.6, IOclu~l\e. shall be subject to
arbItration upon the '\rillen demand of either part\"
Howe\er. no demand for arbitration oi any such claim
dl<pute or other mailer may be made unlil the earlier 0:
11, the date on ~ hlch the Archltecl has rendered a writ.
ten deCISion. or (2' the tenth dav .after the partle~ ha'e
presented their e\ldence to the Archllect or ha' e been
gl\en a reasonable opportunity to doso. I; the Architec:
ha~ not rendered a written decl~lon b,. that date. When
such a written decision (If the Architect ~tates III that the
deci~lon is final but subiect to appeal and 12 that am
demand for arbitration of a claim d"pute or other mailer
covered by such decision must be made ~Ithin thlr!\ da\,
after the dale on which the part\ making the demand reo
cel\es the wrillen decision. fadure to demand arbilr.ltlol"1
"ithln said thirty dav period will re-ult in the Archllect";.
dpcl<ICln becoming tlnal and" "'d,ng upon the 0" r'C
and the Contractor. If the -\'ch'!e:t r<<:nder;. a dec'"c-
arter arb,tra tlon proceedings h~..' been Initiated. such
deCISIon may be entered a;. e\ ,den((' but \\ ill not supe:-
sede anv arbitration proceed,nl;' l..','e"" lhe dee<ion i<
acceptable to all parties concerned
7 A201/CM - 1980
AI" DOCL'~E"'T "201'CM. C['o..ER.Al CO~OITlONSOF THE cO"~~CT fOR CO'SHlCTIO'
CO!'..STRL'CTIO' MA!'..ACEME!'..T EDITION . JUNE 1911O EOITIO'" . AlAe . <<> 1980 . THE
AMER.ICAN INSTITUTE OF ~RCHlllCTS 1~)5 'EW YORK ,,\ E ,\\ \\ ~5H"CiO' 0 C. 20(0,
:Z.l." The Architect will ha\'~ .uthority to reject Wor\
which doe~ not coniorm to the Contract Documents. and
to reQuire -peclal inspection or \elttng. but will take such
achon onlv .liter consult.tlon ",th the Con-trucllon Man.
dl:er ~uhlect to review by the Architect the Construction
\\JnJ~{'r will ha\e the authorlt\ to relect Work which
does not conform to the Contract Document" Whene\er
In tt-,. Con_trucllon \\JnJ~er' opinion. It I~ con~ldered
ne<es~ar\' or advi~ahle ior the implementation oi the In-
tent of the Contr.ct Documents. the Construction Man-
J~er \\ .II have authOrity to reQuire special in~pectlon or
te~tlng of the Work In accordance with SubparaRr.ph
i.7.2 whether or not such Work be then fabricated. in.
stalled or completed The fnreRoln~ authority of the Con~
"tructton Mana~er will be subject to the provisions ot
Subparagraphs 2.3.10 through 2.3.16, inclusive. with re-
spect to interpretations and decisions of the Archlt~ct.
However. neither the Architect's nor the Construction
Manager's authorih 10 act under Ihls Subparagraph 2.3.16
nor .nv deCision made bv Ihem in good failh either to
exer(ls~ or not 10 exercise 'uch aulhorltv shall RivE' ri-e
to any duty or re<.ponsibdll\ oi the Arch'lect or Ihe Con-
qructlon "\ana~er to the Contrclctor. am Subcontractor
am (Ii their agent~ or emplmee<.. or an\' other per-on
periormln~ an\' oi the Work.
2.3.17 The Construction ManaRer will recel\'e from the
Contractor and review all Shop Drawings. Product Data
<!nd SJmple~. coordln.lle them \\ Ith Ini(lrmation contained
in related documents. and tram.mit to the Architect those
recommelnded for approval
2.3.18 The Archllect will reView and approve .or take
other appropriate action upon the Contractor's submillals
suct- as Shop Dra\' Ing~. Product Data and Samples. but
onl, for coniormance With Ihe deSign concepl of Ihe
\\'orl.. and the Iniormatlon gl\en In the Contracl Docu.
ments Such acllon shall be tal..en With reasonable prompt.
ne" so J' to ('!LJ-e no dela\' The Architect's appro\'al o'
.! -prelll' Item ,hclll not Indicate appro\al of an as-embl\
01 "hlch the .tem IS a CompClnenl
2.3.19 Following consultatIOn With. the ConstructIOn
Manager. the Architect will t,ll..e aprropriate action on
Change Order~ In accordancr with Article 12. and \\ ill
ha\'e auth(Hlh to order mlne,r (han~e< In the \\'ork a~
pro\lded In 5-ubpar,H~raph 1241
2.3.20 The Con-lructlon Manager will maintain at the
t'rc:ect site on(' record COP\ ot all Contracl,. DrJ\\lng'
Spec!ilcatlom Addenda. Change Orders and other Modl-
ilcatlons pertalnln~ to the PrOlect In ~ood order and
marked currently to record all change~ made during
construction and approved Shop Drawing$. Product
Data and Sample. These shall be available to the Arch,.
lect and the Contractor. and ~hall be delivered to Ihe
Architect for the Owner upon completion of the Project
2.3.21 The Con~truction Manager will assist Ihe Archl'
tect in conducting inspection~ to determine the dates of
Substantial Cnmplelion and final completion. and will
receive and forward 10 the Owner for the Owner's revie\\
\'.' '~e~ \\ J".''1::(,' ~,.,d relaled d,,, umc'~.:, reqUired b, the
C.- ~~~i1L: .1nd ;, ....~l1!.:u~ 1'1\ the Contra(\or The ....rch,/(,l:
\\ ,:i I'''ue a flna' P'''j'''.l CertifICate ior Pa\r:"f'nl upon
e,'~;::!:~nce With l~e requirements of P.1f.l'..:' . q.
2.J.21 The duti~. responsibilities and limitations 01
authority of the Architect and Ihe Con"tructlon \\.lnJll~
J' tht> Owners representali..es dUrinlt construction as s
torth In the Contract Documents. "ill not be modllll'd \.
e"tended without written consent of th(' 0\, ner. tht' C on-
tractor. the ".rchllect and the Con-lrulllon "\.1 '1.1 c."
"hich consent <.hall not be unreasonJhh \\lthheld f,l:lurf
ul the Contractor to re"pond \\Ith.n ten dJ'" to a \\ "'te~
request shalf conslltute consent b~ th{' Contractor.
2.3.23 In case of the termination of the emplo\ m..nt ('.
the Architect or the Con..trucltnn \\.In.H:.er. the Own€"
"hall appoint an architect or a construction m.II1)~e.
against whom the Contractor mal..e<. no rea~onahle ohjec,
lion and "ho~e status under Ihe Contract Document.
~hall be that oi the former architect or con~truction man,
a~er. re"pectivelv Any dispute," connection With suc!-
.lppOlOtmenh ...hall be "ubrect to arbitration.
ARTICLE 3
OWNER
3.1 DEFINITION
3.1.1 The O\\ner 1< the person or entll\ Idenllf,"o a'
~uch In the Owner-Contractor Agreement. The terr-
O\\ner means the O\\ner or the O\\ner'~ aulhorlzec
representatl\ e.
3.2 INFORMATION AND SERVICES REQUIRED OF
THE O\....NER
3.2.1 The Owner shall. at the request of the Contracto'
at the time of execution oi the 0" ner-Contractor Acree.
ment furnish to the Contractor reasonable evidence Iha'
Ihe Owner has made finanCial arr.lngemenb to fuliill tt
Owner'~ obligations under the Contr.lct L ~Ie" 'uc
reJ~onable e\ Idence is furnished. thc. ContrJClor I' nc'
required to execute the Owner-Contraclor Agreement c'
10 comm(.nce thC' \\'orl..
3,2.2 The Owner shall furnIsh 0111 "Uf\e\' de"flbin~ Ir.:
ph~slcal characterlsllc~. lego1l limitation, and ulill!\ 10e--
ttons for the ~Ite of the Pr''iect .lnn .1 lecal dc-cropt"n .-
Ihe sIte. .
3.2.3 Except a, pro\lded '" Subrara~raph 4.7.1. Ihc
0\\ ner ~hall <ecure and pay for nC'(C,<.lf"" Jpprm .l~' ra,r
ments. a~sessments and charge;. rrqUlr{'d lor the construc-
t,on. use Cf occur.1nC\ of perm.lnrnl ,lructurr- or fr'
pc'rmJnenl change" In e'(1-tmg i.ll tI,t,C',
3.2.4 InlormatlOn or ser\ I(es under thC' 0" neT - cont"
~hall br iurnl~hed b\ the O\\ne' \\lth rf'J-<lr1Jble promr'-
ne;.~ to .1\ (lid dela\' '" the order:'. pro,,'(-- (\f thC' \\ llrk
3.2.5 L:nles;. otherwise pro\ Idrd In the Contract Docu-
ment,. the Contrac10r \\ill be lurnl"h-d :'('r ll! en.:':
.111 cop/C" of Drawings and Speclflc.l! ''1, re.l~onabl\ nec-
essary for the elleculion of the \\ (,'k
3.2.6 Thf.' 0\\ ner shall forv..'ard all In"ructlon<. to lr:
ContrJctor through the Construction :\\.:~.; ~(' \\ It" ,:mul.
taneou" notiilc.3tlon to the Architect.
3.2.7 The ioregOlng Jre In addition to (,:'1er dUlle' ~~~
r(l~rnr"o, 1"'::1i(''- f:' tn(' O\\nf" f'''''l.;........'rJ.j"~ .....(0.. - ,....-1
pellJI~\ lhU~t: If"' f\.....r>l'l t (I \ \\ I .... ~,\ 0... ~t'r t" ....; .
rate Contractor, Pa~menl' Jnd CompletlCln
M'.C{, In Article" 6. 9 and 11 rf'.;)('cll\eh
A201,CM - 1980 E
"I" DOCL..\U'T A:201 eM. "t .....f..R....l CU'Oi,IO'" <Jf lt1L \.. 1)""'1 l\'-\{. - I' (O....:-~R~ (1:C'-
':'.-"'-;;.CTIO'. "~~'~C[,,,""T [D1TIC'.... . IV..' '980 [DI110-: . ^'~' . : ~Oi' . lH[
,.. . ':\'. I'"~ 1l i~ r)f -\I\(H'ltel' ,-3-)~. ,,\ \, II\.~. .''.: ",\ \\ \'-. ',...1CJ'. :) ( .:',')'~..
3.3 OWNER'S RIGHT TO STOP THE WORt(
3.3.1 If the Cor,:ractor fails to correct defective Work as
required by Paragraph 13.2, or persistentl~. fails to carry
out the Work In accordance with the Contract Docu-
ments. the Owner. b\ a written order signed personally or
by an agent specdicJlly so empowered by the O",,'ner in
wntlng. may order the 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 Work shall not give rise to any duty on the part of the
Owner to exercise this right for the benefit of the Con-
tr.tctor or any other person or entity, except to the extent
requlfed by Subparagraph 6.1.3.
3.4 OWNER'S RIGHT TO CARRY OUT THE WORK
3.4.1. If the Contractor defaults or neglects to carry out
the Work '" accordance with the Contract Documents,
Jnd fails Within seven days after receipt oi written notice
irom the Owner to commence and continue correction of
such deiault or neglect \\'Ith diligence and promptnes~.
the 0\\ ner m.n', after se\ en davs followlOg receipt by the
Contractor of an additional \\ nllen notice and without
preludlce to any other remed\ the Owner ma~ have.
ma~e good such defiCienCies In such case an appropriate
Ch.;:nge Order shall be i~~ued deducting from the pay-
ment< then or thereafter due the Contractor the cost of
co,recting such defiCienCies. including compensation for
the Architect's and the Construction Manager's Jdd,tional
sen.lces made necessary by such default. neglect or fail-
ure. Such action bv the Owner and the amount charged
to the Contractor Jre both subject to the pflor approval
of the Architect. after consultation with the Construction
,'-'aNger. If the payments then or thereafter due the Con-
tral ~ 'r are not sufficient to cover such amount. the Con-
t'ac lor shall pay the difference to the O.....ner,
ARTICLE 4
CONTRACTOR
4.1 DEfINITION
4.1.1 The Contractor IS the person or -entlt\ idenllfied as
such 10 the Ow ner-ContrJctorA,greement. The term Con-
tractor means the Contractor or the Contractor's author-
Ized representative.
4.2 REVIEW OF CONTRACT DOCUMENTS
".2.1 The Contractor $hclll carefully stud~ and compare
the Contract Documents and shclll at once report to the
Archtect and the Construction Manager any error. incon.
sistency or omission that ma\ be d'sco\ered. The Con-
tractor shall not be liable to the 0\\ nero the Architect or
the Construction Manager for an\' dJmage resulting from
an\ <uch errors. inconslstenCle$ or omissions in the Con-
Iract Documents. The Contractor $hali perform no portion
oi :~(' \Vork at any time without Contract Documents or.
whe'r required apprO\ed Shop Drawing$. Product Data
or S,,""ples for sllch portion of the Work.
4.3 SUPERVISION "!'.ID CONSTRUCTION
PROCEDURES
4.3.1 The Contractor -h,dl <l.;pCr\ -c and dlfecl the
\\ or~ U$lng the Contractor's best skdl and attention. The
CC""'Jctor shJII be solel~ responsible ior all construction
rr,e~ -', methods tec hnlque<. sequence' and procedures
.. ..
.-
and shall coordinate all ~ortions of the Work under the
Contract, subject to the over.1l coordination of the Con-
struction Manager.
4.3.2 The Contractor shall be responsible to the Owner
for the acts and omissions of the Contractor's employees.
Subcontractors and their agents and emplo~'ees. and any
other persons performing any of the Work under a con-
tract With the Contractor.
4.3.3 The Contractor shall not be relieved from the
Contractors obligations to perform the Work in accord-
ance w,th the Contract Documents either by the activities
or duties of the Construction .\\an.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 lAIOR AND MATERIALS
4.4.1 Unless otherwise provided in the Contract Docu-
ments. the Contractor shall pro\ide and pay for all labor,
mcltenals, equipment, tools, con~truc.ion equipment and
machinery. water, heat, utilities. transportation. and other
faCilitIes and sen.lces necessary ior the proper execution
and completion of the Work. whether tempor.H) or per-
manent and whether or not incorporated or to be Incor-
porated In the Work.
4.4.2 The Contractor shall at all times enforce <lrict dis-
cipline and good order among the Contr.lctor'S em-
plo~'ees Jnd shall not employ on the Work any uniit per-
son or anyone not skilled in the 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 specdled. and thdt all Work will be of good
quality. free from faults and defects and In conformance
with the Contract Documents. All Work not conforming
to these requirements. including substitutions not prop-
erly approved and authOrIZed. ma\ be conSIdered defec-
tive. If required by the Architect 0r the Construc'tion Man-
a~er. the Contractor shall furnish $allsiactory eVidence as
tu the kind and qualit~. oi matenal< .lnd equipment. This
\\arrant\' 1< not limited b\ the IHO\'lsions oi ParagrJph
132.
4,6 TAXES
4.6.1 The Contractor shall pol. all sales, consumer. use
and other similar ta\es for the \\'ork or portions thereof
provided by the Contractor \\ hlch Jre legallv enacted at
the lime bids are recel\ed. whether or not \el efiective.
4.7 PERMITS, FEES AND NOTICES
4.7.1 Unless othem ise pro\ iced :n the Contract Docu-
ments. the 0\\ ner <hal/ secure Jnd pa\ ior the building
permit and the Contractor ~hall "ecure and pa\ ior all
other permits and governmental iees. licenses and inspec-
tIOns nece~~ar\ lor the proper execution and completion
oi the \\ork which are cusloma'''\ secured .liter execu-
tl00 oi the Contract and \\hlch are lega'" 'equired at the
time bid, arc '{>(CI\ f.d
4.7.2 The Con:'JC'" srJli I: .( ..'! noLe€'; and cC'mph
\\ ,Ih all laws. ord,nJnce~ ru€" rl':~ulallons Jne iJ\\'iul
order' oi JO\ publiC Jutf-o':, bearing on the periorm-
Jnce oj the \\ork.
9 A201/CM - 1980
-',-' DOCI.:\\P.T -'201 CM . CE'E~~, CO'DITIO'S Of THE CO,TR~( r fO~ CO''",.,,:- 0',
CO'STRL:CTIO, ."A"ACEME!>;T EDIlIO., . JU'E 19&' EDITIO" . AlA. . :go 198.: . THE
~"ERIC-'''' l'STlll..TE OF ...RCHITECTS '~35 ....EW 'Oh ~\t ... \'. \\ "'<H"(;IO' D C ~ooc..,
..7.3 It is not the respomlbillt, of the Contr~ctor to
mJke cert~in th~t the Contrict Documents Ire in iccord.
.nce with ~ppllcable I~ws. statutes. building codes ind
regulolllonS. If the Contractor observes th.t iny of the
(ontrolct Documents are at varlJnlC' Iherewith in ~ny reo
~pect the Controlctor shall promptly notlh the Architect
and Ihe Construction Manager In wrlllng. and .n,' neces-
s.ar\ changes shall be accomplished by appropriate
Modlilcation.
..7.. If the Contractor performs iny Work knowing it
to be contrary to ~uch liWS. ordinolnces. rules and regula-
tions, ~nd without such notice to the Architect .nd the
Construction Manager', the Contractor shall assume full
responsibiliiy therefor and shall bear all costs attributable
thereto.
4.1 ALLOWANCES
4.a.l The Contractor shall include in the Contract Sum
all ~lIowances stated in the Contract Documents. Items
co\ered by these allowances shall be supplied ior such
olmounts and by such persons a~ the Construction Man-
ager molY direct. but the Contractor will not be required
to employ persons against whom the Contractor makes a
rColsonolble objection.
4.8.2 Unless otherwise pro.. Ided In the Contract Docu-
ments:
.1 these allowolnces shall cover the cost to the
Contractor. less am applicable trade dl<count
of the materi.ls and equipment reqUired by the
, allowance. delivered at the tile. and ,all appli-
cable taxes;
.2 the Contractor's costs for unloading and han-
dlin~ on the site, labor, Installation costs o\er-
head. profit and olher 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 adluSll'd
accord,"~lv by ChJnge Order. :he amount of
which \\illl reco\::nlze chan~es. ,i am in han-
dlin~ cost< on the sile, labor IOstallatlon coq.
mcrhead proilt .1nd other e,.pcn<e,
4.9 SUPERINlENDENT
4.9.1 The Contractor shall emplo\ a competent superlO-
tendent and necessarv assistants ",ho shall be In attend.
~"1ce at the Project site during the progress of thc Work
The superlOtendent shall represent the Contractor and all
communications ~I\'en to the supcrlntendent shall hc ,1'
binding as if gi\en to the Contractor. Important commu-
nlcallons shall be cont.rmed In '" IItlOg Other communi.
catIon" shall be so cunillmed on written request In each
case.
4.10 CONTRACTOR'S CONSTRUCTION SCHEDULE
4.10.1 The Contractor. immedlatelv .liter brine awarded
the Cnntract, shall prepare and "ubmit ior the' Construc-
tion Manager's approval a Contractor's Construction
Schedule ior the Wcr" which shall provide lor e>.ped,.
10';, 2nd prJ(\lcablr e>.('cut:on ('! the \\ ,,,k Th, '",-.
u;e shall be coordinated b\ the Cun.!ruct\Cln \\~"'.]~t..
",!h the Project Construction Schedule The Contraclor ,
C- '1<truction Schedule shall be re\'i<ed as required b\' the
conditions of the Work and 1"<<' 'rolKt. <.ub;ect 10 .-
Construction ~N"" approul.
4.11 DOCUMENTS AND SAMPLES AT THE SITE
4.11.1 The Contractor shall malntam at the ProJect site
on a current baSIS, one record COP\ oi all Drawings.
Specifications. Addenda, Chan.:\.' Order:; and olher Modi.
llcallon~. in good order and mJr"ed currentl\ to record
all changes made during construction, and app'ro\ed Shop
DraWings. Product Data and ~Jmples, These Sh.ll1 be
a\ adable to the Architect and the Conslruction '''j;l.l!-:C'
The Contractor shall advise the Construcllon ManaF:er on
a current. basis of all changes in the Work made durlO!>
construction.
4.12 SHOP DRAWtNCS, PRODUCT DATA AND
SAMPLES
4.12.1 Shop Drawings are dra\\Ing~. diagrams, scheoule~
and other data specially prepared ior the Wor\.; bv the
Contractor or any Subconlractor, m,\nuiacturer, supplier
or dlstnbutor to illustrate some portion oi the \\ or\.;
4.12.2 Product Data are dlustratlon~. standard schecuk-.
performance charts. rnstrucllon, bruchure~. diagram- ane
Olher IOlormiltion iurni:;hed b~ the Contractor to JiII~,tr.1:L
iI material, product or system tor ~ome portion ot the
Work. .
4.12.3 Samples are physical e\amples \\'hlch dluSlrate
materials, equipment or wor\.;manship and eS!.lbllsn
,Iandards b) which the \\ork \\111 be ,ud~ed.
4.12.4 The Contraclor shall prepMe. review, approve and
submit through the Construction "'.lnager. \\ Ith reason-
able promptness and 10 such sequence as to cause no de-
la' 10 the Work or in the \\ork 01 Ihe Owner or any ser
rate contractor, all Shop Dra~ Ing~. Product Dala al
Sample~ requHed by Ihe Contrdlt Document~ The Con.
tractor shall cooperate with the Construcllon M,ln,H:~r In
the Contlructlon Man.1ger~ coordrn,lllOn oi the Co~!rJc,
tnr't Shop Dra\\ings, Product D.I!.1 .1nd S.lmr1e- \\ Itt-
Ihu-L' oi other sepdrate conlractor, ,
4.12.5 B\ preparing. appro\ inS ~nd submit: - ~ c:.~l';'
8rawI08s. Product Data and Sample,. the Contractor rep. .
resents that the Contrdctor ha~ drtermlned IN:! \er:II('"
"II mate!ldls ileld measurement, and tleld Cl,nslruCllOr1
clltella related thereto or \\ dl do -0 \\ Itb reJ,(,nJbk
promptness. and has chec\.;ed .lnr: coordinated the infor.
matlon contatned \\lthlO ~uch ~ubm,tt,11. \\Ilh the' requir(--
ments of the Work the Project .1nd the (ontr,lC! D\'cL;-
ments.
4.12:6 The Contractor shall not be :elie\ed 01 re"p(':>lt'
It) tor any de\ latlOn irom thc rC'qullements oi the Con.
Iracl Documents b\ lhe Archll('c!'- ,1pprO\a: 01 Sho!'
DrawIOgs. Product D,lU or SJmpJe, under Subparapaph
2.3.18. unless the Contractor ha" tpecifica'h iniorrr:e:! the
Architect and the Construction \\.lnJger In....: - -- \'
such deviation at :~e time oi sub:Tlls<ion .1nd the ,~rch.
tect has gl\en "'rtllen appro\JI Iii the speclllc cie\i~'i0~
The Contractor shall not be re:... ed from responslb,i,:.
for errors or (,I"'1I".on< in the ~..,,,p DrJ\\in!'t PrOGt.;':'
Data or S.lmple' b~ the Archltecl ' Jprro\al oi ,~(.~.
4.12.:' 1..... ('.~,.; 'r" ,1-.,11 d'rr>, , ,,,PI .- :....-'
\\rlllr.~ l)~ li"', r\'~l~:_:n,tteu St~i..Jp l}' \', 'I;" Pr'-c:...(~ U.':'..
or Sample, tLl ,..., "'.'~' n!her fr.',"' ,.- ,lof' ,pque<1ed b\ t-
.\rchilPC! on pre\lous 'ubmltt"
414 DOCL;>.1E-.T A201 CM. C[....U"ll,'....:-,;::c,...., ()f H.,[ CO"~"C' '. ' C(J...."'r. C'("
cc..;:~cCTIO.... 'I...'...CE\\E....T IDllIO' . Il....[ '95: [:,"0' . ...'.! . :: ~~E; . il;,
,..,:;,(..., I,qlil 1l (Ir "!:'CHi11 ri~ 1-~' '-:\\ ,:)~.. \\t .... \\ \\\~.. .~, . .., 1) (
A20LCM - 1980 10
4.12.8 ~o porlton oi the Work, equlrlng submission of a
ShLlp 0'.1\\ In\! Product Delta or S~mple shall be com.
mcnlCC unt,' the ~ubmlllal has been appro\ed b, the
Arch'lett .1- ~',)\ Ided 10 Subparagraph 2,318, All such
p"rl",'~' oi the Work shall ~ In accordance \\ ith ap-
prmed <ubmit!als
4.13 USE OF SITE
4.13.1 lhe Contractor shall coniine operations at the site
10 areas permitted by law, ordlOances, permits and the
Conlract Documenls, and shall not unreasonably encum-
ber the slle \\llh any malerials or equipment.
4.13.2 The Conlraclor shall coordinale all of Ihe Conlrac-
lOr's opera lions \\ Ilh. and secure appro\al from, Ihe Con-
strucllon Manager beiore lJ"ing any portion of the sile,
4.14 CUTTING AND PATCHING Of WORK
4.14,1 The Conlraclor shall be re~ponsible for all culling.
IIllln~ or palchlOg thai m.l\ be required to complete Ihe
\\'I)rl.. or to mal..e It.. -e\eral pari.. i,l to~elher properly.
4.14.2 The C0nlr.1ctor -h.lll nOl damage or endanger any
portl()~ oi the \\ orl.. or the \\ orl.. oi the 0\\ ner or am
"ep.lrJte contraclor~ b\ CuttlOC: p.llchlO~ or otherwise
.llterlng any \\ork. or b, e'ca\Jtlon The ContrJctor shall
not cui or olherwise aller the \\ ork of the 0\\ ner or any
~ep.:r,lte conlractor excepl with the wflllen consenl of the
Owner and of such separ.lte contractor The Contractor
<hall not unrl'~..on.lbly wllhhold trom the 0\\ ner or any
separolle controlctor consent to cutting or olherwise aller-
In~ the'Work
4.15 CLEANI""G UP
4.15.1 The Conlraclor shall .It all limes l..eep Ihe premises
iree from accumulation of \\aste materials or rubbi;.h
caused b\' the Contractor's operallons. At the completion
of the Work. the Contr.lctor shall remo\e all the Contr.lc-
tor's \\.l;.1e mJterial" .lnd rubbish irom and .1bout the
Project as well as all the Contractor's tools. construction
equil):T1ent machiner) and ~urplus materials
4.15.2 Ii the Contractor iJils to clean up .It the comple-
t'on "i the \\ "rl.. lhe 0\\ ner m.l\ do so as pro\ .ded .n
Para~rJph 3,4 and the LOst thereor -hall be charged to the
Cont'Jctor.
4.16 COMMUNICA liONS
4.16.1 The Cn~trJctor <hall ;omard .III communiC.lllonS
to tl'e Owner Jnd the Architect through the Conqruct,on
.\1anager.
4.17 ROYALTIES A/IoO PATENTS
4.17.1 The Contractor shall pa\ all rO\.1ltles and license
lee... shall delend all suits or claims for lOirrngement of
Jm patent rights and shall save the 0\\ ner and the Con-
~!'uctton .\1ana~er h.1'mless from 10" on account thereoi.
e"ept that the" O\\ner. or the (on,lructlon\1anaser .15
the CJ,e ma\ be. shall be responsible for all such loss
\', ~e" a particular de'lc:n. proe€'-- or the product of a pJr-
ttlU',,' molnuu.:turer ur manUfJcturer, " "eleeled by such
person or 'u(~ person', a>:ent. Ii :1... C,y~:ractor or the
(n-.....ct,c'n \1.1na>:t'r a" the ('F(' 'r.l\ be h.l' rea~0r-: :0
h("~.e tholt r~€' de:...:n P'()lC'" 0r procL;c' ,e:ec:ed IS an
Inir,r>:ement ('1 a pJtent that ".l'~\ -hJII be respon;.ible
i. 'r ,wch 10"5 unit's" such tni(Hm.1!iO~ I' p' ""'pll\ g:\en to
Ire (,thers and .1150 to the ~'eh,leer
--..-....
4.18 INDEMNifiCATION
4.18.1 To the fullest !lItent permltte(J b't laY\., the Con-
tractor shall indemnify and hold h.umless the Owner, the
Architect. the Construction ....1anager. and their agenls'and
employees from and against all claims. damages. losses
Jnd e'(penses. including but nol limited to. attorneys'
lees arising out of or resulting irom the periormance oi
the Work, provided that any such claim, damage, loss or
expense (1) is attrrbutable to bodilv InIUr.. Sickness, dis.
ease or death, or to injury to or destruction oj langible
property (other than the Work Ilself) including the loss of
use resulting thereirom. and (2) IS caused In whole or in
part by any negligent act or omission of the Contractor.
olny Subcontractor, an)one directl~ or indlfectly employed
by any of them or anyone for \\ hose acts any of them
molY be liable, regardless of whether or not it is caused
In pari bv a party Indemniiied hereur.der, Such obligation
<hJII not be conslrued to negJle, Jbrid~e or othem'ise
reduce In, other rrghl or obligJhon oi mdemnity \\ hich
would olhem Ise e",;t as to any polrl\ or person descnhed
In Ihls P.lf.1J::raph 4.18.
4.18.2 In any .lnd all claims ag.l'"~t the O\\ner, the Archi-
tect. the Con<lructl<,n ,\\anager or In, 01 thett agents or
employees by .lny employee ot the (()nlrJctor, an" Sub-
contractor, .ln~ one directly or indirect" emplnved b)' any
of them or anvone for whose acts an)' oj them may be
liable, the indemnliicatlon obll~allon u~der this Para-
graph 4,18 shall fiot be limited in .1"' \\01' bv an, IImitol-
tlon on the amount or type of dam.lges, compensation or
beneilts p.l\Jb:e b\ or for the ContraClH or an\' Sub-
contractor under workers' or \\orkmen S compensalion
acts. disabilit\ bene;lt acts or other emplo\ee benefit acts,
4.18,3 The obligatIOns oj the Contractor under thiS Para-
graph 4.18 shall nol extend to the liability! 0; the Architect
or the Construction Manager, the If agent:> or employees.
afl~lng out of (1 i the preparation or approval of maps,
drawings, opinions. reports. surveys, Change Orders, de-
signs or <peci;,cations. or 121 the ~I\ Ing 0; or the IJilure to
gi\e directions or IMtructions b\ tht' -\rehllect or the
Construction ,\1anager. their agenb or emplo\ ee- pro-
vided such 81\lng or failure to gi\e " the p.,m,H\ cause
of the inlUrV or damage,
ARTICLE 5
SUBCONTRACTORS
5.1 OEflNITlO""
5.1.1 .-\ Subcontrallcr I, a person or l'~ld\ \\ho has a
direct contract \\ilh the Contractor to periorm any of the
Work at the site. The term Subcontractor means a Sub-
contractor or a Subcontr.lctor's .1 ~ :horlzed representa tll e.
The term c;ubcontr.lctor does n": t1'':!udc olm separate
contractor or Jm !oeparate contr.lclor ' ,,,,henntr.Ktors
5.1.2 A ~ub.subcontrJctor i~ a per'l'~ u~ e'1llly' \\ho ha<
.' I: reet or Indirect (\';-:.Jct \\ilh ,1 SL;h( "r.!rJctor to per-
rorm .lm "i the \\ ("" at the "te T'"[' ,c,.", SUb'<'L;h(or.
tr~lrrnr meJn:-- .1 ~'",~'~..jil(On;~";l !t1' ii' In Juthonzed iep.
'l'"ent.1ll\e therp\);
5.2 A\\AROS OF Sli8CO"l;TR-\CTS A'O OTHER
CO.',OTRACTS FOR PORTIO'S OF THE \\ORK
5.2.1 Lnle~s othe'I\I;.e rl:'qu red b. the Contr.lct Oocu-
11 A201/eM - 1980
0414 DOCl~('T ~~o, c...... G['~(,,\~ l(~'~_' . .'" '...'f --~ CO.....~..l,:.. ~(,; C;-)":,,~;;:...CTiO'
CO'~H~C110' M.......G[\\E...T EDIIIO... . I'.'~ .98V E~IT/O:'; . ..,.... . ~ 1980 . THE
'''to\. \. .,"\, 1 "\,'::'TITl. T( OF ~R:(HIJ[(I~ j-J~ 'l\\ 'OR~ A\E.. fill V\ \\"::"":'1..1',1' l' (' :(()(\h
ments or the 8iddinl Documents, the Contr.ctor. IS soon
as practiable .fter the aw.rd oi th~ C~t.ract. thin !ur-
nish to the Construction Manapr In wnt,ng for ~,ew
by the ~ner. the Archited and the Co~strudi.on ~n-
ager, the names of the persons or entities (Including those
who ire to furnish rmterials or equipment fabricated to
a special design) proposed for 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 reason~ble
objection to any such proposed person or entity. Failure
of the Construction Manager 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 S.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 y, hom the Owner, the Architect and the Construction
Manager have no reasonable objection, and the Contra~t
Sum shall be increased or decreased by the difference In
cost occasioned by such substitution and an ~ppropfla~e
Change Order shall be issued; however, no ,"crease tn
the Contract Sum shall be allowed for any such substitu-
tion unless the Contractor has acted promptly and re-
sponsivery in submitting names as required by Subpara-
graph S.2.1.
5.2.4 The Contractor shall make no substitution for anv
Subcontractor, person or entity previously selected if the
0", ner, the Architect or the Construction Manager ma~e,
reasonable objection to such substitution.
5.3 SUBCONTR.\CTUAl RElATIONS
5.3.1 By an appr,)priate agreement, written where legallv
required for \alldltv, the Contractor shall require each
Subcontractor. to.the extent of the Wor~ to be periormed
by the Subcontractor, to bE: bound' to the Contractor by
the terms oi the Contract Documents, and to assume to-
ward the Contractor all the:' obligations and responslbili.
ties" hlch the Contractor. b\ these Documents, as;.ume;.
to\\ard the Owner. the ArchileCl and I~e:' Construction
Manager. Said agreement shall presef\ e and protect the
rights of the Owner, the Architect and theConst:Jctlvn
."-\anager under the Contract Documents \\Ith respect to
the Work to be performed b\ the Subcontractor 50 that
the subcontracting thereof will not prejudice such fights.
and shall allow to the Subcontractor. unless specifically
provided othef\'.'ise In the Contractor-Subcontractor
Agreement, the beneiit of all rights. remedies and redre,s
against the Contractor that the Contractor. bv the~e Docu-
ments has against the Owner. Where appropriate, .'he
Contractor shall require each Subcontractor to enter mto
similar agreements with their Sub-subcontractors. The
Contractor shall ma~e a\'ailable to each proposed Sub-
contractor, prior to the execution of the Subcontract
cop,t" of th(- (on"Jcl DO(\Jm('~b to \\h,ch :ht' ~ul--((~.
traclo::>r \\ .II be bOlJnd bv this Paragraph 53. and Idc'I.;,
te the Subcontr~ct" any terms and conditions oi the pro-
posed Subcontract which rmy be it variance with the
Contract Documents. bch Subcontrictor shall similaltr
mike copIes of such Documents aViilible 10 their Sub-
subcontrlctors.
ARTICLE 6
WORK BY OWNER OR BY
SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERFORM WORl AND TO
AWARD SEPAUTE CONTUa5
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 10 the Contract Documents in each case sha!~
mean the Contractor who executes each separate Owner-
Contractor Agreement.
6.1.3 the Owner will provide for the coordination of the
work of the Owner's own forces and of each separate
contractor with the Work of the Contractor, y, ho shall
cooperate therewith 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 reasonab'
opportunity for ~he introduction and storage of their m.
terials and equlpmen~ and the execution of their wor~
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' ~eparate contrJctor, the Conlractor shall. prior to
proceeding w,th the Work, promptly report to the Con-
struction Manager any apparent discrepancies or defect5
in such other y,ork that render it unsUitable ior such
proper execution and results. Failure oi the Cont'actor so
to report shall constitute an acceptance oi the O\\ner,
or separJte conlractors \\ork as ill and proper to recel\e
the \\'0r~. except a~ to defects which ma\ ~ub;.eqLJenll.
become appa rent 10 such \\ ork bv olher;.
6.2.3 Any C05t; CJused bv delectl\ e or I!l-tlmed wor~
shall be borne bv the parh re~ponsible thereior.
6.2.4 Should the Contractor wrongfull\ cause d~."age to
the work or propcrt\ of the 0\\ ner, or to othe' \\ ork or
prop('~!\ on the Sllf> Ihe Contractor s"'ali pro~;::!ly rF--
edy such damage a' ;:-ro\ ided 10 Subparagraph 10.2.5.
6.2.5 Should the Contractor wrongfully delay or caUSE:
dama~e to the \\or~ or property of am separate contrac-
tor. the Contractor ~hall. upon due notice. prOr1"pllv al-
tempt to ~ettle \\ Ilh such other contractor by agreemen:
or othef\\'ise 10 resolve the dispute. Ii such separate (O~.
t r ~1 ( 1 ('l r ~ u c':-- t... : r: : ! , I~ . (>'::' .:: ': iF b ' ~ ~ 2: I ,-)'" ~.~ ,- -: f -' -: J ~ 2 n,'
the Owner on account 0; am delJ\ C' C:2"'''C'. aeged 1:
ha\e b0en caused b\ ::,e (ontraclo' :'-l' 'O\\ne; she"
AI" OOCUME"l AlOl c"l . CE ,p: >.l CO'OII ;;)" or ,I1E CO' ,,,'C IO~ CO','~l CliO'
CO"",Rl 010"...."...(,[ ,~["l [Dll10S . JL.:SE 198c EDI110S . A!". . € 1980 . ,THE
..,~[~::"" !"',~lIH 'll': .,I\CI"'!"{C'~ ~-3') ....l\\ 'f:R.~ ....\[ .... \\ \', ~,~. .....(.~t,'...... Q C ....~).;t
A201 0\.- 1980 12
nO!I'\ !"'e Contr.ctor whO"'." defend such proceedings
.t the O,^ner's expense, and if an\' judgment or award
dlZaln~t the O\\ner .rises therefrom, the Contractor shall
PdV or satisfy ,t and shall reimburse the Owner for all
allorre\s' fees and court or arbitration co~t, ,^hich the
0\\ ne' 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 4.1 S. the Owner may clean
up .nd charge the co~t thereof to the contractors respon-
Sible therefor a~ the Construcllon Manager shall deter-
mine to be just.
ARTICLE 7
MISCEllANEOUS PROVISIONS
7.1 GOVERNING lAW
7.1.1 The Contract shall be gll\erned b\ the law of the
plJce \\here the Project I' looted
7.2 SUCCESSORS AND ASSIGNS
7.2.1 The O\\ncr Jnd the Contractor. respectl\eh. bind
tnemsel\es, their partner,. ,ucce,sors. assigns Jnd legal
repre~entatl\es to the olher part\' hereto and to the part-
. ners. successors. a~slgn, and legal representatives of such
other party with respect to all covenants, agreements and
obligations con tamed In the Contr.1ct Document~. Neither
p.,Ht\ tu the Contract sh.111 a~s'gn the Contr.1ct or sublet It
a~ a whole Without the ",rillen coment of the other.
7.3 WRITTEN NOTICE
7.3.1 Wrllten notice ,hall be deemed to have been duly
served If delivered 10 person to the IOdlvidual or mem-
be~ oi the firm or entltv or to an officer of the corpora.
tlon for whom It was lI;tended. or if delivered Jt or sent
b\ reg' stereo or certdled mad to the last bU~lnes, addre's
i..no\\n to'the part\' gl\ 108 the nollce.
7.4 CLAI'..tS FOR DAMAGES
7.4.1 Should eilher part\' to the Contract SlIner injur\ or
d"mJge to person or properl\ becJuec of an~ act or omis-
SIon or the other p.H!\ or 01 .1n\ oi the other party'S
emplo\ ees. agents or other, for \\ ho~e lCt, such part\ is
legal!\' liable claim ehall he made In \\fltlng to such
"ther part\' \\lth,n a reasonable time .liter the flrq obseT\'-
ance of such IOJUT\' or damage
7.S PERFORMANCE BOND AND LABOR AND
..tATERIAL PAYMENT BOND
7.5.1 The O\\ner ~ha'l h.~\e the right to rec~.'re the
Contractor to iu,nlsh bund, co\erlng thc fatlh:~' ~,:rform-
ance of the Contract and the payment of all ob:.gatlon5
arisin~ thereunder if ,lnd a' required in the Side ~g Doc-
urr('~'- l!~ the Contract Document<
7.6 RIGHTS A""D RE..UDIES
:".6.1 T' (' c,,:'!'- arc obll\::.111""" '''1po<ci b\ :he Con-
"ac: 'C"""'l"~" .,~.:: :!w ",..:";, .Jnd remedie- o3\ailable
:"("C. der ,hall be In addition to and not 03 Ilm'tatlOn oi
an\ duties, obl'l:03llon, . .:ht< and remed,e, "I:~E'.' ise IIn-
:'o<('c 0r J\ailab:e b\ 103\\
7.6.2 No .action or f.ilure to .ct b\ the O\\ner, the Ar-
chitect. the Construcllon MancJger or the Contractor sh.lI
constitute a waiver oi any right or duty .fforded .ny of
them under the Contract. nor shcJlI any such action or
lallure to act con~tltule an approval of or acqUiescence 10
any breach thereunder. e~cept .1S ma\ be specd'cally
J~reed in Wfltlng,
7.1 TESTS
7.7.1 If the Contract Documents, laws, ordinances, rules.
regulatlon~ or orders of any public authOrity having Juris-
diction require any portion oj the Work to be inspected,
tested or approved, the Contractor shall gl\'e the Architect
and the Construction Manager timely nollce of Its readi-
ness so the Architect and the Construction Manager may
observe such inspection, testing or approv.!. The Con-
Ir,lctor sh.111 bear all costs ot such inspections, tests or
approvals conducted by public authorities. Unless other-
Wise prOVided, the Owner shall bear .111 costs ot other in-
'pections. tests or approvals,
7.1.2 If the Architect or the Construction .\lanager deter-
mines that any Wor... requires ~peClal In~peclion, testing
or .1pproval \\hich 5ubparag~aph -.7,\ does not Inelude,
the ConstructIon Manager \\ .11. upon" f1tten authoriza-
tlun Irom Ihe Owner. Instruct the Contractor to order
'ucn ~peClal inspection. testing or approval. and the Con-
tractor shall give notIce as pro\ Ided In Subparagraph
;-.;-.1. Ii such spec.al Inspectl\:>n or testing rev eals a failure
of the \\'or~ to comply With the reqUirements of the Con-
tract Documents, the ContractClr shall bear all costs
thereoi. Indudlng compensdtlon lor the ArchItect's .1nd
the Construction Manager's additional service!' made nec-
essary by ~uch failure; 01 her\\' ISC the 0\\ ner shall bear
~uch costs. and an appropriate Change O~der shall be
I!'sued. '
7.7.3 Required certdicates oj inspection. testing or ap-
proval shall be secured by the Contractor and the Con-
tractor shall promptl\ deliver them to the Con<lruction
.\\imager lor Iransmlt:03l to the Arch'lect.
7.7.4 Ii the Architect or the Construction \~anager \\ ishes
10 observe the inspection!'. lests or apprO\ Jb reqUIred b~
the Contract Documents. thev will do ,0 promptlv and.
\\ here practicable. at the source of suppl\
7.8 INTEREST
7.8.1 Pa~ ments due and unpaid under the Contract Doc-
uments shall bear interest irom the date po3\ mer,: IS due
at such r.1te as the parties ma\ agree UpC"l In \\ r.tlng or.
In the absence thereoi. at the legal rate" 'e\ aalln~ at the
place of the Project.
7.9 ARBITRATION
i.9.1 ..$,11 claims. d,~pute' Jnd other maller~ In Q~~'-lion
bet\\een the Contractor and the O\\ner ar"lr..: ('l~: ,'r or
relating to the Corw.:c: Documenr, or the b~eo3(t; :hereoi.
e\Cept as provided In Subp.HJgraph ~ I ;~ \\ tlh re~pect
to the Architect's decl,lons un mattE'r, relo3tlng to art"tl(
erlect. and except ior cla,me \\ hich ha\ e heen' \.. ,1. ('d b\'
the making or Jcce:Oance (', tin.,1 pJ\ment ,j- :--:'''Idec
t'>\ "Ubr,HJg,.lph~ " -'..: :"" _..:~, ,,<, I -: ~<\ (' ,"0311 be
..~t'c,ded b\ arb,trat.(- (1 J,c,,~dJ"((' \\1:" :he C,~'truc-
tlon Indu;;try Arb:t'a:,'n R~le- "t :re~meflcan .1,~bitra.
t'('ln.$,<'-oclation then obtainlrl: unle,< the po3rtie< - _'uall,"
, J A201/CM - 1980
4.1.. DOCUMENT A:!Ol C'-4. C["'[R"~ ((",.' , "Of :~, U";~"(; I, . (""". (1:0..
CC'STRL'CTIO' ""'''Ct''E'T EOITIO'" . il..'E 198.:' [ClITIO' . A'A' . ~ 1%.: . THE
.."[RIC..... "',,'" O[ Pf ..RCHIT[(TS '-j', '[1\ 'Oh '.: ,\\ \\ ,,~, ,,;,,'... ~ c :r()(",
agr~ olherwise. No arbluallon arlsmg oul Of or relating
to the Conlract Documents wll ,nclude. by consolicU-
lIon. Jomder or in any other manne', ther'Architect. the
Construction Manager, their employees or. con~ultants
bcept by wrlllrn consent conlalning a SpeClllC reference
10 the 0\\ nt'r .Contraclor Agreement clnd '! ~ned by the
."rchltect, the Construction Manager, thc 0\\ nero the
Contractor and any OlhE'r pcr~on sought to be JOined. No
clrbltratlon shall IOclude by consolidation. jomder or in
any other manner. parties other than the Owner, the
Cnntractor and any other persons ~ub<tJntlalh Involved
In a common question of fact or 101\\. \\ hose presence is
required if complete relief is to be accorded in the arbi-
tration. No person olher than the Owner or the Contra~-
tor shall be included as an oragmal third parly or addi-
tional third parly 10 an arbitration whose interesl orre-
sponsibililY is insubstantial. Any consent to arbitrallon
involving an additional person or persons shall not con-
slilute consent 10 arbilration 01 any dispute not deScribed
therein or with any person not named or described
therein. The loregomg agreemenl 10 arbilrate and any
other agreement to arbitrate With an additional person or
persons duly consented to b\ the partle~ to the Owner-
Contractor Agreement ~hall he speClllcally enforceable
under the pre\allJng arbitration law The a\\ard rendered
b\ the arbitrators ~hall he final. and judgment may be en-
tered upon il in accordance with applicable 101" in am
court having jurisdiclion thereof
7.9.2 ~otlce of the dem.lnd lor arbllfcltlon <ha!: be filed
in writing wllh the olher party to the OYoner-Contract.or
~greement and with the Amencan Arbitration Assocla-
tl~n, and a copy shall be filed With the Architect and the
Construction Manager. The demand for arbitration shall
be made Within the lime limits specified in Subparagraph
~.3 15 where applicable. and 10 all other cases within a
rea~onable time .lIter the claim. dl,-pute or other matter
In que~ll()n has arisen. and'" no e\ ent ~hJII it be made
.liter the dale when Institulion of lega! or equitable pro-
lCf'c,n..:" bJ~ed c" such claim, dispute l" otner rr,.Jller '"
que'tl~n would be barred b\ the' appllcab~e -!.1'ute 01
Ilmll.lI10n,.
7.9.3 Unles, othe>f\\lse a~recd In wratlng the C0n',actor
..hall cam on Ihe \\ or~ and maintain Its progre,' dUrlnc
am a,hltr~tlon p'olecdln~' .lnd the Owner shall con-
tinue to make pa\ menl' tll thl" ((lnfroctor 10 ~ccorO.lnce
"Ith thl" (()nl~.1Ct DOfumf'nl'
ARTICLE 8
TIME
8.1 DEfI!'Ii 1TI0NS
8,1.1 Unle<< otherWise pro\lded, the Contrac: Time is
the period oi time allotted in the Contract Docu~€'nts for
Substantial Completion 0; Ihe \\'or~ as defined In Sub-
paragraph 8.1.3. includ, n!" a uthoriled adjustments theleto
8.1.2 The date of cummencement of the \\o,\.. is the
dJ Ie e<tab"<~ed In a nollce to proceed Ii there IS no no.
t!ce to proceed. it shall be sucr llther date as may be
e<.labll-hed In Ihe Owner-Contract", ~!,'eement or else.
... he,e In Ih(' (nnl"l" Docurrcnl-
8,1.3 The D.,:c ot Suh,::,~.'." Cump;e\.(.f" ,..' :-.: \\:.,
or dl",.:naled f)(Htlon thl"E-"'! ,- the Date cC'ld,ed b\ tf.e
~rehlte~: \\ h:n con~l'uellon ,s sunlclentl\' compiete ,,,
accord.nc~ with the Contract Documents. 10 ....t the
OYo ner or sep.rat~ contractors c..n occupy or utilize the
Work or . d~signated porlion th~rer'i Ibr the uw '
Yohlch It IS Intend~.
8.1.4 The Date of Substclnllal Comp:c:!on oj the PrOle<:
or deSI~na led portion thereoi 1< the C,'e certllled b\ the
Architect.... hen construction I~ ~uilIC't"'" complete ~
the 0\\ ner can OCCUPY or ut,!';t' thc P', eCI or de'lgnale.:
portion thereol ior the use tlH \\ hlCh I: \\J~ Intended.
8.1.5 The term day as used In the Conlract Doc-umen:<
..hall mean calendar day unle" -Ilto . 0"\ de~l~naled
otherWise.
8.2 PROGRESS AND COMPLETION
8,2.1 All time limits stated m the Contract Documen:,
are ollhe essence of the Contract
8.2.2 The Contractor ~hall be!:," the Work on the date
of commencement as deimed in Subpa'Jgraph 8.1.2. The
Contractor shall c,my the War\.. iOf\\ard expeditiousi\
With adequate forces and shall ach'e\ ~ Substantial Cor-,
pletlon of the Work Within the Conlr.1C! Time.
8.3 DElA YS AND EXTENSIONS or TIME
8.3.1 Ir the Contraclor 15 de'.j\ed a: am lime In tf.",
progle~, or the WOlk b\ .lnv JCI 0' ne;'ecl 0: lhe Owne-
the Arch,teEt, the Construction \\Jnage~ an~ of their e~'
ployees. any separate contractol emplo\ed by the Owne-
or b\ ch.ln!!,e< ordered 10 the' \\ ,'~~ ~.,:-CH dl~putc,. l:'f
unu~lJJI delJ\ tn IrJn,porlatl(H" .l(he~,.: \\eather cone,
tions not reasonabl~' anticipatable una\oidable casualties
any CJuse, beyond the> ContrJCIU' , C0~:'01. dela\ auth. .
Ized by the Owner pending arbitration or by an~ otn'"
cause \\ hl(h the Construction \\ana!:er determine, n
1\J'td\ the del.1\'. then the CpnlrJCI Time shall be e
lended b\ Ch.lngE' Order lor 'L'C;" rea<("Jble time as l~t'
Con~trucllon ....\ana~cr may dele'!'lllnE'
8.3.2 Am' claim jor (':..temlon ,.r II~" ..h.l!! bc m.lde -
\\rll,r,;: to the Con,'rue! uO \I.lna::,,' n..' more lr~-
l\\enl\ da\~ aller the comrncn(('!"1en: (' l'1c dela\: otr.f"
\\1-e II shall be wai\'ed. In the l.1'(' , . :, {o:,:,nUlng de:.;
onlY onc claim is nece<saf\ T~(- Ct': ". ~e" ,hall prO\ 'c.:
.In e..t:mate 01 the probJble eneel II: '.,e~ clc>lrl\ on :-...
pro!-!re" of the Work.
8.3.3 I, n(l .1e'cement IS molC,' -tal;n:.: the dill!" lip -
\\hich I!-.:e,prf'lat,on~ .1' pro\ ,...'cd ," c. '-f\1'.l\.:-apl, ~ ; -.
~hJII be. iurnlshed. then n., ( .;.!'l] . . dC'.,1\ <h.ll1 ::-c
.11Io\\ed on account 0' I.J.lu., ' Ill'" ," <~:(;, '~lupr("
tlon- untd ilitN.>n d,n, J::C' \\ ","', .l'-: I- 1""\.10.' .
then' .1nd nol rhen unlt'<< sucr, If". . '('.l,onable,
8.3.4 H!, P,l~.t~r.;rh 8.3 doC'.. - .: t" ...~" d-(. ~CCf .C'
of d.lm,lge" io~ dela\' b\ eithc~ parl\ 1..-:::' ,'':: C'r p...\"
"If)f'.' .., d-,(, C,-,nfrJct [JC"CUr-:-'H'ro.'.
ARTICLE 9
PA YMENTS AND CO,\1PLETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum i, <laler: .n I:'f 0" ner-Contrac-
10rA;:rec>ment and inelud,f"~ ..~th-. ~('- .;~ >lm('-'
:I-,C!t"
. :~t.> '.'>:2: ~n~'.._--' ;
. _ . 1
. ,
Conl'"C:u: ;0' t~e pC'rL ._'..... t
Cont. :.' I [)ocument...
"'.~ \,\ ",l"~ ~"":dt'. 0_.
4t. DOCUME'l A~Ol c~ . ,~E 'l'.l.c (O.....D.~!\ )'~ ','I --~ cc,.~.\,:~' ;L:;' CO'SiRLC'" ...0";
CC'~Tl\LCi:O' ,~"'''''C['H'T E['ii'O'\. . Jl'[..::E,~ [C::1,C'~. . .":;::.. e_,:,C 19SC . .:~:.~
'\'~i=::( \~.. ,,~~,.; It l)f .'~CH1"~("'" ,-;' ,(\\ ",'....'.: ....... ....\ ,C.O'- DC -
A~Ol C"'~ - 1980 1~
'.2 SCHEDULE OF VALUES
9.2.1 Beiore the iirst AppllC.ltlon ior P,l\men!. the Con-
trictor shall submit to the Construction Manager i
schedule of vilues allocated to the \ arlous portions of the
Work. prepared in such form and ~upported b\ such data
'n -uh~Iantiate its Jccurac\ a~ !he ".rchltect and the Con-
<truc;;.,n \\an.1~e~ m,l\ require ThiS schedule. unless
0b,ee:ed tt> b\ the Conqructllln \1dnager or the Architect.
~hdll be used onl~ a~ a baSIS ior the Contractor's Applica-
lions ior Payment.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least iliteen da'tS beiore the date for each
progress payment estJbllshed In the 0\\ ner.Contractor
"'~reement. the ContraClllr ~hall submit to the ConSlruc.
tlon Manager an itemized ".ppllcatlon ior Payment. notar-
IIf.'d Ii required. supported b\ ~uch data substantiating
the Contractors right to pa\ mt'nt JS the Owner. the Ar-
chitect or lhf.' Con~truction \\JnJgl'r mJ\ require. and reo
rle( ling relaln,lge If .10\ a- pro\ Ided elsew here in the
Contr.1C DOtumenb. The Con-truetion .\lanJger will JS-
>t.'mble :he Appltc.ltlon \\1lh 'ImilJr applle.1fions irom
other e(1.,lr.1elor, on the Pr(l;('(! .n:o .1 combined Prolect
".ppltCJhOn ior PJ\menl Jnd lumard It With recommen-
dation, to the Arehltec: \\1:hln se..en da\s
9.3.2 Unless otherwise prO\ ided In the ContrJct Docu.
ments P,ll ments \\ ill be made on dccount oi materials or
equipment not inCOrpOrJled In the Worl.. but deli\ered
and sUltabl" stored at the -Ite and. Ii appro\ed in ad\ance
b" th(' Owner pa\ ment~ mJ\ simil.Hly be made ior mate-
rl.1ls or equipment suitabl\ stored at some other loca-
tion .1!treed upon 10 wnftnl.; P.n ments ior materials or
equipment stored on or on the slle shJII be condllloned
upon submission by the ConlrJel0r oi bills oi sale or
such other procedure~ satisiJctol'\ to the Owner to estab-
lish the Owner) title 10 such materials or equipment or
othem i)e protect the Ow ner's interes!. Ineluding appllca-
blf.' 1'l.urJnce and transpnrtatlon to the site for Ihosf.'
m.lleTl.l!. .1nd equlpme.,t ,tored o"j the ,Ite
9.3,] The Conlractor \\,Hr.lnl, !hJt t;lle to all \,vork.
mJterials and equlpmenl co\ ered b\' an Appllcallon for
Pa\ m('nt will pass 10 the Ow ner either b" incorporallon
In the con-tructlon or upon receipt 0; pa\ ment b\ the
Cont' ,ctor. \\hiche\'er occur~ i,~,t Iree Jnd clear oi all
liens clalm~ -ecurit\' interest- or encumbr.lnce<. herein-
,liter 'eierred to In Ihl~ Artlde 9 J~ "lren- and that no
\\'rd, m.llerlal~ or equlpnwnt co\ ered b\ an Application
ior P.l\ ment will ha\'e b('l''l olcqulred b, the Contractor
or b\ an~ other per-on periormln~ \\'ork at the site or
lurni<hin~ materials and equlpmenl ior the ProJect. ;.ub.
lE'rl III an a~reement under which .In interest therein or
.1""1 f'n<"umbr,lnce thereon I' retained b\ the seller or oth.
('.\\ ,,(, mpo.rrJ n\ IhE' Contractor or 'uch (Irner person.
9.4 CERTlflCA TES FOR PA ""UNT
9,4.1 The Architect will \\Ithin se\en da\, .liter the rf.'-
ceipt ,.' lhe Project Appl.c J t't'n lor PJ\ ~ent \\ Ith the rec-
omml'~'dJtlon- of the ConslruCj,lon .'\\d'lJ~E'r re\ie\\ lhe
Projec ~ .$..pp:,tJtlon ior PJ\ment and el:"er I~sue J PrOleCt
Cl"ll,,,"te I'H PJ\rr,r.nt tu:"(- O".r.(>r \\l:h J COP\ tc, the
Con-" _ctlon '1anJser for d,,:d~utlon to the ContrJc:or
lor ~ucn amounts as th(> o\rch.'...( I rJeterrr:nes are prop-
erl\ dc:e or not,h rhe Con.:.~,:.~r. .\1anager In \\r1tinf: oi
the re.)ons for withholding. Certificate as provided in
SubparJgraph 9.6.1. Such not.ticallon will be forw.rded
to the Contractor by the Construction .\1anager,
9.4.2 The Issuance of a Project Certificate for Payment
Will constitute a representJtlon b\ the ArchitKt to the
0\\ ner Iholt. based on the .-\rchllec: ' obsf.'l'\allons al the
),te as pro\ Ided in Subparagraph 2.3,4 and the data com.
prlslng Ihe Project Application ior Payment, the Work has
progressed to the point indicated; that, to the best of the
Architect's knowledge. InformJtion .nd belief, the quality
at the Work is in accordance With the Contract Docu-
ments Isubject to an e\Jluation oi the Work for conform-
ance with the Contract Documents upon Substantial
Completion of the Work, to the re-ults oi Jny subsequent
tests reqUIred by or performed under the Contract Docu-
ments. to minor deviations frum the Contract Documents
correctable prior to completion. Jnd to Jn~ ~pecjfic quali-
ilColtlons stJted in the CerttiicJtei; and that the Contrac-
lOr h enhtled to pol\ ment in the amount certliied. Ho\\.
e\l'r b\ IS,Uln~ J ProJecI Cerllilcate ior P.l\ ment. the Ar-
chitect shall not thereby be deemed to repre-ent that the
Architect hJ, m.1df.' exhdustl\e or continuous on-sile in.
,pectlOns to check the qualrll or qUJntll\ oi the \\'ork.
hJS re\ le\\ed the construction meJn- methods tech.
nlque... ,equences or procedurf.'s. or hJ, made .10\ e\am-
inatlon to ascertain ho\\ or for whJt purpo<e the Contrac-
tor ha, u"f.'d thf.' monies pre\ l('lu-I\. pJid on account oj the
Contract Sum.
9.S PROGRESS PAYME!\oITS
9.5.1 Aller the Architect h.l~ I)sued a PrOject C E"t,:lcale
lor Pa, men!, the Ownf.'r shall mJke p.1~ mt.'nt In the man.
ner Jnd wlthlO the time pro\ Ided In the ContrJct Docu.
ments.
9.5.2 The Contractor ~hall promptly pol\' each Subcon.
tractN upon receipt oj pd~ment irom the Owner. out of
the dmount paid to the Conlr.1elor on Jccount of such
Subcontractors Work. the amount to \\ h,ch said Subcon.
trJctor I~ entitled. reilectlng the p~rCCnIJ~e actuJII\' re-
tained. II am Irom pa"ment. to the Contractor on ac-
count 01 ,uch Subconlractor'- \\'ork. The Contractor shall.
b\ an Jpproprlate a!,:reemt"11 With eJch Subcontractor,
requHe (,Jch Subcontrdctor 1<' rr.J~e p.l\ ment- to their
~ub'.ub(ontrJctor, In "milar mJnner.
9.3.3 The Architect mol\'. on req\;('.1 Jnt:< Jt the Archl'
~('cl, d,-netion. iurnl-h 10 In\ ~ubtun:'Jclor. ii prac.
IllJb!e ,niormat,on re6Jrdrng th' re'cf.'!'1tages oj com-
pletion or the .1mounts applied 'O~ b\ the Contractor Jnd
the Jctlon lal..en thereon b\ the' .$..rch,tect on account oj
\\orl.. done by such SubCOnl~Jt!"r
9.5.4 'either the Owner. the A', h'lect nor the Con"truc.
lion \1JnJger shJl1 hale any Obl'~J:on tr C'J\ or to ,ee 10
~he pa~ment oi .10\ monie, In ,1m Subconlr.1clor e\cept
,1, m.l\ other\\ i;(' be required f,\ la\\.
lJ,S.5 '0 certijication of a prOl!re.~ p.1\ men I a.,\ p'og.
It'-- pJ\ mcr'1! or .10\' rJ'tial or ('nt,'(' u<e or occupJnC\
ot the P'o:ect b, the 0\\ ner .h.Jii con,t,:u~(' .1:1 accept-
.lnce or .lr\ \\ " 1'1,'( In .1<C<',doHlce \\11l; :he Contract
Document".
9.6 PO\HU....rs \\ITHHfLD
9.6.1 Tht' Archllect. iollo\\ ,n~ c.)n"ulla!lon \\Ith the
Conqruct,on \1Jnal:er mJ\ c:e(I,r.e I" Ic..t,l\ pJ\ 'T1ent
15 A201/CM -1980
4.14 OOCl'~[ 'T 4201 eM . L:': ~:.. t-I-I'~, i.1 )'~ I, ,r -.. {,~, -;: 1,[''':'' r'-,V' C()'~'7;': ,-. ,\ \'..
CO'SHlCTIO' ~'''''''GE'1E': ,:>;:;,'" . J_'E 1960; (O,TIO' . AI",1 . !' 1980 . THE
""'(RIC~'. "STITL'TE Of '\~Ch;il(r~ .. '",',\ \O~~ .~\f '\\ \\"SH',.:')' ['l C Y<<1(.
and m.lv withhold the Certlilcate in whole or in part to
the elttent n~cesS.lry to reasonably prote" the O\l\Mr. if.
In the Architect's opinion. the ArchltKt is umble to make
representclllons 10 the Owner .IS provided in Subpara-
graph 9.4.:! It the Architect IS unable to m.lKe representa.
tions to the 0" ner as pro\ ,ded In Subparagraph 9.4.2,
and to certliv pa\ menl In the amount oi Ihe PrOject Ap.
plication, the Architect w,1I noufy the Construction Man-
ager as pro\ Ided In Subparagraph 9.4.1 Ii the Contractor
and the Archltej:t cannot agree on a reVised amount. the
Architect wall promptly Issue a Prolect Certlllcate 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 of an~
Project Certificate for Payment previously issued to such
extent as m.n be necessary, in the Architect's opinion, to
rHotect the Owner from loss because of:
.1 defective \Vork not remedied;
.2 thi rd party claims filed or reasonable evidence in.
dlcatlng probable filinR 01 such claim"
.3 failure oi the Contractor to make pa\ ments prop.
erlv 10 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:
.s 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 9.6.1 above
are removed. payment shall be made for amounts with-
held because of them
9.7 FAILURE OF PAYMENT
9.7.1 If the Con,tructlon ....\anager should fail to issue
.-ecommendations Within se\'en da~s of receipt of the
Contractor, :"pphcation for Payment. or d. through no
fault oi the (or:rJctor. the Architect does not issue a
Project Certlilca:e for P.l~menl Within seven days after
the Architect's receipt 01 the ProJect Application for Pa~'
ment. or d the Owner does not pay the Contractor \\ lthln
se....en days after the date establIshed an the Contract Doc.
uments any amuunt certliled b\ the Architect or a\\arded
b~ arbitratIOn, then the Contractor may, upon se\'en addl'
tlonal days' written notice to the Owner. the Architect
and the Construction Manager. stop the Work until pa~.
ment of the amount owang ha, been received. The Con-
tract Sum shall be increased b\ the amount of the Con.
tractor's reasonable costs of shut-down, dela\ and start-
up, which shall be eHected b\ appropriate Change Order
In accordance with Paragraph 12.3.
9.8 SUBSTANTIAL COMPLETION
9.8.1 When the Contractor considers that the Wed; or a
de'lgnated portion thereof which I~ accept2ble lCI the
Ownt" I' ~ub,tanIIJ:r, C();T,r..c:C a, ct?::rt'Q :r ~..;hpafa-
graph C 13, the Contractor shall prepare ior tr.e Construc,
tlon\~~nager a list of items to be completed or cor-
rected The failure to Include any items Of' -JC~ list doe~
not alter the responsibility of the Contractor to com~
0111 Wor~ In accord~nce With the Contr.lct Docunw ,-
When the Architect, on the baSIS oi In~pection and c.
sultation With the Construction "'Jna2ef determines that
the Wortc: or deSignated portion Ihe~eo' I~ substantl.ll\
complete. the Architect" III then prepJ.e a Certltlcate oi
Substantial Completion of the V\or~ \\ h,ch shall establls'"
the Date oi Substantial Completion 01 the Work. Sholl.
~tolte the responsibilities of the ~'ner and the Contractor
ior security. m.lintenance. heal. utilille~ damage 10' t~
Work and Insurance, and shall ill!. the "me within which
the Contractor shall complete the Items listed therell~
The Certificate of Substantial Complelton of the Wor~
~hall be submiued to the Owner and the Contractor fo'
thear written acceptdnce of the re,ponsiblhties assigned to
them ,n such Certificate.
9.8.2 Upon Substantial Completion oi the Work or desig-
nated portion thereof, and upon application by the Con-
tractor and certification by the Architect the Owner sha!'
make payment. reilecting adJustment in retalna~e. Ii an\
for such Work or portion thereoi as pro\ Ided in the COr'"
tract Documents_
9.8.3 When the Architect on the ba-" 01 .nsp~dlor.
determines that the Project or de-I~n.l:ed porllon therec-'
IS substantially complete, the Architect \\111 then prepare
a CertifICate of Substantial CompletIon of the Project
which shall establish the Date 01 Sub<tantial Completj('~
oi the PrOject and ilx the lime \\i:hin \\;'Ich the Cnntra:.
tor shall complete any uncompleted Items on the Cerhi-
Icate of Substantial Completion urlhe \\ork.
9.8.4 Warranties required by the Contract Docume"
shall commence on the Date of Substantial Completiol
the PrOject or designated porllon Ihereof unles~ otht- -
wise provided in the Certificate of Substantial Comple,
tlon of the Work or designated portion thereof.
9.9 FINAL COMPLETION AND FtNAl PAYMENT
9.9.1 Following the Architect's Issuance oi the Certlllca~e
of Substantial Completion of the \\ort.. or designated po'.
tlon thereoi, and the Contractor's completion of t~e
Work, the Cont'actor shall iomard 10 the Constructlcr
Manager a written notice that the Work is readv for final
.nspecllon and acceptance, and -hall a',o iorw~rd to t~e
Construction ,\1anager a lanai AppJ,CJ1JOn for Paymer.:
l'pon receipt, the ConstructIon \\.lr..:;er will make t;.e
necessarv evaluations and fomard recommendations te
the Arch,lect "ho will prompt:1 mJ,e ,uch inspectlo"
When the Architect finds Ihe \\ori.. acceptable unde'
the Contract Jocuments and the Contract iullv pe',
formed, Ihe A"chltect wall Issue a PrOlect CertJilcale lC
Payment which will approve the Ilnaf pa\'ment due t".;
Contractor Th" approval wall constitute a representatlc-
thaI. to tr.e best of the ArC~lIec:'s lnowledge, informa-
tion and bellei. and on the baSIS of ob~er\atlons and ir.-
spections, the Work has been completed in accordance
with the Terms and Condition' of t!-:e Contract Doc....
ments and that the entire balanc~ found to be due the
Contraclor and noted in said Certti,ca:e I" due and pJ'.'
able. The ,A,rchltect's appro\'al of said Project Certiilca'e
ir" PJ"rr,ent 1\ Ii: (on-~Ilute J lurtne' -.:::-'e-fr1ta;:on 1""'
,ne' conditiOns precedent 10 the Con:')clor'" being F
t,tled to ilnal pavment a< ,et iorth an 5_bpa-agraph 9
r3\e been iulil'ied
AlA OOCL'~[""T A201 CM. GEo.,[~~~ COo.,OI~'()o.,S 0' 1wE COo.,H~Cl h), COo.,;:,LCTICo.,
CosSTRLCTIO" MAS.A,C[\\ENT EDI;IO" . )L SE 1~c.:' EDITIOS . AIAt . Ii 19!1J . THf
A'HRIC~S ",;1ITl TE OF ",CHlllClS 1~3; 0.,[.\ lOR. ~\E ... \\ \\ASHJ',GTO", D C ~[)():.
A201/CM -1980 16
~ ~.
9.9.2 'eIther tt-e ftnJI rJ\ ment nor the rem~ining retain.
~ge Sholll be.:ome due untIl the Contr~ctor submits to the
ArchItect. through the Con~truction M~n~ger. (1) ~n ~ffl-
dolVil tholt ~II p~~rolls, bills for materiJls and equipment.
and other indebtednes~ connected ~Ith the Work for
\\ hie h the 0\\ nt" or the 0" ner's property might in ~ny
~o1y be respon~lb'e. hJve been paid or otherwIse satis-
fied. '.:!I con~ent oi surety. If any, to final payment. and
(31 Ii reqUired b\ the Owner. other data establishing pay-
ment or satisfaction of 0111 ...uch obligations, such as re-
ceipts. releases and waivers of liens arising out of the
Contract. to the exlent and in such iorm as may be desig-
naled b\' the 0\\ nero Ii o1ny Subcontractor refuses to fur-
nish a release or waiver required by the Owner. the Con-
tractor mo1V furnish J bond ~atisiJctory to the 0\\ ner to
tndemnlfvthe 0\\ ner against o1nv such lien. If any such
lien remains unsatisiied aiter 0111 payments are made. the
Contraclor shall ~eiund 10 the 0\\ ner all monies that the
1001ler mJ\ be compelled 10 pav In dIscharging such lien.
,ncludln!'l all to-:' and reJ~ondble Jllorneys' fees.
9.9.3 It o1iter 5;.;0,t.lntl.ll Completion 0; the Work. ilnJI
cumpletlon thereoi IS mo1terlo1l1y delJ\ed through no iJult
oi the Contractor or b\ the IS~UJnce or Change Orders
Jffectlng ilndl eumpletlOn. Jnd the Construction MJnager
~o coni,rms. the Owner shall. upon a~rlication by the
Conlractor Jnd ee'tdiCdtlon by the Architect and Without
termlnattng the Contract. make pJ\ment oi the balance
due for thdt portion of the Work fully completed Jnd
accepted If the rem,lining bo1l,lnce ior Work not iull\'
compleled 0: c'rected is less than the retalnage stipu-
lated In the Con:'Jct Documents. .lOd if bonds ha\e been
iurnished as pro\ ,ded in PJr,lgrJph 7.5. the wrillen con-
sent of the suret\ to the Po1\ ment of the balJnce due for
thaI porllon or l"e Work fulh' completed and accepled
...hall be submittt'd b\ the CnntrJctor to the Construction
."101n,1~er prtor t" (e'tlrICJtl"n oi ~uch pa\'ment Such pa\.
ment <hall be made under the Terms and Conditions gov-
ern,n!; i/O,,' pJ\me.,t- e"ept th,1I It -hJII not con<t,tute a
\\Jl\er Of cla:m-
9.9.4 The mak, ~ ~ oi ilnal pJvmen I ,ha II. .lite- the Date
of SubstJnt;al Completion of the Project. constitute a
waiver or .,11 cia ~, b\ the 0\\ ner except tho~e arisinJ::
irom
.1 un"ettled I:en"
.2 faultv or deiectl\e \\'ork JppeJr,ng after Sub"tJ~'
llal Comp'etIon Of the \\'ork
.3 iailure oi the Work to complv with the require-
ments oi the Contract Documents. or
.4 terms oi In\ ~peClal warrJntle- required by the
Contract Document<
9.9.5 The acce~:2:1CC or final payment shJII after the
[)d:e Of Substant:..li Completion oi the Projecl. con,tltute
a waiver of all claims by the Contractor except those
pr<~\ 10~,,!\ mJde :n wrlllng and IdentifIed by the Contrac.
tor d, "n,ettlec' . the time of ...; . nal Application for
Pa\ men!.
9.9.6 -\11 pro",".,- 01 :h~ .-\crct?"lE''1f Incil,;d'n!' \\:tf..
,.~. il'11 I,:!I'.'" 11'0,C e,IJbll<h,nl: (,- ~~:Ion, Jnd proce.
dl.o'c,. ,hJ:1 rema '1 In lull f(),u.' ,i-C Clect nOl\\lrhstand-
-." the mJ!..ln!: or Jcceptance 0: !IOal pJ\n,e~: P' .'r to
L' e,c:" or SUb"2-' 011 Ce'mp'!.;'! o~ oi thc Pro:ecl.
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10,1 S4fETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor shall be responSIble ior Inlhahng,
malOtalrllng and supervising all saiet\ preCJutlons and
programs," connection with the Work.
10.2 SAFETY OF PERSONS 4ND PROPERTY
10.2.1 The Contr~ctor shall take all rea,onable precau-
tions ior the safety of. and shall provide ~II reasonable
protection to prevent damage. injury or loss to:
.1 all employees on the Work and all other persons
who may be affected thereby;
.2 all the Work and all materials and equipment to
be incorporated therein. whether in storage on or
Oll the site, under the care. custcdy or control of
the Contractor or any of the Contro1ctor's Subcon-
trJctor~ or Sub-subcontro1ctors;
,3 other property at the ~Ite or adjacent thereto, in-
cluding tree<. shrub~. 101\\ ns. "Jlk~. p.l\ ements.
rOddways. structures and utilitIes not designated
ior removai. reloco1tlon or replacement in the
COur,e oi con~tructlon; Jnd
,4 the work 0; the Owner or other separate contrac-
tors.
10.2.2 The ContrJctor shall gl\'(' JII notice) Jnd comply
With all applicable laws. ordinances, rules, regulo1tions
Jnd IJWfUI order~ oi any publiC o1uthonty beanng on the
sJiet~ 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 condlllons and the progress of the
Work. all reasonJble sJfeguard~ for saiet\ and protection,
including posting danger signs and other warnings .lgalnst
hazards. promulgating safety regulations and notifying
0\\ ners and users oi adjacent utdllles
10.2.4 When the use or storJge 'oi explo~l\es or other
hJzardcus materials or equlpmt:'nt IS nece~'Jr\ for the
execution of the Work. the Contractor shall exerCise the
utmost care Jnd shall carr\' on ~uch o1etl\ltles under the
"uper.. ISlon 0; properly qUJi'!led per~onnel.
10.2,5 The Contractor shall prompt" remed.... all damage
or loss :orher than d.unJge or 10"" ,"~ured under PJra.
gr J ph 11 3: to an~' proper!\ re!erred tu In C1Juse~ 1 (' 2 1.2
Jnd 10.2.1.3 caused in who:e 0' In pJrt by the Contrac-
tor. anv Subcontractor. an\ Sub.,ubcontrJctor. anyone di-
rectly or indirectly emploved b\ Jm ,)i them. or by any-
one ior \\ hose Jcts any of (hem mJ\ be IIJble. and for
\\ hlCh the Contractor IS 'espon"ble under C:lauses 10.2.1.2
and 10.2.13. except damJge or loss attrlbulable to the
Jct" or omiSSion, Of the 0\\ rter. the .~rchttee!. the Con-
,tructlon ....'anager or an\one dtrecllv or indirect",' em-
r'n\ ed b\ any of them. or b\ Jm one ior \\ ho-c Jct< any
C" thc'", mJY be liable .,~- -.r ,1l1r,hulo1ble to the 'Jult
or negll!:ence oi the Con:'JlIOr The ioregoing obllga-
:,on; oj the Contractor are ,ro ddrl"'Cln to the Contractor's
(,bl'.c:atlon, unde' PJ'Jg'Jp~ ~ :,-
10.2.6 The Contractor ,h~;' cj'.',,:.:nJft' 01 'c,pan'ible
member oi the CantraclO'.. '..J'c'.;~ .',11111'1 at the site
\\ho"e dut\ <hal! be the pre\enllon 01 Jccldents Th"
Pl',,()n ,hall be the Contrae"r, 'ur('''ntendent unle~"
17 A201/CM -1980
"IA. OOCI.,<,(E"'T A.2tl!CM . C[....[~..l CO....D'.'l.....' (if '-, , '....:~'CT FOR U'....'TRLCT'O'
CO'STR\..CTIO' ""'''ACE'-IE''T [DITIO, . ). 'E ,980 t:>;T,O.... . AI". . :;: 1980 . THE
"HR:IC." :,<...;.. T[ Of ~~CYI~;(~~ '-1)'~.\ "OR.~ ,,\~ ,,\\ \\",~HI'(,r(), n ( ~1"'W"nk
othe,....i~ designated bv the Contr.clor ,n writing to the
Owner lind the ConslruchOn ~n.ger.
10.2.7 The Contr.l( lor shall not Io.d or permll .ny p.rt
oj the Work to be IO.lded so a~ to endanger Its ~fety.
10.3 EMERGENCIES
10.3.1 In any emergenc~ .lilt'l ~,n~ the safet., 01 persons
Of property the Contr.lctor _h.111 JCI Jt the Contractor's
discretion. to prevent threatened d.lmage, IOJury or loss.
Anv additional compensation or extension of time
claimed b., the ContrJClc,r on accounl oi emergenq
work shall be delermtned a~ pro\ ,ded tn Article 1 ~ jor
Changes in the Work.
ARTICLE 11
INSURANCE
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase and maintain insur-
ance ior protection irom the claims set lorth below which
may allSe out oj or re~ult trom the Contractor- opera-
tions under the Contract "hether ,uch uperatlon- be b\
the Contractor or b\ am ~ubcontrJctor. or b\ Jmone d,-
recth or Indifectlv empioyed b\ .10\ oi them. or b\ am.-
one ior whose acb In, of them may be hable,
.1 claims under worker~,' or \\l)'~men's compensa-
tion. disability benetlt and other ~Imdar emplovee
beneilt <lcb.
.2 claims for damages because oj boddy inJUry, occu-
p,::lonJI ~Icknes- or dl~e,l~e lH death oi the Cor.-
lraclOr's emplo~ees.
.3 claims for damages becallse oj boddy InJur\'. sick-
ness or disease. or death or .10\ person other than
the Contractor- empll1\ce-.
.4 claim, ior damages In_ured b~ usual personal 10-
jur\ habdltv co\erage \\hlel-, .Ire <ll~tJlned 1 b\
.1m person JS a re,u:t 01 Jn Ollcn-t' d,r(>lth Of
,ndlfectl\ rela ted to th{' emplo\ ment oi <.uch per-
<.:m bv the Contractor l)f 2 b\ Jm othf" :1{'r<on.
.5 c1Jlm, ior dJmages. other th,lO to the \\or~ Itsel,
because at injury to or dl.-t'uctlon oi tJn~lble
properl\ including lo~- o! lI'l' re<ulllng therelrom
.lnd
.6 {IJims lor d,1mJL:(> l){'lJ"'l' (1\ b"dd\ Injun "
death oj am p";son or propert\ dJmage arl'lnp.
out of the o\\ner.hlp m.i.r.:cr..lnu' or u-c oj ,1m
molor vehicle.
11.1.2 The Insurance reqUired b\ )~:bp,Ha~'.lph 11.1.1
shall be written for not le~' tf-.dn In, "mlt, 01 1i.1biltty
specliled in the Contract Document. or requlfed b\ law.
whlche\er is greater.
11.1.3 The insurance requlled b\ Subparagraph 11.1.1
~hall ,"cludl' contractual Ilab,"t\ ,n,urance appl,c.lb'e to
the ContrJctor, ob!;gcl.on, under P.Ha~raph ~ 18
11.1.4 Certificates of Insurance acceptJble to the O\\ner
<hall be submitted to the Comtruet:on .\\JnaL.?r ior tran..
mittal to the Owne~ ::Hlor to comm~'1cemenl 0: the \\'orl..
Th(-'e' Certiiicate" <~.-,I! (c'nIJ:n a lV()'.:"on the! co\t'rJce'
J'1l)rOt.,d under t~,(, pr;,!(J(.... \\. ",,::!,. ,:~I..t~iec....,. J
leaq th.rt\ d,;". ,Hlor \\ rltten n.:,:;ce hJ' been ~I\ en to
the Owner
11.2 OWNEI'S UAlILlTY INSUIANCI
11.2.1 The Owner sh.1I be respon<..hl(' for PUrChllSinc
and malnl.llnlng Owner's Ii.blllly 1n~l.rJnle lind, at t~"-
Owner's option. mJ~ purch.~c and mlilOtain in<lIrJn,
lor protection lipinst c1.lIm~ "hlch mol\ allse IrOlT1
operJtlon. under the Contract
11.3 PROPERTY INSURANCE
11,3.1 Unless otherwise pro\ Ided. lhe 0\\ ner shall pur-
chase and m':lInlalO properly In~urance upon the ('ntlre
Work at the '1tt.' 10 the full In-urJble \.llue thereot Th.,.
.nsurance shall .nclude the Inleresb oj the Owner. the
Construction "\.lnager. the Contraclor. Subcontractors
.1nd Sub-subcontractor~ 10 the \\ork. and sh.lll insure
Jg.1inst the perils of iire and extended CO\ er.lp.e .lnn ~hai
Include "all risk" In,urance for ph\ ~Ical 10<, or dam.1ge
Ineluding, without duplication or coverage. thei\. van.
d.l"~m and malicious mischiei Ii the Owner does no:
Intend to purcha;e <llch Insurance ior the full In"llf.lb:r
\alue oj the entire Work. the Owner ,h.lll iniorm the
Contractor In w IItln~ pllor to commencement 01 .he
\\ llr~ The ContrJctor mol\' thpn cllect In"urance \', hi( ~
\\111 protect the :ntere~l- ot the (llnlr.l,,,,r. Ihc Contr.1e.
:(lr, 5ubcontr,1ctor~ .1nd the Suh--uh(ontr.Hto'- I" ;",'
Wurk. and b, Jpproprl.1te Changc Ordl'r the co,t there'o'
,h.111 be charged to the Owner. II the (ontr.letor b doHr-
Jged b\ lJilure 01 lhe Owner 10 purl hJ~C or maintain
ouch In,urJnee .lnd to "(1 notih' the Conlr.lelor. thE'n the
O\\npr ~h,-;'J beJr .11! rC.l-on.lh!(' {...t- IVIlPCr!\ Jtlrd)ut,~.
hie Ihereto. Ii not co\ered uncl!'r Ihe 0111 risk in,ul.1ner
or olherwi,e pro\ided in the Contr.l< t f),'Clln,..nl. :',,-
Conlraclor ~hall eneel .lnd mJlnt.l;n -lmil.1f propell\ Ir
sur.1nee on pnrtions oi the \\'ork <,IOred oii the ,ite or ,
IrJn~it when such portion< of the \VorL .HC to hI> i,
,Iuded ,n .1n .1,ppliollon jor 1'.1\ m('nt under 5uop.1I."
~r.,ph Q.3.2
11.3.2 The O\'.:'('r ~h.1!1 pllr(!l.,.(' .1'10 m.l,n:.lln -1I('~
hlliter and m.lChml'r\ m'lI'.''')(''' ," 01.1\ to. 'l'qUlfl"j \-
the Conlr.Ht Document. or b\ 1,1'.', .lh,. .n_lIl.:n({' -h.'
.ncluo{' the Inle'c-t. (11'1-,(' O\\ner 'he (()n.lruellOn "Jr.
I .l~l'r 'he CI)~tr,letor ~ubeonlr,l(t",. ,1'10 Sub-subcontrM'
I"r- m the' \\ (H\..
11.3.3 A")\ 1<,,, in~ured lInder SlJhr.l'.l~r.lnh 11.3.1 1< I
be adlu<ted \'. :th the 01'. ner .inn O1.HI., n,1\abl(' to Ir.
a" ner .1. t'u-ice j,,, tnI' ,!'.lJ'cn- .1- ,I,..,.. rnleTest; m:..
.lppCoH. ~ubje(l to trot' reqUlreml'nl- 01 .1m' applicab'"
n1\l,'~.I..;l'C c!Ju,e .lnd ". )1:hp.l,.Ic:",;,h : ~ l R. Thc C0~'
Ir,le '.'r .hJII pJ\ CAh ~uh(On:r,h "".' ,.-: "1Jrc 0\' ar..
1r.,U",l'll' r~"r: '.'- 'cceived b\ the Contr,Hl!H .lnci il\ ,'~-
prOpllJll' J~rt.'l'm('nl \Hlllen \\here legal" Irq,;,red I
\al,dlt\' <hall requlfe each )ubcontraclor to m,ll..e p.;
ml'~I, tll their Sub- ,..:-:pntraetor, In "milJr manner.
11.3.4 The Owner ~hj:i I.... .. l";'. ,,; .111 policie~ witi'
the Contractor before .-.., e\i'i'-..'l' 1,"- rl,1\ occur,
11.3.5 It the Cunlraclor request- In \\rltln~ that in;u'-
Jnce jor fI,.l.." other thJn those cC"_ Tlbt'G ,n SubpJ'c-
graph- l' ~, Jnd l' .3.2 or oth(" .peclal h.1Z,lrd, :-~
Included :'1 :he r":>per:\ '''''UTJ''_' ". - the O\\r".
~~.: I l' r~;."~:" I' ~_ '....(1. ~. ......". "."
tht'reol ,rJ;: ::>e (n,".~('d 10 th' (, ,.....,)(ll'. "1\ J::>p"'rri:::f
ChJnge Order.
AI4 OOCL~[""T A201 eM. C~'ER1.l ((J'.' -" .~~ '_)~ "'1"'"= C.)'~~.1.C~ f.....~: '. ',.'.._('11"',
~~~>:.,r.; :T~~~i:\:~?~S[~'}~~.\~;:C~,:. ,.:~\;~: ,E~ '2\ .,\~'~~,.:-E~~:: . T,~[
A201 01 - 1980 1E
:-;. (
11.3.6 The Owner and the Contractor waive all rights
against \1! each other and the Subconlractors, Sub-sub-
contractors, agents and employees of each other. and (2)
the ..",chilecl. the Construction ,,"'anager and separate con-
trclctors, .t an). and the, r subcontractors, sub-subcontrac-
tors. agents and emplo) ee5. for damages caused by ilre or
olher penis to the elttenl cO\ered by ansuranl:e obtained
pursuanl 10 Ihis Parclgraph 11.3 or any other properlY an-
surance applicable to the Work, except such rights as
they may have to the proceeds of such insurance held
by the Owner as tru<lee. The foregoing waiver afforded
the Architect. the Conslructlon Manager. their agents and
employees shall not exlend 10 the liability imposed by
Subparagraph 4.18.3. The Owner or the Contractor. as
appropnate, shall require of the Architect, the Construc-
tion Manager. separate contractors. Subcontractors clnd
Sub-subconlrclctors by approprlJte agreements. wrlllen
where legally required for \alidll)', 51milclr waivers each
In favor of all olher parlie.. enumeraled an this Sub-
p.HJ~raph 11.3.6.
11.3.1 If required an \Hltlng by Jny party in interest. the
Owner J~ trustee shall upon the occurrence of an in-
-ured loss. give bond ior Ihe proper periormance of Ihe
Owner's duties. The Owner shall depOSit in cl separate
account any money so received .lnd shall dislribute II in
accordance With such agreemenl as the parties an Inlerest
may. reach. or In accordance With an award bv arbitration
,n wh:ch case the procedure shall be as provided in Para-
graph :-.9. If after such loss no other special agreement
is made. replacement of damaged \'Vork shall be covered
b\ an appropnate Change Order.
11.3.8 The Owner. as trustee. shall have power to adjust
and sellle any loss wllh the Insurers unless one of the
partl~S In Interest shall object. In writing within five days
after the occurrence of loss, to the Owner's eltercise of
thiS po\\er. and if such objection be made. arbitrators
shall be chosen as prOVided In Paragraph 7.9. The Owner
as trustee shall. in that case. make seltlement with the
'nsurers In accordance With the direcllons of suc.h arbi-
trator, If distribution ....f the insurance proceeds by arbi-
tration is required. the arbltrator~ \\ill direct such di<-
tnbullon
11.3.9 If the 0\\ ner ilnd~ It neCeSS,H) to occupy or u~e
a portion or porllOns oi the \\ ork pnor to Substantial
Complellon thereof. such occupJncy shall not commence
pnor to a lime mutually agreed to by the Ow ner and the
Contractor and to which the In,urance compa", or com-
panies providing the propertv Insurance have consented
bv endorsement to Ihe polic\ or policies, This insurance
shall nol be canceled or lao<ed on account of such partial
occupancy. Consent of th~ Contractor and of the insur-
clnce company or companies to such occupancy or use
shall not be unreasonably wit~h("d
1 1.4 lOSS OF USE I"'Sl'RANCE
11.4.1 The Owner. al the Owner's option. may purchase
and maintain Insurance fe,r p'otectlon apinst loss of u~E'
of the Owner's propert\ du(' 10 (,re or ot"er hazards.
ho\\e\er cau<ed The O\\ner \\.1 \es all fight- of acllon
a~,! !'1,t the Conlractor tor 10-- c', u<e of the O\\ner's
pre'pe'l\. including consequential losses due to ii re or
other hazards howe\er caused. 10 the extent cehe'E'd b\.
Insurance under thiS Paragraph 114.
ARneLl 12
CHANGES IN THE WORK
12.1 CHANGE OIDEU
12.1.1 A Change Order is a wrirten order to the Con-
traclor 'I~ned to sho\\ Ihe recommendation (Ii the Con-
qructlon .",lOager. the approval of the Architect and the
aulhonzatlon or the Owner. I~~ued after execution of the
Contract. authonzing 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
Conlractor indicates the Contractor's agreement there-
With, including the ad,ustment in Ihe Contract Sum or
Ihe Contract Time.
12.1.2 The 0\\ nero Without imalrdating the Contract.
may order chJnges '" Ihe Work Within the general scope
oi the Contract con$ISlJng 0; additions, deletions or other
re\I~lon-. the Contract Sum and the Contract lime being
Jd,u,ted accordlnsh-'.II (~ch changes an the Worl.. shall
be .lUlhorl/ed by Change Order. and shall be performed
under the applicable condll1on~ oi the ContrJCI Docu-
menb.
12.1.3 The co~t or credll III the O\\ner resultang from a
change In the Work shall be determined an one or more
oi the following wa} s;
.1 b) mutual acceptance oi a lump sum proper/I
Itemized and supportt!d b\ sufficient substantiating
dclta to permIt e\alual:on.
.2 b\ unit price, ~tated '" the Contract Documents or
~ubsequently agreed upon;
.3 by cost to be determined In a manner agreed upon
by the pclrtles and .I mutually clG.::eptable fixed or
percentage fee; or
,4 by the method provided an Subparagraph 12.1.4.
12.1.4 If none of the melhods set forth in Clauses
1.2131,12.1.3.2 or 12.1.3.3 IS agrC'ed upon, the Contrac-
lor, provided a \\ nllen order Signed by the Owner is re-
ce;\ ed, shall prompt" proceed \\ i th the Work involved
The cost of .such \\orl.. shall then be determined by the
Architect. after consultallon with the Construction Man-
ager. on the baSIS oi the reJsonable expenditures and
5.1\ Ings ot tho-e perrormlllg the \\iork allnbutJble to the
change. aneludlng. in the case oi an increase in the Con-
tract Sum, a reasonable .1110\\ ance for 0\ erhead and
pr(1! t. In such case and also under Clauses 12.1.3.3 and
12.1 3.4 above. the Contrclctor shall keep and present. ir
such form as the O\\ner. the Architect or the Construc-
tion \1Jnager mal pre"rlbe. an itemized accounting to-
gelher w Ilh Jpprop'late <.upporling data for inclusicn in
d Change Order L niess otherwise pro\lded In the Con-
Iract Documents. co>! ~hJII be limited to the follow ing:
cost of matenals. ,"cludir~ ;;ale.. tax and cost of delivery;
cost of labor. including <oclal security. old age and
unemployml'nt insurJnce and ir:n~e beneiits required b\
agreement or custom; workers' or \\ orkmen's compensa-
tion Insurance b,'nd premium- renlal value of equip-
ml'nt and mJcr '1€'r.. and Ihe J::'~!"')"',ll CO", of super-
\ l'ln'" Jnd i,p'd "if.c€' pec<"nnc' d,rC(II, attributable Ie
the chJr!.':c Per!dlnf: lanJi delermnJtlon oi cost to the
Owner. payments em Jccounl shall be made on I;,e A',
ch'lec!'- appro\al 01 .1 Pr,,;eCl Cerl,ilc'ate for Pa~menl
19 A201/CM -1980
AlA DOCUME"'T A201CM. C["'I~'L Cry..;' '.;; ('f TH[ eu...T~.eT fC';: eO"'SaLCTIO'"
CO!',STRUCTIO... MA!';..CU..\[I'T [DITIOl' . JL 'E 1980 EDITIO~ . AlA- . <i) 1980 . THE
.'\ERIC.... "~;,Jl TE Of .~lHIIL(l' '-I; ,[\\ YOR" AYE." \\. \\ASH"CTO.... DC 2IXn'
The amount of credit to be allowed by the Contracto.r to
the Owner for any deletion or change which rer,ulh In ·
net decrease In the Contract Sum will be the .amount. ot
the actual net cost as conilrmed bv the Architect after
consult.atlon ....Ith the CumtruCllon Manager \\ hen both
.additions .and credits Co\ erln~ related Work or subs\; ~u-
tlons .are Im'ol\'ed In am one lholnge. the allowance tor
overhead and proilt shall be lIgured on the baSIS of the
net incre.ase, Ii any, with respect to that change.
12.1.5 If unit prices are swed In the Contract Docu-
ments or subsequently agreed upon, and if the quantltle-
originally contemplated are so changed in a proposed
Change Order that application oi the. agreed unit prices
to the quantities of Work proposed w,1I 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 conditions encountered in the
performance of the Work below the surface of the ground
or should concealed or unknown conditions in an existing
structure be at variancE' with the conditions indicated by
the Contract Documents. or should unknown ph~'slcal
conditions below the suriace oi the ground or -hould
concealed 'or unknown conditions In an existing struc-
ture of an unusual nature, d.r;enng matenally Hom th~se
ordinarih' encountered and generally recognized as m-
herent In work of the character pro\ Ided for m this Con-
tract. be encountered, the Contract Sum shall be equlta-
bl~' adJustp.d b\ Change Order upon claim bv either ~artv
made Within twenty days aller the llrst ob"ef\ ance ot the
conditions.
12.3 CLAIMS FOR-ADDITIONAL COST
12.3,1 If the Contractor Wishes to make a claim ior an
increase in the Cont~act Sum the Contractor shall give
the Arctlltect and the Construction Manager written no-.
tlce thereof wlthm t....ent\' da\" .liter the occurrence. 0'
thE' e\ent f,:\ In~ rISe to such c;~lm. ThiS notice shall be
gl\ en b~ the Contractor before pr,'ceedmg to ~xecute the
Work, except in'an emergen" endan!:enng IIIe or prop-
ert" in which case the Contractor shall proceed m ac-
cordance With Paragraph H13 No such claim shall be
\'alid unless so made Ii the O\\ner and Ihe' Contractor
cannot agree on the amount oi the adjustment en the
Contract Sum. It shall be determined b~ the All hltect
after consultation '^ ith the Construclton Manager An\
change .n the Contract Sum re~ulllng from such claim
shall be' authOriZed by Chan~(' Order.
12.3,2 If the Contractor c1alm~ that additional cost IS 10,
vohed because of, but not limited to, nl any wntten In-
terpretation pursuant 10 Subparagraph 2.311 . ~ an~' 0'-
der by the Ow ner to stop the Work pur,uant to Par,,-
graph 3.3 where the Contractor was not at lault or ,]r':,
s.uch order by the Con"t'uct;(ln \\clOager as the 0\\ nt'r S
agent. (3) any.... rltten orde: tor a minor chan~e In the
Work issued pursuant 10 PJ:J~'Jph 124 ()r 14, tallure of
payment by the Owner pursuant to Paragraph 9i. the
Contractor shall make such claim a" prOVided 10 Sub-
para~raph 1231
12.4 MINOR CHANGES IN THE \\OR'"
12.4.1 The Archilect.., ha\e .lutf-or;t\ to order minor
ch.ln~e" 10 the \\ork not Imol,',",!, il'" ad;u,tlT('nt in the
Contrut Sum or elten)lun ot the Contract Time and noI
mconsistent with the mtent oi the Controlct Documents.
Such ch.ngfi shall be effected b\ written order issuec"
throush the Construction Manager, and shall be bandin~
on the O\\ner a'td the Contraltor. The Contractor shall
(am out such.... tltlen orders promptlv.
ARTICLE 13
UNCOVERING AND CORRECTION OF WORK
13.1 UNCOVERING OF WORK
13.1.1 Ii any portion of the Work should be covered
contra,,' to the request oi the Architect or the Construc-
tion Manager, or to requirements specifically expressed in
the Contract Documt'nts, It must. Ii required in writing b~
t'ither, be uncovered for their obse"ation and shalt be
replaced at the Contractor's expen!oe.
13.1.2 Ii an\' other portion of the Work has been co\-
ered .... hlch the Architect or the Construction Manager
has not specifically requested to obser\'e prior to its being
CO\ ered, either may request to see such Work and it shall
be unco\ered b~ the Contractor. Ii such \\ork be fnunc
10 accordance \\.th the ContrJct Documents. the co,t o~
unco\erlng and replacement shall, by appropriate Change
Order. be chargt'd to the O\\ner. Ii such Work be found
not in accordance with the Contract Documents, the
Contrclctor shall pa\ such cost, unless it be found that
thl- condition \\J~ cau~ed by the' O\\ner or a separate
contractor as pro\ided in Article 6. in which event the
0\\ ner shall be responSible for tf>e P,l\ menl of such costs
13.2 CORRECTION OF WORK
13.2.1 The Contractor shall promptl\ correct all Wor
rejected b\ the Architect or the Construction Manager a-
deiecti\e or a, ialllOg to conform to the Contract Docu-
ments whether obsen ed before or after Substan!IJ 1 Com-
pletion 01 th(. ProJell and whether ur not iab'ICJled. in-
,tailed or completed The (onlrJctpr ~hJII be'ar all cost,
01 co'.rectlng ,I.a &, rel(', :('cl \\'ork IOcludlng (ompensa.
lllln Ie,r Ihe ~~chllect ~ clnd the Construction '1an,)ger ~
addltlon,)1 <er\ Ices made nece"sar, t&'ereb\.
13.2,2 11. \\Ilh,n one \bH ,)fte' the Date of Substantia'
Completlun oi I"€' P,cI'e,1 or dc- ~"Jted portion thereoi
or wlthm one \eJ' .lller ac(('ptJnce b\ the Owner 0'
de'l~nJted equipment. or \\ ,thlt-: '-,cn I",.,;::er period 0'
\1m; as ma\' be preSl tlbed b\ la\\ or b\ the t('rms OT an\
applicable special \\ananh re'quHE'd b\ thl CunlralT 0(\( Li
ments, any of tht, \\orl.. IS found 10 b(' dt'ft'ctlve or not fr.
accordance With the Contract DOCum~nb. the ConHactor
sha:1 correct It promptl... ,)lIer rec€'pt oi a w rillen notice
irom the Owner to do so unle,- the Owner has pre\j.
OU,'\ gl\en the Contractor a W:it:€:.'1 acceptance of such
core lion ThiS obli~at,on shall sur'. .e bo~h ilnal pa\mer'
for the \\ ",\.. or de<l;::nated porllon thereoi and te:mina.
lion of the Contlc~t The Owner ~hall gl\e ,uch notlc€:
p'amplh 2;'er d.,c, e~. . ~I,(' c~ ..,dltion.
13.2.3 ThE' Contractor shall remo. e from the site a!
portion- c tl,e \\'ork \\hlch are deiect,,€' C' non(on(orrr.
,n!! and \\ n:ch ha\e n0l been C(l"",cted ",.,d('r St;b::>ar".
;::'~r~~ ~:: 1 13: - ,-~-r::-
- .>... ~t.- .," ,'" \'.Jt\E'C
h the 0\\ nero
13.2.4 II the Con"acto,' " to \.
.-.,....,..".'1" \\'orl.. a- p..,,,ded I~
'.:cl c.-'ec:'\e or non
S~bpc'~~'c~h~ ~ 51
AI4. DOCL'ME" A10' eM. (.~,p::. r - ',_'0 .C''':" .I;)!~ "".:: _~:)7~j..lCl, ~;~'~. ~..:,:~:~.C~.._,
CO....S'7RlClI0.... ...~...,,,Gt"\:'~ l:' -'.:,-" . !L'~ ~~_ [.~ ;O~ . "'I"., - 1_:- . _ '..
.~'HRiC"'" 1,l.,fl1l j[ Of Arcf-' .:.1.. ';' --,-, 't\.\' ~'R, ......~ ..... \\ \\~~~ ,C1CV'," l ( - ...
A201lCM - 1980 20
132 1 and 13.2.2. the Owner mJY correct It ,n accordance
wIth Paragraph 3.4.
13.2.S If the Contractor does not proc.eed with the cor-
rection of such defectl\e or nonconforming Work within
a rea~o"able time fixed by written notice from the Archi-
tect I"ued through the ConstructIon \1JnJger the Ov.ner
ma\ 'emove it and ma~ store the mJterlal, ur equipment
at the e~pense of the Contractor. If the Contractor does
not pa\ the cost of such removal and storage \'Ithin ten
da\ s thereafter, the Owner may, upon ten additional
da)s' written notice, sell such Work .It auction or at pri-
vate sale and shall account for the net proceeds thereoi.
after deducling all the costs that should have been borne
b,' the Contractor. Including compensation for the Archi-
tects and the Construction Manager's additional services
made necessary thereby. If such proceeds of sale do not
co\er all costs which the Contractor should have borne,
t/oe d,fference shall be charged to the Contractor and an
Jpproprlate Change Order shall be issued. If the payments
Ihen or thereafter due the Contractor are not ~ul1lclent to
co\er ~uch amounl, the Contr.lCtor shall pay the d,l1er-
ence to Ihe Owner.
13.2.6 The Contractor shall bear the cost of makmg
good .II: work of the Owner or separate contractors de-
stro\ed or damaged by such correction or remo\a!.
13.2.7 :-.Iothlng contained 10 th,~ Paragraph 132 shall be
construed to establl~h a perino ,)1 IlmltJtl('ln \\Ith respect
to an\ o!~er obligation which the Contractor might ha\e
\Onder the Contract DocumenlS. meluding Para~raph 4.5
hereoi The establishment of the lime periods noted in
Subparagraph 13.22. or such longer period of time as
may be prescribed bv law or by the terms of any warranty
requ,red b~ the Contract Documents. re'ales onl\ to the
speCifiC obligation oi the Conlractor to correct the Work.
and has no relationship to Ihe time " :hm which the
Con!'Jctor'- obligation to comply with tre Contract Doc-
uments may be sought to be enforced. nor to the time
",thlf' \\ h,ch proceedIngs m.l\ he commenced !() e<lah-
I"h tfle Contractor's Ilabtllt\ \\ 'h re,pect to the Contrac-
tor's obligations other than ~peclilcalh ro correct the
\\'ork .
13.3 ACCEPTANCE OF DEFECTIVE OR
NONCONFORMING ~ORK
13.3.1 Ii Ihe 0" ner prefers to accept dele" i\ e or non-
coni. 'mlng \'\'ork. the Ov.ner mav do so In,lead oi requir-
In\: ,:' remOl,al and correction. In which ca-e J Chan~e
Orde' \\111 be issued 10 reilect J reduction In the Contra'ct
'~m \\here appropriate .Inn l'Clullable Such ad,u-tment
,rail be effected \,hethe' ()' nut "noli p.1\ment h.1'; been
made
14.1
U.1.1
ur'ldC"
ARTICLE 14
TERMINATION OF THE CONTRACT
TER\'I" -\ TlO" BY THE CONTR -\CTOR
If the \\orl.. 1< stopped for J pC".-o of I" "\ da\s
an order or ,'~. /('lllr! "r olht'r publiC ,l~;thorit\
ha\'lng JUrisdiction. or as a result 01 an act of government
such as a declaration oi a national emergency making
matenals unavailable, through no act or fault oi the Con-
tractor or a Subcontractor or their agents or emplo..HS or
any other persons performing any of the Work under a
contract V.llh the Contract.)r or .1 the Work should be
..ropped ior a period 01 thllt, da\ s by the Contractor be-
cause 01 the Construction \\anJger's. failure to recom.
mcnd or the Architect's failure to issue a Project Certifi-
cate ior Payment as prOVided in 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-
Ilonal ddYs' wrillen notice to the Owner, the Architect
and the Conslructlon '''anager. terminate the Contract and
recover from the 0\\ ner pa\ ment for all Work executed
and for Jny pro\ en loss sustained upon any materials,
equipment. tools. construction equipment and machinery,
Includin~ reasonable profrt and damages.
14.2 TERMINATION BY THE OWNER
14.2.1 I i the ContrdClor IS adjudged J bankrupl, or
mal..es a general as,rgnment lor the benetlt of creditors,
or II a recel\er IS aPPOinted on account of the Contrac-
tur) msolvenC\ or " the Contractor persistently or re-
peated" reluse~ or iails. e.\cept In case.; ior "hich exten-
sion oi time IS prOVided. to supply enough propdy
skilled workers or proper malenals, or fads to make
prumpl pa\ ment to Subcontractors Or for materials or
labor. or persistently disregards laws. ordinances. rules,
regulatIons or orders or am publiC authorily having juris-
tlon. or othem Ise I) guilt\ or a substantial violation oi a
pro\ 1~lon 0; the ContrJct Documents. and fails within
'cven day' Jiter receipt or \\ rilten notice 10 commence
,lnd contmue correction or "jch default. neglect or viola-
tion With diligence ,lnd promptness. ihe Owner, upon
certification bv the Arch,tect .liter con~ulta!'on with the
Con,lructlon \1anager that ,uff,clent cause eXists to Just,;\
'uch action, ma\. ~rter se\ en da\ s following receipt b\
Ihe Conlractor 01 .In add,tl()nJI \\ "lten notice and \\lth-
out prejudice to am orber remed\ the O\\ner ma\ havp
lermlnate the emplo\ men! (Ii the Contractor and take
possession oi the sIte ,lnd (II .111 materials. equipment.
tools construction equipment and machlner\' thereon
0\\ ned t)\ the Cont',lctor and mJ\ iml~h the \\'ork b\
whatever method.; t~e 0\\ ner ma\ deem expedient. In
'lith case the ContraClOr -hall not be entitled to recel\e
,10\ iurther pa\ ment unttl Il-e \\'orl.. i" fln"hed
14.2.2 II Ihe unpJld balance or the Con:ract Sum ex-
(eC'd, the CO,l, of I,~,.hln!= :he \\'ork. rncludlng campen-
"JIron for the ArchItect's and the (onqruC!ron \1anager's
,1ddillon.,1 ~er\ Ice~ m.1de nece-',lr\ thereb\. such excess
.h.l!1 be paid 10 Ihe ContrJctor il <uch co~ts e\ceed the
unp.lld b,ll.lnce. the CO"I'Jct"r .hall pa\' the dinerence
to the- 0\\ nl" The J~~",,"'" ~,l b,. pJ,d to the Conlractor
or to Ih.. (h",er ,1'; the ca-e m,1\ be .hall be certri!ed b,
the Arch:tecl L;pnr) .':'.JI:CJ~'or) In the manner pro, cec
to P.H.l~'.lph ,,~ .1~c1 tr,l" ,)1, ~,:!r("" ')r pa\ me-: ,nJ:'
'un 1\ (' !~e rf"r1,nrll:t-'" (If .;.... ("I ).,~r.)ct.
21
..... ''':.:~:C''~
:: ~::: . THE
Yt), :' C :,Yi'-:
A201/CM - 1980
AI4 OOCUME'<T 4201 CM . I.",: '.' ',' '," 7." " '. - ': , f"
CO'.;S,R"CTIO"'A'AC{\I['T[:J:TrO". ,_",'%'EOI7;('. ....!A!.
\\HRI( \', :,~' 'L a ()f '\I\CHI'i {;... .., ,~\\ ,()~~ "\'r ,,\\ \\ ""'~'.'
KONROB COUNTY
SUPPLEMENTARY GENERAL 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.
ARTICLE 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
documents, specifications, and/or drawings,
PRECEDENCE shall be:
the contract
the ORDER OF
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
r.
4. Add new subparagraph 1.2.5 as follows:
"Where on any of the dz:awings 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 - after the 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 brinq 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 .
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:
"The 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 orawings and
specifications so that the progress of the Work is not
adversely affected."
5. subparagraph 4.9.1 - add the following sentence:
"The 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
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 wi thhold
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, secur~ty 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." .
ARTICLE ,
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."
ARTICLB 7
1. subparagraph 7.1.1 - delete in its entirety and insert the
following:
"The 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 Cas 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.
ARTICLB 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 bE:: 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
quantities of work in excess of those provided in the
proposal or covered by approved change orders, except when
such excess quanti ties 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 pa}'ments made shall
thereupon become the sole property of the O~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 Sub subcontractors 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
I 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 claim~; (3) failure 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 proj ect; (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.
ARTICLB 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
...~
..-'f'.f;~
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:
liThe 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 maximum 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-
AlOtlnCT
CONTRACTOR
SURETY
OTHU
CONTRACTOR'S
AfFIDAVIT OF
PAYMENT OF
DEBTS AND ClAIMS
AlA Document C706
... -... ..
....4 l
..
TO (Owner)
r
L
PROJECT:
(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
Al01, 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 .:Jgainst 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 G706A1.
CONTRACTOR:
Address:
BY:
Subscribed and S\\ orn to before me this
day of
19
Notary Public:
My Commission Expires:
AI" DOCUME'IT Gi06 . cn"TRA.CTOR'S AHIO...VIT OF PAy..\E....T Of DEBTS ........0 CLAI\\$ . ..n:,t 1Q-O [oITIO'J
. .
-'I \,......,':'~' A\.'r ':11 " '.c~;. -.....~.. '-'.~-
0"[ :.::
CONTRACTOR'S
AffiDAVIT OF
RELEASE OF UENS
AlA DOCUMENT G706^
OWNER
ARCHlnCr -
CONTItACTOI
SUItETY _....
OTHER
~
..
~
TO (Owner)
I
ARCHITEO'S PROJECT NO:
-, CONTRACT FOR:
L
..J CONTRAO DATE:
PROJEO:
(name, address)
State of:
County of:
The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, AlA Document
A20', hereby certifies that to the best of his knowledge, information and belief, except as listed below, the Relea~
or Waivers of lien attached hereto include the Contractor, all Subcontractors, all suppliers of materials and equip-
ment, and .III performers of Work, labor or services who have or may have liens against any property of the Ow~r
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:
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.
CONTRACTOR:
Address
BY:
Subscribed and s\\o'~ to before me thiS
day of
19
Notary Public:
My Commission Expires:
AlA. DOCL'~1["'T r-r~... CO-.TRA(TUR 5 "'ffIOAVIT Of RELEASE Of lIf-'~. APRil 1970 fOITIO" . AIA~
- --. - "'r,-,..~ ~--- . .... ,,-....
n'"EP."
~ONSENT OF
~RETY COMPANY
TO ANAL PAYMENT
AM DOCUMENT C701
OWNO
ARCHmCT
CONTlACTOI
SURETY
OTHER
B
B
,.._~.:,MJ~"'
PROJECT:
(name, address)
TO (Owner)
r
I ARCHITECT'S PROJECT NO:
CONTRACT FOR:
L
CONTRAOOR:
-' CONTRACT DATE:
In accordance with the provisions of the Contract between the Owner and the Contractor as Indicated.. above the
IM'I! insert n'IM .nd .ddrtn 01 Su'I!!y Comp.ny)
, SURETY COMH.....V,
on bond of Ihe'l! .nsl!rt ~ml! .nd .dd'l!n 01 Contri<loti
, CO~TRAC-OR,
hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shao not
relieve the Surety Company of any of its obligations to th.fe .nseft n.m. .nd .ddre" 01 O"'Mr;
, O\','ER,
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
Attest:
(Seal) :
Signature of Authorized Representative
Title
NOTE: This fo,m is to be used as a companion document to AI." DOCUMENT G706. CO,," TRACTORS AfFID"VIT OF F" "~E""T OF OEBT~ . '0
CLAIMS, Current Edition
-~...'" ~'- ...-..-....~......-.... ".-.,.... ~~
MONROE COUNTY
CAPITAL IMPROVEMENTS PROGRAM
PROJBCT SAFETY AND HEALTH PLAN
1.1
REGULATIONS AND POLICIES
1.1.1
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 heal th policies
as described herein.
1.2
PROJECT SAFETY AND HEALTH REQUIREMENTS
1.2.1
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
damaqe; 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 facilities, 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 exceed a duration of three
hours. '
.10
This project shall be a Hard Hat job and
superv1sors, 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.
all
be
the
.12 Temporary construction aids such as ladders,
scaffolds, stairs, railings, etc. shall be provided
to facil i tate 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
-llil'"
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 submitted to Morrison-Knudsen/Gerrits
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 hazard.
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
Heal th 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 proj ect, 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
00970-5
PROJECT SAfETY AND HEALTH PLAN
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 Contractor's 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 on him.
The Trade Contractor'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
submi ttal 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'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's Quality 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'
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/Gerri ts util izes 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 meet with 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:
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-2
(a)
(b)
Approval of shop drawings and submittals.
Approval of inspection and test reports of
materials and equipment to be utilized.
(c) completion of previous
preliminary work.
(d) Availability of materials and equipment
required.
operations
of
(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 will meet with the Morrison-
Rnudsen/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 drawings.
02/11/91
CONTRACTOR QUALITY CONTROL PLAN
00980-3
Note:
Note:
(g) Adequacy of
precautions.
safety
environmental
or
Morrison-KnUdsen/Gerrits will record the minutes to
this inspection meeting and distribute accordingly
(see attachment).
.3
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 b(
generated by the applicable Trade Contractor an~
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 CO!JTROL 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).
OPERATION AND CHECK OUT TESTING
1.3.2
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/Gerrits' Superintendent at least fifteen
(15) days in advance of the inspection. Prior to
requesting a final inspection, all tests for the
equipment and 3ystems 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 summary 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'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
rrade 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 countera f fect payr..ents. 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,
manufacturer's 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
SBCTION 00990
ScHBDULB O~ DRAWINGS
Bid Packa9- NO.3, site Blectrical , Temporary Power
Bid Packa9- Ho. 5, site Gra4in9 , Caissons
Bid packa9- Ho. 7, Concrete ~ouDdatioDs
Bid Packa9- Ho. 9, site Plumbin9
DRAWING NO. DRAWING TITLB LATBST REVISION DATB
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 . 0.4 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, '05/17/9l
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 0
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
~ ... - - .. ~ ~..o _ _~. .... , .. .... _. .
8.~IOM 01027
APPLICATIOH WOR PAYMENT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Procedures for preparation and submittal 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 progress payments. It is to be
billed from the Contractor's approved schedule of values
and approved changes only. The Contractor must fill in
percentages of work completed on each line item 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's 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
A. When the Construction Manager and/or Architect requires
SUbstantiating information, submit data justifying dollar
amounts in question.
B. 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.
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 ini tiate 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
'.. .. ...... .. _ ........... A" ~....M............. ~b,. 4....__....... ....~..a,,_..._...~.~.. ~ ..... .-'.
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%) .
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.
7. Justification for change in the Contract Time.
C. Support each claim for additional costs, and for the work
done on a time-and-material/force account basis, with
04/30/91
CHANGE ORDER PROCEDURES
01028 - 3
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 ""as 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 d~tails 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
1-
2 .
content of the Change Orders will be based on either:
The definition of the scope of the required changes.
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 rp.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 underoa Change Order, enter
pertinent changes in Record Documents.
04/30/91
CHANGE ORDER PROCEDURES
01028 - 5
PART 2 - PRODUCTS
NOT USED
PART 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 affected by deci~ions made at the
meeting.
c. Furnish' three copies of mi nutes to the
Architect.
B.
Representatives of the Contractors,
suppl iers attending meetings shalJ
authorized to act on behalf of
represents.
subcontractors and
be qualified and
the entity each
C. The Architect and the OWQer's Representati~e may attend
meetings to ascertain that the Work 1S expedited
consistent with the Contract Documents and construction
schedules.
1..3 PRE-CONSTRUCTION MEETING
A. Schedule just prior to Notice to Proceed.
B. Location: A central Site designated by the Construction
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.
5. 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.
5. 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
8BCTIOB 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 technic~l 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
resubm1ttal; 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 08710-2a; 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 A/E (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. 00 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" x 4" review stamps of the Construction Manager,
the Architect and the Contractor.
G.
Each
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
sepia print shall carry the following information:
ProjeQt name and HLM Project number.
Date.
Names of:
a. The Architect
b. The Construction Manager
c. The Contractor
d. Suppl ier
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.
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 supplement standard
information.
C. Product data sheets that are submitted with extraneous
information not deieted 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 designated 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 stamp 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.
B.
C.
D.
1. .10
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.
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.
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.
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.
THE ARCHITECT'S RESPONSIBILITIES
A.
The Architect will review submittals with reasonable
promptness, checking only for conformance with the design
OS/20/91
01301 - 5
SUBMITTALS
B.
C.
1. .1l
A.
compliance of the Project at\d 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
Submit one sepia print of shop drawings or one copy of
product data for distribution by the Contractor plus five
copies.
B.
Submit 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.
Accompany submittals with transmittal form in duplicate,
containing:
1. Date.
2. Project name and HLM Project number.
3. Names of:
a. 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.
C.
OS/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
8BCTIOII 01310
PROGRESS SCHBDULES
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Progress schedules
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 const.ruction.
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 dates reviewed submittals will be required
from the Architect. Reference section 01301
Submittals.
I. Indicate del i very 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 in 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) ~ays 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.
OB. 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 G70; 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. Mobilization.
2. Bonds, Insurance and Permits.
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 multiplied 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 nanner.
*************-
END OF SECTION 1370
04/30/91
SCHEDULE OF VALVES
01370 - 2
.r.._.... .._..___. ."........ -
~--
-.
-
SBC'!'ION 01385
DAILY CONSTRUCTION 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,. II This
holds true even if you did not complete filling out
the Report until Friday, 4/19/91.
4. Contract designation.
5. 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
representative 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: OOam 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
CONTRACTOR'S DAILY REPORT
~(OJECf: DATE:
CONTRACfOR:
MAJOR SHIPMENTS RECEIVED TODAY MAJOR EQUIPMENT USED
NUMBER OF CRAFTS PERSONNEL LIST SUBCONTRACfORS ON SITE
T
0
T
A
- L
DEFICIENCIES NOTED/CORRECfED:
SAFETY VIOLATIONS NOTED/CORRECfED:
FULL DESCRIPTION OF WORK PERFORMED; INCLUDE A.,~y PROBLEMS:
ATTACH 2ND SHEET IF NEEDED
-..- -- . ___ - _u .--- - - -- --. .-- .----
CONTRACfOR'S DAILY REPORT SHEET OF
-
PROJECf: WORK DAY:
CONTRAcr NO.: DATE:
DESCRIPTION OF WORK PERFORMED - Ust activities started, activities completed, delays, reasons
for delays, and reasons for possible future delays.
j
~
--
_I
-
I
2ND SHEEt
- "'-lJ. .~,.
SBCTION 01395
DOCUMENT CLARIFICATION REQUBSTS (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 DCR 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 substitute for good
communication.
B. DCR 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 DCR, and will be assigned
by the Construction Manager.
2. - Fill in 'Project', 'Client', '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 I 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 DCR has been answered by either the
Construction Manager, or Architect/Engineer,
distribution will be made to appl icable contractors.
*************
END OF SECTION 1395
04/30/91
DOCUMENT CLARIFICATION REQUESTS
01395 - 1
I~~ DOCUMENT CLARIFICATION REQUEST
No.
Contract No.:
Logged: _ By:_
10:
PROJECT:
CUENT: 1J'TN:
Subject. Repty Req'd. By:
Owg.JSpec. No.: OetaillSec. No.:
Problem:
-
I
Problem By: I Date: 1 Reviewed By: I Date:
Solution:
.
SOll;~lon By: I Date: I Reviewed By I Date:
'.~-K Ac:;cr, L0-:: -:':": By:
. - - - - ---... - _. - --...------. ...--.--.
SBCTION 01410
TESTING LABORATORY SBRVICBS
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 OATA
section 00750 - GENERAL CONDITIONS
Section 01700 - CONTRACT CLOSEOUT
Individual Specification sections: inspections and
tests required, and standards for testing.
1. . 2 REFERENCES
A.
ASTM D-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 ANO 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 D-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.
o. Testing Equipment: calibrated at reasonable intervals
with devices of an accuracy traceable to either National
Bureau of Standards (HBS) 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.
o. 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
A/E and Construction Manager.
1..7 TESTING LABORATORY REPORTS
A. After each inspection and test, promptly submit two
copies of testing laboratory report to the Construction
Manager, for forwarding to the A/E 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 Construct ion 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.
O. The testing laboratory has no authority to stop the Work.
1..9 THE CONTRACTOR RESPONSIBILITIES
A.
B.
C.
1..10
O.
Oeliver 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 facilitie~.
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.
E.
Employ services of a separate qualified testing
laboratory and pay for additional samples and tests which
are beyond the specified requirements.
RETEST RESPONSIBILITY
A.
Where the r~sul ts of requ i red inspect ions, tests, or
similar services prove unsatisfactory and do not indicate
OS/20/91
TESTING LABORATORY SERVICES
01410 - 3
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.
PART 2 - PROOUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01410
OS/20/91
TESTING LABORATORY SERVICES
01410 - 4
....-. . --- ............. .
SBCTIO. 01510
TEMPORARY UTILITIBS
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 appl icable 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 Noctheast 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 Oetail "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 constructio~
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.
Power Contractor shall furnish,
maintain all equipment and wiring
distribute the power, up to and
power services.
The Temporary
install, and
required to
including the
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
-.......-. ~ ......
..--......_-.,.......-...----~....-......_.~---- ....-~.- ..--..-......".-.......
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 emergenc~.
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 ~dditional 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
01510 - 4
TEMPORARY UTILITIES
. . . ~ .. -,-.... ..'......... ........ .... ~. - ._.~ ~...,. ~ - ~. ..-.. . - ..
-...... .--....---... - ... ......-..-----.
&....... A -..
2.7
A.
B.
C.
D.
2.8
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.
TEMPORARY WATER
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.
E.
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.
The Owner will service, clean and maintain facilities and
enclosures.
B.
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 pro~ection equipment, materials,
supplies and service within the buildings throughout the
construction period in accordance with the requirements of all
appl icable 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.
........_.-.. -..-......, . ....._...
.. -.--- ..-"......... ... --......_~.- ..,- ........-.
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
\
TEMPORARY UTILITIES
01510 - 7
OS/22/91
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TVDical 120/240 Volt Meter
Detail "A"
I-
Transformer Pole By Others
r
11'~4
100 W H.P.S. ABCA Light
w/ P.E. Control 20' +/- M.H.
(2 per pole)
, 4--
i
3.3/0 in 2" Rigid
:1
'1
J _____
~ - City Electric Meter
11-=_________________ 100 Amp Main Breaker, or
- 100 Amp Oistribution Panel
,~ Main Beaker (Note 1)
------ 8' Oriven Ground
per N.E.C.
with
Note 1 - Mount main and
panel on 3/4 CDX plywood
and mount plywood to pole.
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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4" Sq Box & Industrial
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:-
4' x 4' 1/2" Plywood Back
Board Typical
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50 Amp Tripex Feeder Typical
ote: Construction E.C. to provide, install and maintain area stringer lightins
from existing temporary elect. See 2..3 of 01510 Temp. utilities Spec.
. _... .._........ ..1".". ~ ....... . ._....._....--... .. _ .-... _'..-.-_..... ~~.. -.... . . Me ..-.....-....-
Detail "C"
Size all conduit, conductors, grounds, etc. to NEC Standards, install per Art
305.
Provide 8' x 6' x 7' high wood shed m1n1mum with 1 4' fluorescent,
locking access door, wea~herproof , ventilated fan.
~t<, 'A"
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Panel "A" - 3 phase 4 wire 480/277 volt Nema 1 surf mt Panel Board
branch ckt, 600 amp main ckt breaker' 1-300 amp branch cb 3-phase.
Transformer - Sq 0 #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 MCB
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 Boar
with 20 2 pole 50 amp ckt breakers 120/208 3-phase.
Note: All "materials become the property of the Owner at completion of th
project.
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SBCTION 01520
CONSTROCTIONAIDS
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 AIOS
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 requi;red by the progress of
construction, by storage or work requi~ements, 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 obligations 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,
suppl ies, 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
SBCTION 01550
ACCBSS 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 t6 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
SBCTION 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 metho,ds to minimize raising dust from
construction operations.
B. Provide positive means to prevent airborne dust from
dispersing into atmosphere.
1..4 EROSION ANO SEDIMENT CONTROL
A. Plan and execute construction by methods to control
surface drainage from cuts and fills, from borrow and
waste disposal.areas. Prev~nt 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.
***************
ENO OF SECTION 01560
OS/20/91
TEMPORARY CONTROLS
01560 - 2
SBCTION 01590
FIELD OFFICBS 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 constructi~n 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 I 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
8BC'l'ION 01595
COMSTRUCTION CLEANIMO
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 lllethods recommended
by manufacturer of the surf~ce .material to be cl~aned.
C. Use cleaning materials only on surfaces recommended by
cleaning material manufacturer.
D. Sweet::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. Oispose 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.
************
ENO OF SECTION 01595
04/09/91
CONSTRUCTION CLEANING
01595 - 2
SECTIO)f 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 HANOLING
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 ANO EQUIPMENT
01600 - 1
C. Promptly inspect shipments to assure that products comply
with requirements, quantities are correct, and products
are undamaged.
o. 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
MATERIAL AND EQUIPMENT
. 01600 - 2
04/09/91
SBCTION 01'30
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 descrip~ion.
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 repl3cement 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. 00 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'$ 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. Compl~te 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
." ...-..,-.... "-'. ..~...._" ...~.__....",.......~.~..."._..__. .,4_...._.........__.......~_................._...._..._ _ _ ._" p_
04/09/91
01630 - 3
POST-BIO SUBSTITUTIONS
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 0
the specified item for the above project:
DRAWING NO.
DRAWING NAME
SPEC. SEC.
SPEC. NAME
PARAGRAPH
SPECIFIEO ITEM
Proposed Substitution:
Attach complete information on changes to Drawings and/or Specification
which proposed substitution will require for its proper installation.
Submit with request necessary samples and substantiating data to prov
equal quality and performance to that which is specified. Clearly mar
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality ar.
of equal performance and assumes liability for equal performance, equa
design and compatibility with adjacent materials.
Submitted By:
Signature
Title
Firm
Address
Oate
Telephone
Signature shall be by person having authority to legally bind his firm t<
the above terms. Failure to provide legally binding signature will resul1
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
_Insufficient data received ____Approved as noted
By By
Date Date
rill 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. Oesignation of maintenance services and sources:
(Attach additional sheets if required.)
****************
ENO OF DOCUMENT 01630
. . .. ~ ~-. .....- ..'.... ."---
SECTIOII 01650
STARTING OF SYSTEKB
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 speci~ied
elec~ric~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 - PROOUCTS
Not Used
fART 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 prel iminary schedul e 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 within 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~t has been inspected alld put into
operation: testing, adj ustin9, 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. Oemonstrate start-up, operation, control, adj ustment,
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.
**************
ENO OF SECTION 01670
04/30/91
SYSTEMS DH~ONSTRATIONS
01670 - 2
SECTIOII 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 OATA
4. SECTION 01740 - WARRANTIES AND BONOS
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. _Finsl Completion
3. "Final payment
1..3 SUBSTANTIAL COMPLETION
A. Submit 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
- . - "'Oo....., . -
4) Kltchen 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.
o. When the Work is considered substantially complete, the
following will occur:
1. The Construction Manager will prepare a certificate
of Substantial Completion on AlA 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 Oocuments have been reviewed.
2. Work has been inspected for compl iance with the
Contract Documents.
3. Work has been completed in accordance with the
Contract Documents.
4 . Equ ipment and systems have been tested in the
presence of the Owner I s representative and are
operational.
04/09/91
CONTRACT CLOSEOUT
01700 - 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. Oeductions for uncorrected Work
e. Penalties and bonuses
f. Deductions for liquidated damages
g. Oeductions for reinspection 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
SECTION 01710
FINAL CLEANING
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 - PROOUCTS
2..1 MATERIALS
A. Use only those cleaning materials_ which will not create
hazards to health or propert~ ~iJ.Pftich will not damage
surfaces. -~. - .-:
B. Use only these 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.
o. 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 filters 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
SECTION 01720
PROJECT RECORD 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 proj ect Record Documents for construction
purposes.
o. 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 docunent "Project Record".
B. Keep record documents current.
OS/20/91
PROJECT RECORD DOCUMENTS
01720 - 1
C. 00 not permanently conceal any work ur,til required
information has been recorded.
D. Contract Orawings:
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 Orawings.
2. Legibly mark to record actual construction:
a. Oimensions 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 RECORO DOCUMENTS
01720 - 3
SECTION 01730
OPERATION AND MAINTENANCB 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 Ol301 - 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 ANO 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 par~ies; schedule of products
and systems, indexed to content of the vdlume.
B. For each product or system: list names, addresses and
telephone numbers of subcontractors and suppliers,
incl uding local source of suppl ies and replacement parts.
C. Product data: mark each. sheet to clearly identify
specific products and component parts, and data
applica:ble to installation. Oelete inapplicable
information.
D. Orawings: 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 ANO 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.
Addi tional 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
1 ist of
prices,
or ig inal manufacturer I s spare parts,
and recommended quantities to be
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 3
maintained in st~rage.
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 shee~ 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 SUBMITTALS
A. Submit two copies of preliminary draft or proposed
formats and outlines 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
**************
ENO OF SECTION 01730
OS/20/91
01730 - 5
OPERATION AND MAINTENANCE DATA
1"-'1'"'-~[~SDf{~~'~l1'i~'~~~~~{[1-_..
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...1 LNt
NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
PROJECT NUMBER 90007.00
MAY 17, 1991
Hansen Lind Meyer Inc.
Suite 400
455 South Orange
Orlando, Florida 32801
305422.7061
~141: ~ .~~.~,,;,,~\-.....u ~:Wf:'t~,,"'"l~'h~~ ~; "',
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
rl LNt
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 EXP~OSIVES
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
shall be boxed, fenced or otherwi se protected before any work is
started; remove protect i on when directed. Do not permi t 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, 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.
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 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 pri or to diggi ng for 1 ocat i on of underground ut 11 i ty 1 i nes.
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 pondi ng and pockets of surface drainage. Provi de 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 placing fill material over undisturbed subsoil, scarify
surface to depth of 6 inches.
C. Backfill and Compaction
1. All open or landscaped areas shall be placed in 8" lifts
compacted to 90% 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 OUST 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. ,
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
BIO GROUP ONE
02211-2
-- .,,~,. ... -:----. .
SECTION 02215
FINISH GRADING
PART 1 - GENERAL
1.1 WORK OF THIS SECTION
A. Finish grading within limits shown, including adjacent transition
areas to new elevations, levels and contours indicated. Provide
uniform levels and slopes between new and existing grades.
1. 2 SUBMITTALS
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 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.
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 estab1 ish new grades
required by the Grading Plan and such additional areas as are
disturbed by construction storage, vehicle use and other construction
operat ions i nc1 udi ng uti 1 i ty trenchi ng, 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. Sol1 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 fill or against waterproofing
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 1 aboratory appoi nted and paid for per requi rements
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, compactabi1ity 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"
3/411
5/811
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; 1/411 to 1/211.
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-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 90007.00-4
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. Proofro11 all building slab and paved areas with a large vibratory
roller (Dynapac CA-25 or equivalent).
E. Proofro11ing 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 proofro11ing should be
undercut and replaced with compacted granular or on-site soil fill.
The testing 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'sha11 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. I 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 limits to. int1ude 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 dtsturb 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 s i 1 t and peat 1 ayer found about 4 to 5 feet below
existing grades. The unsuitable silt and peat material shall be
removed and backfi11ed'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 6ft
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 mater1als.
********************
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 t'he 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 materials of this Section before,
duri ng and after i nsta 11 at i on and to - protect i nsta 11 ed work and
materials of other trades. _ I
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, fi e 1 d observations, avail ab 1 e pub 1 i c 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 pub 1 i c and pri vate ut 11 i ty compan i es 48 'hours pri or
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, ~s 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. Subm;t 30 pound samples of each granular material to be used as
backfill and pipe bedding to the Testing Laboratory for analysis and
approval prior to installation.
B. Test reports: Submit test reports on select fill and backfill
, materi a 15 to show compactabil i ty in conformance wi th th is Section
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: 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 % 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 1 arger than 2" in
size and building debris and compactab1e according to testing
laboratory. Limerock 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 f1uming 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: -
I. 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. Permi ssion 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 tunne 1 shall be wi th i n 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 materi a1 s encountered which are not suitab1 e. 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
f'-
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 bracing
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. Construct 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
rise 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-
fi 11 i ng trenches or around structures, or sui tabl e materi a 1 s
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 fo 11 owi ng i tems shall const i tute site improvements, the
damage, repair or replacement of which shall be the responsi-
bi 1 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
housewalks 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 wi 11 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 wh i ch 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. If the pavement removed has an asphaltic bituminous 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. Lubri cants, pri mers, and adhes i ves sha 11 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 Jines.
B. Each pipe shall be inspected for defects prior to being lowered into
the trench. ~ipes 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 pf 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
1 arger .
E. Excavation for mains shall be of sufficient depth generally to provide
a 3' _0" cover unless noted on the Drawi ngs. Where pi pe 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 BACKFI LL
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 backfill ed immedi ate1y 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
fi 11 i ng purposes. In backfill 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 point 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 placed, then carefully and uniformly 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
compaction equipment shall be used within 1'-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 compactab1e 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
shall be deposited in horizontal layers and each layer shall be
thoroughly 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 propose~ 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
. . ,.,. . -.,... ~_' t "-:""; .....
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 addi t 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 drilled caisson if drilled 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 wi th uni t pri ces for greater or 1 esser quanti ties of
materials.
a. Normal excavation is defined as materials encountered between top
of competant 1 i merock and top of dri 11 ed ca i ssons exc 1 ud i ng
obstructions.
b. Limerock excavation is defined as material encountered between
founding level and top of competant 1 imerock elevation. All
soil-filled cavities, limerock fragments and voids included in
the 1 imerock 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 limetock 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 vo 1 ume wi 11 be the ca i sson
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 limerock 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 registered Surveyor acceptable to the
Construction Manager, to perform surveys,layouts, and measurements
for drilled caisson work. The Surveyor shall conduct the layout work
for each drilled caisson to the lines and levels required 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.
-f
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 w;11 be revised as directed by the Arch i tect. I f 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 limerockt 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 ine of drilled caisson to be on centerl ine of bearing
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 driven rotary foundation drill ing rig.
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
20tOOO 1bs. by a combination of Kelly Bar Weight and Crowd
System.
b. Apply a minimum 50,000 foot PQunds of torque to the Kelly bar.
'G. Obstructions:
1. If rock, boulders or other unforeseen obstructions are encountered
which cannot be removed by standard drilled cai"sson 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 construct ion industry. The Testing Agency wi 11
observe obstruction excavat i on and determi ne 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
cyl inder 1 iners or casings. Use 1 iners or casings to 1 ine holes,
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 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 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.. 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 tremi e pi pe, has not accumul ated 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 of gov~rning 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 pa~e1s 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. Premi x dri 111 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, leveling 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 wi thout interrupt i on and in a smooth flow
without segregating the mixed materi~ls.
D. P1 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 monolithica11y. 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. P1 ace concrete immediately 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:
,I. 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 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. 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 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 90007.00-4
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
~cceptable 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 ~he 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 limerock. 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
observat ions such as droppi ng of rods. C1 ean the 1 i merock 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
Testing and inspection of asphalt pavement mix(es) and testing of
placed stabilizing, base course and asphalt pavement will be performed
by an independent test i ng 1 aboratory appoi nted and pa i d for in
accordance with Division One. Testing and inspection will be performed
so as to minimize disruption to Work.
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.
When and if required, the testing laboratory will perform laboratory
tests on proposed asphalt pavement mix(es) ~o determine conformity
with requirements.
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.
When base course or portion thereof has been placed and compacted in
accordance wi th requ i rements, not i fy the te~t i ng 1 abora tory to perform
density tests. Do not place asphalt pavement until results have been
verified and base course installation approved.
If compaction tests indicate that base course or asphalt paving do not
meet specified requirements, remove defective work, replace and retest
at Contractor expense.
When requested by Arch i teet, take core samples of asphalt or base
course to verify thickness and material compliance.
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. As~halt Mix Design
A.
B.
C.
-
D.
E.
F.
G.
H.
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
HLM 90007.00-3
02510-1
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 pub1 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 pub1 ic 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
utll ity 1 ines 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
agenci es and Architect prior to di sruption 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, - unt i1 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 Drawi ngs for pi pe 1 ayi ng schedul e, 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-l11.
Flanges shall conform to ANSI A21.15/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).
Pi pe shall be marked wi th manufacturer's i dent i fi cat ion,
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/A21.10, A21.11, BI6.1. 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 A21.11. Bolts shall
be high-strength, low-alloy steel.
4. Gaskets shall be of vulcanized crude rubber or p~lyviny1 chloride
and shall have plain tips.
C. Valves and Boxes: Valves shall conform with current specifications of
the AWWA, C-509 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 re1 ief ,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" val ve and box wi 11 be
omitted.
3. Supply necessary b1 ocki ng. Blow-off assemb1 i es 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 split cast iron units and rated for 150
pounds per square inch worki ng pressure. Stee 1 uni ts wi 11 not be
acceptab 1 e. Determi ne the outs ide diameter of the exi st i ng main
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 incorporating 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. Duct1.1e 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
deflection, 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. Valve boxes shall consist of cast iron base to fit over bonnet of
valve; adjustable cast iron jacket, 5" in diameter and cast iron
cover. Adjust CQver to average stree~ 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
least 1'-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 supervision 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 b10w-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 1 ess than the number of gallons per hour as determi ned by the
formula:
L ·
~.o_tl
133,200
in which,
L. Allowable leakage, in gallons-per hour
S. Total length of pipe in feet in the section of main ~eing 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 i1 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 wells shall be installed in accordance with local fire
department regulations. The wells shall consist of 16" steel
pipe, open hole drilled t~ 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 Construction Manager of the depth drilled during
each previous day's drilling and of his expected progress to
comp 1 et ion. The Construct i on 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 lli ngs, debris, and unused materi a 1 s, 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 i t pri ce is to be th~ same for overrun and underrun wi th i n
first 20% of indicated length and is to include drilling, casing,
te~ting, 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 drill er sati sfactory 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. ,
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. Plumbness and Alignment:
1. All holes, casings, and liners shall be constructed round, plumb
and true to line. To demonstrate comp1 iance, make tests for
plumbness and alignment after the complete construction of the
well and before its acceptance.
2. Plumbness 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 plumb 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
p1umbness and alignment of the well shall be corrected. Failure
to correct such faulty alignment or p1umbness 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 Archi~ect, 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~elated
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 point where its
discharge will not create a nuisance, and assure that the water
is disposed of in a manner that prevents any possibil ity 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. Collect 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-IOO,
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
NIA
PART 3 - EXECUTION
N/~
********************
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 1 ights 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
applicabl e.
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 furnished in a class and wall thickness 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
ang~lar 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. Vari ous sewer 1 i nes shall be connected to exist i ng 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 correct i ng 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 requi red.
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 i
A. Provide shop drawings and certifications 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 this Section 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 publ ic muniCipal ities and utll 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 util ity 1 ines 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 inunediately. Repair said damaged lines inunediately 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 conunon 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. Conunon 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 appl ied 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 no. All interior joints 'shall be pointed with mortar and
all visible leaks must be stopped.
E. Cast-in-Place Concrete Structures:
1. 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.
2. Reinforcement:
a. Reinforcing Steel: 60 ksi yield strength; deformed billet
steel bars; ASTM A615; plain finish; #5 size.
b. Welded Steel Wire Fabric: Plain type; ASTM A185; 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
relax cold weather placement requirements. Do not use
calcium chloride.
2.2 CASTINGS:
A. Gray iron castings for manhole frames, covers, grates, and other items
sha 11 conform to the ASTM A-48, Cl ass 30. Cast i ngs shall be 1 oca 1
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
manhole covers, whichever is applicable. 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. Manho 1 es, inlets and catch bas i ns shall be constructed of bri ck,
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 1 ine, from structure to
undisturbed ground at trench sides. See detail sheets andlor
specifications for requirements governing flexible, watertight seals.
D. Backf1l1 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
Deoth 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
(Variabl e)
(Variabl e)
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 SUBMITTALS:
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
cert i fi cat i on from the Contractor. No materi a ls 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 materi a 1 sand backfi 11 materi a 1 s 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. Ghe 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
operations. Repair if damaged at no cost to the Owner. If util 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 inunediately. 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 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 D3034 for sewer service 4 inch
and larger.
2. Installed in Class I or Class II embedment material in accordance
with ASTM D2321.
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 l 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 Dl248 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. Pipe Adapter:
1. Donut pipe adapter: manufactured from virgin polyvinyl ch10ride
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 i t ion, never in a vert i ca 1 pos i t ion. Pl 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. Various sewer lines shall be connected to existing 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 waterma ins, the san i tary sewer 1 i ne 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 1 ayi ng of the roadway base. A fi na 1 inspect ion w1l1 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
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.
J. Chemical or cement grouting will not be considered an acceptable
method of repairing leaking pipe, joints, or structural fallures,
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. Final acceptance will not be considered
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. Comp.ly 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 ~hemical 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 s,hall 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 replaced 1 awn materi a 1 for a peri od 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 "Floratam"; 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.
Obtain from naturally well-drained areas; without add mixture of
subso il and free from Johnson grass (Sorghum Hal epense) , 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. I .
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. Li mestone: raw, ground agri cu ltura 1 1 i mestone contain i ng not
less than 90% calcium 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. Fertil izer:
1. Apply fertilizer to all lawn areas at the rate recommended by
manufacturer, thoroughly incorporating it into the upper 2" of
soi 1 .
2. Fertilizer operations will not be permitted when it is raining,
or when wind velocities exceed 5 mph.
B. Sodding:
1. Correct all soft spots and i nequ it i es in the fi n ish grade and
roll with a 500 pound hand roller before sodding.
2. Compacted s i 1 i ca sand shall be uni forml y 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, elimina~ing 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 i~ 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. If weeds, crab grass or fire ants develop prior to acceptance of lawn,
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
BID 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 edi t i on 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 fo 11 owi ng val ue will be deducted from mon i es 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, address and telephone number of the Owner, Landscape
Arch i tect, Arch i tect and Eng i neer . .'
B. Provide written maintenance instructions for the care and maintenance
of the transplanted materials.
C. Provi de a wri tten 11 st of the methods and equi pment to be used to
complete the project.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. De 1 i ver fert 11 i zer materials in ori gi na 1, 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 drying 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 daily.
E. No plant shall be bound with rope or wire in a manner that could
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. Planti.ng soil shall consist of a mixture by volume of 50% Florida peat
and 50% coarse sand salt free and without weeds. Submit soil
certification five working days prior to commencing work.
D. Fertll 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 this work shall be furnished by Contractor and
shall be suitable for irrigation and be free from ingredients
harmfu 1 to plant 1 i fe. Hose and other wateri ng equ i pment
required for work shall be furnished by Contractor.
F. Mulch:
1. Mulc~ 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,
unfi nished 1 umber capabl e of wi thstandi ng 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.' Locations for relocated .trees shall be staked out in the field 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
shall be sprayed with anti-desiccant prior to planting
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 outlinellwith 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
submit proposal for correction including cost of correction.
Obtain review of method or correction before continuing effected
portion 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.hole 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 imbs which are not removed shall be tied lip to avoid
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
limbs.
3. Lower the pressure plates to fi rml y hold the tree- in a fi xed
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 vert i ca 1
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 plant i ng soi 1
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
burlapped trees shall have burlap cut away or foled 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. Ma i nta in plants in storage areas by braci ng 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-burlap 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. Ma i nta in plant i ngs unt il comp 1 et i on and acceptance of the ent ire
project.
B. Planting maintenance shall include necessary watering, cultivation,
weeding, pruning, 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 with a written and detailed description 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~'
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 SUBMITTALS
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 Special Inspector under Florida law, 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 informat i on pertinent to each
column and wall location and plumbness, 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: Dougles 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 I 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
adheslve 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 Archite~t.
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 stabll ity 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 ~tripping.
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 with 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 fi tted so joi nts 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
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.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
. BID GROUP ONE
03100-4
.. . ~ -. .. -. ". _.-r,- -.
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
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 vertical supports have been designed and arranged to permit
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 capable of producing finished concrete surfaces as.
outlined below.
2. Forms for F-I and F-2 finish are required as scheduled below on formed
concrete surfaces unless indicated otherwise.
B. Forms for Type F-I, 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 materi a 1 with ra ;sed 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. ANSI/ASTM A-185 - Steel Welded Wire Fabric, Plain, for CQncrete
. Reinforcement.
D. American National Standards Institute, American Welding Society .(ANSI/AWS)
1. ANSIIAWS DI.4 - Structural Welding Code for Reinforcing Steel.
2. ANSIIAWS D12.1 - 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. CRS I 65 Recommended Pract ice For Pl ac i ng 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
CONCRETE REINFORCEMENT
B. Welded Wire Fabric: ASTM A185.
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 pl ates 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 DI.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.
********************
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-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 J02 - 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 D-994 - Preformed Expansion Joint Filler for Concrete
(Bituminous Type).
2. ANSIIASTM D-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
3. ANSIIASTM D-1751 - Preformed Expansion Joint Fillers for Concrete
Paving and Structural Construction (Nonextruding and Resilient
Bituminous Types).
4. ANSIIASTM D-17S2 - 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.
S. ASTM C-6IS - 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 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 qua 11 fy average strength, submi t 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 quant i ty of mi x materi a 1 s
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 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. Submi t curi ng compound product data and veri fi 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 90007.00-3
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 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.
1. Provide at least one copy of ACI SP-15 available in fiela 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, plumbness, 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 fer 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. "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~hemical 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. Plastocrete 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-RXI01.
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 90007.00-3
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, 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% 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 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. Durabil i ty:
1. Air-entrained with 5% to 7~ entrained and entrapped air.
F. Admixtures:
1. Provi de water reduc i ng or water reduc i ng and retard i ng admi xture
specified in design mix for concrete.
2. Hot weather conditions: When ambient temperature exceeds 90 degrees
F. andlor 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 ratio,
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 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".
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.
a. Discharge concrete after introduction of mixing water to cement
and aggregate or introduction of cement to aggregate within 75
minutes when air temperature is between 80 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. Discharge concrete within 60 minutes 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 rel ieve 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 repr~sentatives of Contractor's quality control staff,
facil ities 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 wi th the work unt il unsat i sfactory condi t ions 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 compress i 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-S
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-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 resul ts
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 excl usively 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. Place premixed patching mortar in accordance with directions 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 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.
1) Proprietary concrete patching 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,
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 1 ine 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
grave 1 and no added ch 1 ori de. App 1 i es and fi n i shes 1 i ke 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 28 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 "Supreme 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., "Five-Star Grout"
6. LAMBERT CORP., "Vibropruf #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
1-, IN'
DivisionS
.
SECTION 05lS0
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 DI.l -Structural Welding Code.
D. American Institute of Steel Construction (AISC)
1. AISC "Specifications 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 DI.I
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
05180-1
SECTION 05lS0
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 . We 1 ding:
1. Weld shop connections.
HLM 90007.00-3
THE NEW MONROE COUNTY DETENTION CENTER
BID GROUP ONE
05180-2
SECTION 05lS0 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. Dri 11 or punch holes requi red for attachment of work spec i fi 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 .Preparat ion:
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
051S0-3
Division 7
Thermal & Moisture Protection
1-, 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 application of waterproofing use only workmen who are
thoroughly trained and experienced in the skills required, who are
comp 1 ete 1 y familiar wi th 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 SUBMITTALS
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 specifications, installatioD
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, Gacoflex 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
1 a i ttance, curi ng membranes and protrus ions and surface 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 40.F. 'or higher.
2. Apply waterproofing following manufacturer's printed recommen-
dation.
3. Cover waterproofing with 1/S" 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, 8 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. Install vapor retarder 1 apped and taped, as recommended by the
manufacturer of the vapor retarder to provide a monolithic
installation.
B. Extend coverage to extremtties 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~~'
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 satisfqction 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. Natipnal 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 with 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
servi ces are to be abandoned, termi nate them in conformance with
requirements of the utility or municipality having jurisdiction.
1.7 IDENTIFICATION
A. Provide identification for wiring systems and equipment.
1.8 SUBMITTALS
A. Submi t Shop Drawi ngs and product data in accordance wi th Sect ion
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 wall s, 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 foot i ng, make the cross i ng by the small est poss i b 1 e 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 b~ckfill about the structure, when practicable, as the work
construct i on progresses. Backf1l1 .on or against concrete work only
when directed. Backfill duct 1 ines as rapidly as the testing and
acceptance of the fi ni shed sections of the work wi 11 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 Metallic Conduit (RMC): Hot dipped galvanized steel conforming
to ASA CSO.l, FS WW-C5Sle and UL-6.
B. Rigid Non-Metallic Conduit: Type 40 or SO 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
following:
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 SO PVC: only where indicated.
a. In floor slabs.
b. Below grade with rigid 90..
B. Route conduit in 1 ines 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
CONDUIT 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,SOO 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 ine
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 277/480 volt, 3 phase, 4 wire,
with ground.
E. Service for certain lighting, receptacles, fractional horsepower
motors and small equipment loads shall be 120/20S 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
ADDBNDUM NO.1
NEW MONROB COUNTY DBTBNTION FACILITY
Bid Package NO.3, sit. Blectrical , Temporary Power
Bid Package NO.5, sit. Grading' Caissons
Bid Packag. NO.7, Concrete Foundations
Bid Package No. " site Plumbing
June 3, 1"1
Modification No.1:
Incorporate the attached Pre-Bid Meeting Agenda and Minutes, from
the May 28, 1991 Pre-Bid Meeting, into the bidding documents.
Modification No.2:
Add to Section 00001 Tc-ble of Contents, the attached i tern 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
Bidders, 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:
.. The Owner reserves the right to return all Bids, not make
any awards, and cancel the Project."
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 utilities, 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 .;
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 AGENDA
NEW DETENTION CENTER
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
Hay 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 $subcontract/total 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 concur~ently.
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 KIKUTBS
NEW DETENTION CENTER
Bid Package NO.3, site Electrical , Temporary Power
Bid Package NO.5, site Grading' caissons
sid Package NO.7, Concrete Foundations
sid Package NO.9, site Plumbing
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.
L 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 will 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 requiring 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 can 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
bidder.s to bank on being able to use these temporary
facilities.
8. We are making it clear that our intent is to eliminate
injuries. 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 3afety 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 ~uch 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 ~o 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 0.1 - 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 qr 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 furnish 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?
Yes, and prospective bidders should make sure they
can get bondin~ prior to submitting bid.
o Question: Bob Normand, Coastal Electric:
Answer:
What about permitting, considering current situation between
City and county?
Answer:
Contractors will b~ 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
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NEW DETEN110N FACILI'IY
MONROE COUNTY
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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NEW DETEN'I10N FACILITY
MONROE COUNTY
PRE-BID CONFERENCE
BID PACKAGE 3. Site Electrical" Temporal')' Electric:
BID PACKAGE 5 . 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 Site Preparation
section 0221,1 Rough Grading
section 02215 Finish Grading
Section 02222 Excavating, Backfilling and Compacting
for Structures
section 02226 Excavating, Backfilling and Compacting
for Utilities
Section 02385 Drilled Caissons
Section 02510 Asphaltic Concrete Paving
section 02644 Water Mains
Section 02674 Fire Wells
Section 02685 Gas Distribution System
Section 02720 Storm Sewerage
section 02721 Sewer Structures
section 02730 Sanitary Sewerage
section 02930 Lawns and Grasses
section 02955 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
SBCTIOII 00103
PROPOSAL PORK
Bid packaqe No. 3
sit. Blectrical , Temporary Power
BID TO : MONROB COUNTY - CLBRK 01' COURTS
500 WHITBHBAD STREBT
KEY nST, 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.3, site Blectrical , 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 regulation,s 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
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.
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
00103-3
PROPOSAL FORM
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 FORK
Bid Package Ho. 5
site Grading' Caissons
BID '1'0
.
.
MONROE 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 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
with the local sources of supply and that he ~nderstands 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
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 = 1385 If
12. Drilled Caissons thru competent limerock
unit Price basis, bid quantity = 4265 If
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.
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
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
/ton
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 / DEDUCT $
TOTAL BID, items 1 thru 18 (figures)
.. $
----------
----------
TOTAL BID, (words)
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 aid 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)
(Titl~)
witness:
(Seal)
06/01/91
PROPOSAL FORM
00105-4
SECTION 00107
PROPOSAL FORM
Bid Package No. 7
Concrete Foundations
BID TO
.
.
MONROE 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 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
wi th the local sources of supp.ly and that he understands the
conditions under which the Work is to be perfotrned. 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
00107-1
1- Mobilization $
2. General Conditions $
3. Pernd ts $
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 includedA)
Mailing Address:
Phone Number:
Date:
Signed:
(Name)
(Title)
Witness:
(Seal)
06/01/91
PROPOSAL FORM
00107-3
SECTION 00109
PROPOSAL PORK
Bid Packaqe No. 9
site Plumbinq
BID TO : MONROE COUNTY - CLERK 01' COURTS
500 WHITEHEAD STREET
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 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
SBCTION 00133
SCHEDULB O. UNIT PRICBS
Bid packaq. No. 3
site Blectrical , Temporary pover
The following :unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
DescriDtion
Unit
Unit Price
1.
4" Fiber Ducti material only,
not including tax.
$/lf
$
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.
Suitable borrow material
including delivery, spreading
and compacting.
$/cy
$
4.
$/cy
$
06/01/91
SCHEDULE OF UNIT PRICES
00133- 1
SECTION 00135
SCHEDULE OF UNIT PRICES
Bid Packaqe No. 5
Site Gradinq , Caissons
The following unit prices shall govern, where applicable, for
additions or deductions from the requirements of this contract.
4.
7.
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
caissons, incl. drilling,
casing, steel and concrete,
in overburden medium
$/lf
$
5.
suitable borrow material
incl. delivery, spreading
and compacting.
$
$/cy
6.
silt fence, furnished and
installed.
$
$/lf
Removal of unsuitable material,
and disposal off-site. Include
all permits and fees.
$/cy
$
Material onlY, not includinq tax, no delivery:
8. 19" x 30" elliptical RCP
$/lf
$/lf
$/lf
$
$
$
9. 14" x 23" elliptical RCP
10. 12" x 18" elliptical RCP
06/01/91
SCHEDULE OF UNIT PRICES
00135-1
DescriDtion IZnll Unit Price
11- 12" RCP CLASS III $/lf $
12. 12" RCP CLASS V $/lf $
13. 15" RCP $/lf $
14. 18" RCP CLASS III $/lf $
15. 24" RCP CLASS III $/lf $
16. 3" DIP $/lf $
17. 6" DIP $/lf $
18. 8" DIP $/lf $
19. 10" DIP $/lf $
20. 12" DIP $/lf $
21- 16" DIP $/lf $
06/01/91
SCHEDULE OF UNIT PRICES
00135-2
SECTION 00137
SCHEDULE OF UNIT PRICES
Bid Packaqe No. 7
Concrete Foundations
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.
Laborer, fully burdened, incl.
profit and overhead.
$/Hr.
$
2.
$ /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
SECTION 00139
SCHEDULE OP UNIT PRICES
Bid Packag. No. 9
sit. Plumbing
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.
Laborer, fully burdened, incl.
profit and overhead.
$ /Hr .
$
2.
$/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 including 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
SECTlO. 00303
SCOPE OJ' WOU
Bid Package No. 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 sect,ion 01510 - Temporary utilities,
furnish, and install temporary elecric power service for
construction needs. Coordinate with City Electric
Service, for installation of overhead, connections, etc.
Includes high voltage 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 - Temporary 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 proj ect.
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 1 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 is 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 Bv Others
.1 Supply and installation of primary feeder conductor.
06/01/91
SCOPE OF WORK
00303-3
SECTION 00305
SCOPE 01' .OU
Bid Paekaqe No. 5
site Gradinq , caissons
1.1 General Scope
Provide all labor, supervl.sl.on, 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
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 and
valve, on Junior College Road. Coordinate with
06/01/91
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, 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 01' WORK
Bid Package No. 7
Concrete Foundations
1.1 General Scope
Provide all labor, supervl.sl.on, 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 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 Gener~l 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
06/01/91
SCOPE OF WORK
00307-1
the W~rk.
.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
SCOPE OJ' WORK
Bid'Package No.9
site Plumbing
1.1 General Scope
Provide all labor, supervl.sl.On, 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 disturoed 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 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
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'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
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 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. 5 - 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 commencement date
established in the Notice to Proceed.
06/01/91
MILESTONE SCHEDULE
00350-1
h.
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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 fINAL GEOTECHNICAL
ENGINEERING EVALUATION
MONROE COUN1Y JAIL
KEY WEST, FLORIDA
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WestingtnJse Enviroomentll
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AJuITlOlltr SonI1QS Ronci 32i01
(407) 33'.5967
Fu 1407133'.0025
January 15, 1991
MORRISON. KNUDSEN/GERRITS
Correctional Facilities Division
5090 Junior College Road
Key West, Florida 33045
Attention:
Mr. Doug Fuller
Subject:
Report 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. Wt"stinghouse previously submitted a Preliminary Geotechnical report dated July
3. 1990 as well as a report of Phase I Environment~l 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 stonnwater management
facilities. The recommendations in this report are in general accordance with the
information requested by Hansen Lind Meyer (HLM) in their letter dated October 26. 1990.
This report presents results of our geotechnical engineering evaluation for this project.
Sm~tARY
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 from beneath pavements is
recommended. Additionally. it appears that stormwater recoverv could be achieved throul2h
natural infiltration into the underlying limestone.. -
11..1-88-069
Pare 2
SITE A.l\TD PROJECT DESCRIPTION
The subject site is located in Section 27, Township 67 South, Range 25 East, Monroe
County, Florida. The site is presently undeveloped and is vegetated with native bushes and
small pine trees. A pile of wood chips and scattered limestone rubble are also present on
the site. We understand that the site was formerly used as a city trash dump, but the
majority of the trash 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 a 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 structure
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 :l 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 EXPLORATIOS
For this study, tbe results of all relevant previously performed Standard Penetration Test
(SPT) borings were used. It appears that approximately 24 of the 41 previously performed
SPT borings are v.;thin the proposed site boundaries. The SPT borings were performed f
a depth of 25 feet below existing ground surface. We also excavated 8 test pits in Decembe.
of 1990 and performed field soil percolation tests for this project The percolation test
~)
.' .-.-.~._.:~.....',.-_.. -............ ......_-.-----_. -_._. --.--... -~
1141-88-069
Pace 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 on
Figure 1.
Standard Penetration Tests were performed continuously in the SPT borings to a depth of
10 feet and at 5.(oot depth intelVals thereafter. Each 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 the 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~r:RAL 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 o~casional root mat. The silt stratum was
typically about 1 foot thick except as encountered in boring 4.H where the silt stratl'ID was
approximat~ly 5 feet thick. AJI borings then encountered dense' to very dense limestone to
the 25 foot maximum depth 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 CPt) 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 with 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 y,ith
the tip at approximately 2.5 feet below ground surface \l.ith no slotted section. The test
results are summarized as follows:
~
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1141-88-069
pa&e 4
Test
Location
Test Depth (ft)
Casing
Diameter
Infiltration Rate
(inches per second)
TP-2
TP-2
5.0
2.5
2-
4-
2.0
0.02
The groundwater level was encountered to depths that ranged from about 1 to 5 feet 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, Atterbcrg 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 if'
our geotechnical laboratory in accordance with applieable ASTM procedures. The te.
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 witb
similar subsurface conditions and construction types. If the final building Ipeation, 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 \Ioill be
24 inches in diameter and, therefore, a minimum shaft diameter of 36 inches is
recommended.
A shaft length was determined based on the axial loads pro\ided by HLM and a unit skj-
iriction determined based on results of our geotechrucal study and our experience with otheI
similar 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:
(@J
. .... - ---~..... .-- ---.- ----:---.~-:----.
1141-88-069
Pace S
Column Loads
775 kips
550 Jdps
Shaft
length
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 sbould be
increased by approximately 5 to 10 feet to penetrate the overlying fiU materiaL depending
on the shaft location. Our analysis does not include capacity due to end bearing since the
bottom of shafts cannot be adequately inspected to evaluate the suitability of the underlying
material when using typical wet construction methods. Sediments and drill cuttings
commonly form 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 failure 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 on
loading conditions provided by HLM. The computer program COM624 was used in our
analysis. The soil parameters used in the program were based on results of our field
exploration. We have assur.1ed that scour of 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 sbaft with a 5,000 psi design
strength. However, steel added to the shaft will increase the modulus; therefore, our
calculated deflections should be conservative. OUT analysis also assumed a fixed head
condition for the shaft where the head is not allowed to rotate. These assumptions are
critical in evaluating deflection.s at the shaft head. If the head is allowed to rotate and
moments are experienced on the shaft. then greater deflections ",ill likely occur.
Westinghouse should be notified if these assumptions are not valid for this project.
Shaft head deflections on the order of ~ to 112 inch were calculated. These values are actual
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.
{G}
'~'-rr._.""" --=....-....c~."t"_-.... ........... .............-r-.- ... ",",'
1141-38-069
Paee 6
Ancillary Structures: We understand that stairwells and elevators will be 'constructed at
approximately present grade. We recommend that these structures also be supponed on
deep foundations. Shallow 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 that 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 supported on a deep foundation. The compressible materials (silt and peat) could be
removed from beneath 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 suscepuble to the effects of hip},
groundwater conditions. We recommend a concrete pavement consisting of 6 incbes
unreinforced concrete with a minimum 7 day strength of 3,000 psi. The concrete pavement
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 reJeveJed 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 compact eo 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 fill at the site, any
addition3l 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 pavements 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 fiU could be strypped and
stockpiled for use as backfill. An alternative to complete overexcavation could be the
installation of a geogrid in the pavement subgrade. The geogrid \\;11 assist in reduci'
differential settlements. We note that some long-term settlement should still be anticipateL.,
and periodic maintenance of pavements may be needed. Maintenance of flexible 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
~
. - - .~.. ...- -- .-..
.. .,~. ..' '. - - - -
1141-88-06'
Paee 7
not. II 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 proofrolled using a large vibratory roller such as a Dynapac
CA-25 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 geotechnical 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 fill 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 Manaeement 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 tests 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 tbe
limestone fill to be excavated could be used as fill on other portions of the site. However.
the limestone shoulG be sufficiently crushed 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 v.ill
be difficult to work \\;th and does not appear to be suitable for any use on the site.
Underground Utilities: Soil corrosion tests were performed on representative soil samples
obtained 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 susceptible to corrosion. A pipe supplier or manufacturer can readily pro\;de a~
alternate material based on the results of our corrosion testing.
0)
.. -
. -...-.,-. ... ..#'..- ..._-----~_._...._.._- -... ~
1141-88-M'
Pace 8
CLOSURE
Westinghouse appreciates tbe opportunity to be of service to you on this project. If you
should have any questions concerning the contents of this repo~ or if we may be of further
assistance, please do not hesitate to contact us.
Very truly yours,
Westinghouse Environmental
" Geotechnkal Senices, Inc.
1i{ad. C %
Mark C. Canty, E.I.
Project Engineer
. , If /// -
'J)I.<<~t/ /?!~,.
Michael J. Prehn, P.E.
Senior GeotedmiC3l Engineer
MCC/MJP Ikk
cc: HLM - Orlando
Bob Y ohe
~)
APPENDIX
lQ)
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.. .._......_...r. " -....--..- .. .....-
-'. ."'-"--""... -.- -. -- _.....'
STANDARD PENETRATION TEST (SPT)
BORING PROCEDURE
All boring and sampling operations were conducted in general accordance with ASTM
Specificationc; DI5R6-n7. Borings were advanced hy a rotary drilling process using a
hea\y viscous urilling nuid to qahilizc the hole and nush out the cuttings. At regular
intcrvals. the drilling tools \\'ere remo\ed ~nd c;0J! samples wcrc obtained with J standard
1.4 inch J.D.. 2 inch 0.0.. split-spoon sampler. The sampter was first seated 6 inches to
penetrate any loose cuttings and then driven an additional fool. Blows required to drive
the sampler the final foot were recorded and designated as the "standard penetration
rcsistJncc". The penetration resistance. \\hen properl:; c\'aluated. is ::In index to soil
strcngth. density, and stability.
Representative portions of thc soil samples. thus obtained. were placed in moisture
resistant containers and transported to our laboratory for further examination and
clas~jfication testing, as necessary. Test Boring Records are attached. graphically showing
the penetration resistances and soil descriptions.
~
KEY TO CLASSIFICATIONS
Correlation of Penetration Resistance with
Relative Density and Consistency
No. of Blows, N Rclative Dcn~ity
0-4 V cry Loose
SANDS 4 - 10 Loo<;c
10 - 30 Medium Dense
30 - 50 Den se
Over 50 Very Dense
Consistcncy
0-2 Very Soft
2 - 4 Soft
4 - ~ Firm
SIL TS & CLAYS 8 - 15 Stiff
15 - 30 Very Stiff
30 - 50 Hard
Over 50 Very Hard
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~~ ~ . .. NClI'" no.. IU'If.u.ca - Ill. OWl lID r'
DESCRIPTION .
&.~ oJ
..... . 5 ,. 20 30 .0
O- Il ..
-0 - r~dium dense to loose off-white ~
1;mestone (f111) V . 21
::::!!!!! l/ 9
-Very loose dark brown si lty fine *
-s 6
Medium dense to dense off-white
1 i mes tone t.............. -- 1
Very soft gray silt (t~) 6.0'- I--- ----
-10- 7.5' >-- ~ 40
-15- - 40
'I
~20- - . 29
~25 >-- 36
Bori n9 Completed at 25'
-30- -
-35- >--
* SAND (SH) 4.51-5.0'
'-40- -
J
I j
-4
5
TEST BORING RECORD
'0'''000 A~ ~"'M.J..Q ..un An" c.u..
CO'll Ol'lIW"Q IUITl AU" 0-21"
BORING NO.
I-A
1[..l TtV. nc.. IIltlSU"CII' THI "U"SU 0' SlOW. 0'
60 ll. HU'''(II 'AllIHO)O IN. 1I10UIIIlC 1001l.VI 1.4....
1.0. ......"Ull In.
-
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-
.. '. .
.. ..--.-.
.. ..... ............
SUE
n.O"IDA OFFICII: ORLANDO. 'AWa. MIJUItBJt MACN
OTH[R OFFICES IN: IIIO"TH CAAOUHA. IOUTM CAAOUNA. OEOMlA. TfNHUSU . OHIO
~~ . . ".. ,... no. .. II" 4IICI - ..OWl "lA ~
OUCRIPT10H ,
.,t . s 10 at . ..
O- M ...
1-0- r1ed i um dense off-white limestone .-. :
(fi 11 ) V 17
'=== 11
Fi rm gray s i 1t (~1H) 3.51-4.5'
-5 - ~ " 50
Dense to very dense off-white
1 imestone [)- 65
-Stiff gray silt (MH) with
limestone D.OI-8.5' V
-10- - 50
1/
-15- - 40
/
-20- ..- ~ 33
-
I
-25 >-- ~ 38
80ring Completed at 25'
-30- >--
-35- -
..-40- -
I
1000
45
TEST BORING RECORD
\OIU..o AIOO LU'I'UNQ "'((TI ...IT'" O.1U.
C04'( ~'UINO ..un An.. o-a'"
BORING NO.
1-8 .
1/25/88
1141-88-069
-
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II .......~(., n.
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DESCRIPTION .
~
..,.... . 5 10 20 30 .
O- M II
~O- Medium dense to dense off-white -
limestone (fill) ........ ---- 14
............. t 41
-5- t~dium dense off-white l1mestone ~ 19
-
mixed with some silt (r~)t some*
;::;I 87
Very dense to dense off-white ....- ,.,..
--
1 imestone \ .-- 33
-10- -
'\
-15- - \ 54
I \ 70
-20- i-- /
/
~25 --- / 42
Boring Completed at 25'
-30- i--
.
-35- -
*fi ne roots
'-40- i--
. )
'-45 I
TEST BORING RECORD
10"10(0 ...I0IO """"'-IHO ..tm ....r.. O-lUl
CQ;Ilf C)jI.IU,J"O ..lm ...anl 0-2111
BORING HO.
1-0
1/26/88
1141-88-069
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~""':' . . I'C" '"'" no.. IUIIf&JCC _ 1k0Wl ... ~
DESCRIPTION .
~~ 4
..... . 5 10 20 30 40
0- .. II
-0 - r~dium dense to loose off-white -
limestone (fill) ~/ It 21
Flrm aray s 11 t l][r Wl th some off ~ 9
c- U
-5 - - 53
Very dense to dense off-white /
1 imestone ~ 34
-10- - ~ 47
f.1edium dense off-white 1 i rnes tone t
-15- - 18
Dense off-white 1 imestone I
'-20- - - .,q
-25 - ~ 42
Boring Completed at 25'
~30- -
.white limestone 3.51-4.0'
1-35- -
~40- -
1.0
4S
TEST BORING RECORD
~
UIfOISTUllalO
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NlOJECT NO
1-[
1/26/88
1141-88-069
1011'..0 "..0 ...._UNO ..un "111110-""
COfOl OfO'UJNQ VUTI ASTV 0-11"
BORING NO.
I'( _ T II" TlON III SIST AIfC[ I' THl Hu..al. 0' Ilowa Of
,.. LI. H"VU[II'AUIHO)O 1K.lll0UllIlO TO 0111'" UIK.
LO. aA_Llll t n.
-
-
-
GIIOUHO.' TlII
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S&ME
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OTHER OF'ICES IN: NORTH CA"OllNA . SOUTH CUOUHA . OEO"GIA . TEHHESSU . OHIO
t~ . · " IICT"" "0.. .....u..ea - a.o.e....
DESCRIPTION II
.,t J
. 5 10 20 30 .. 10
0- 10
~O- Medium dense to very dense ~ 28
off-white limestone (fill) ... r-........
~ 50
'551
~5- Dense off-white limestone - 33
33
-10- ~ \ 37
-15- - ~ 44
/
~20- - ~ 34
\
r-25 - 40
Bori n9 Completed at 25'
-30- -
-35- -
1-40- -
-45
rEST BORING RECORD
10'-IHQ .lOCI M"~"O "UTI AUIIl).lsal
C~( O'lIU'''O lIun AUIIl).Utl
BORING NO.
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Pll(lJfCTNO 1141-08-069
. - - ...-..... .. .'-
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OTHI" OFFICES IN: ~TH CAAOUNA . IOU11I CAAOUNA. OEOAGIA. TENNESSEE. OHIO
~'": . . ,...nunOll ."ITAIICI -11..,..1'1
..~ DUCfUPTION ,
.
I- S l' 20 H .. II .
f-O- r.~dium dense off-white limestone -
( f111) r
~
~i nn gray,) sil t 01H) (Sample not L
~5 - ,
I
Dense to very dense off-white
limestone
-10- - I" .
"
~
-15- "'- > 7
I--
/' V
- /'
-20- - .,/ 1
.
-25 - 3:
Boring Completed at 25'
... 30 - i--
.
f-3S- -
-40- f--
lo.45
TEST BORING RECORD
.04'.'*0 .uoo ....II~HQ _m AST" O.I~
C~ OAlUJNQ _In AITIlIl).I1"
SORING NO.
3-B
1/28/88
1141-88-069
1'C0IlI! nunolC IUlllTAIOCl II nolIOV"'U Of .lO.. 0'
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1.0. ........u., n.
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llVlL
~
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PROJfCT NO
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nO"tO~ OfFICES: O"LUtOO. TAMPA. OfE",.,nO IUCH
OTHER O'ftCU IN: NORTH CAROLINA. IOUTH CAI'OUNA . QEOAO'A e TENNUlrle Ot41O
t~ J> . I'C" """ nON .. ..., oUlCI _ .. OWl "D
DESCRIPTION ,
.t . 5 10 20 .
0- ., eo II
-0 - ~~dium dense off-white 1 i mes tone ~
( f111 ) 27
-
Soft gray CLAY (CH) wi th some silt -. 1
-5 ~ 16
Very dense to dense off-white
1 ;mestone
-10- - 46
\
'-15- - ~ 55
V
-20- - f 37
~
-25 -- 40
Boring Completed at 25'
~30- -
-35- -
*some f1 ne roots
1-40- I--
~4S
TEST BORING RECORD
101111000 Io.HQ ......~HQ M((T1 .lIT.. O-lWl
COM OfltUJOOO "UTI .lIT" O-lllJ
BORING NO. 3-C
H ""l TIU TION .(IJnAHCf I' TH( HVWU 1\ 0# .lOWI Of'
lat LI. HA....III'ALlIHO JOlltllfOVIII(O TOOIIIY( UIN.
'.0. ......~UIl1 n.
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~
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PROJECT NO. J 141- 08- 069
.. . _ AI"\I"'. """'.,.r .,.. .'.,..
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S&ME
FLORIDA OfFICU: o..LANDO. TAMPA. NPAnD .UCM
OTHlI' OfflCElIN: NOATM CAROUNA . IOUTM CAllOUNA. GIOROIA . TENNESSEE. OHIO
t~ . . ..... '"'" no. .. an AIICI - ill 0lI'I ....
DESCRIPTION ,
..~ . I 10 2tt 30 .,
0- 10 .
1-0- Loose off-white limestone (fi 11 ) -
l
F;nn ar~v (;ltv CLAY ICHJ w1tn .. -- ~
I- 5 - Medium dense to dense off-white ~ 4{
1 imestone V
~10- - 22
,
1-15- - 28
\ 34
-- 20- i'-
.
-25 - 4 33
Boring Completed at 25'
,.. 30- - I
--35- -
*some roots
-40- ~
-
45
TEST BORING RECORD
10.'HO .hoO """"-1"0 Uln. ,Ull1 D-U"
COAt OIVLUNG IIUTI AITM 0-2111
BORING HO.
3-'0
~~nu. nO..lll....l...cr "1Hf "VW'fll ~ .lO.' 0'
'6lI~_"A""[II'AlLl"'0)C1lC. II[OVlllfO 100ll'\,( I..'''.
,..0. IA""'-III 'n.
-
-
-
GAOU...O.... n..
UYll
~
DATE ORILLEO
1/28/08
1141-88-069
UOCOll1VlllfO
.A....lI
PROJECT NO.
". - AOCll C04I( IIT...I:I
'" "~-'-C--
$&ME
FLOR'DA OF'ICII: 0fIUN00. TAMPA. OIlIIfI'IfLO IUCN
OTHE" OFF1CU IN: NO"TH CAROlINA. lOUTM CMOUNA. OEORO'A. TIMNUSEf . OHIO
t~ ,; . ....T""nOll.....TUIQ _ k09l..."
OUCRJPTIOH ~
lilt . s to 20 30 .. ..
0- .
-0 - Medium dense to dense off-whHe .....
limestone (fill) " 13
""
-== ~ 34
-5 - ~
Very dense to dense off-white
1 imestone
~10- i- 63
I
-15- f0o- I 55
-20- - V 44
~25 f0o- I 36
Boring Completed at 25'
-30- -
j
-35- I-...;,.
-40- f-
-
'-45
TEST BORING RECORD
J04lINO "'000 ......"'-IIOQ w<<n. UT" D.l~
COM o.l~Q MUT' ....TM 0-1111
H.... T'" no.. A(..ar.....Cl II TI<E "VVIlII Of alOW' 0'
,..., U_ H.......(lI 'All'''O )0 lie. IlEOVllllD TO DIlI"l U.N-
'0. .....In'UlI , n.
-
-
-
80RINO NO.
3-E
GAOV"ow...nll
ll"tL
~
OAT( OAllUO
1/20/88
1141-08-069
UHOISTUlllEO
SA"~
HlOJfCT NO.
IltI - "'OCIl COfIf liT ..Xl
. ---.- ...-.... -...-............ ..._-....._-_.-...._-~- ---- ....-~--'--... -~ -"-
.....-. --..
$&ME
nOIUOA Of1r'CES: ORI.ANDO. TAII~A. MavTfl 0 MACH
OTl4EA OFFlCElIN: NOttTH CAROLINA. lOUTH C""OUNA. Q~OIA . TENNEI.U . OHIO
!~ ,. · ""U"'''O'' .llllToUICI - a09l..."
Due AIP110N ,
!~ . s ,~ 20 H . ..
.
- 0 - loose off-white limestone (fill) f-- ;
7
-
~5 ~. rom u t, I 'r 14W I - r 6
-
Very dense off-white 1 imestone
~10- - Sl
1-15- ~ 50
-20- - 5~
-25 .- ~ S2
Bori n9 Completed at 251
-30- -
r35- -
I
.
1-40- -
I
I
.
45
TEST BORING RECORD
>!UNO Ale) ..1IUUN(l ~ n. ....nl D. I we
~ OI'I~O 1il(rT1 A.,.M 0-2'11
BORING NO.
3-H
- -... T1'.A nON "(I.HANer.. n<f HV"'fll Of ILO'" Of
'LI. H"_l" 'AU.INQ)O IN. ..fOUII'110 TO 0"'\'1 !.tIN.
. .... WI"\.VI , "_
-
-
-
C..OUNO....T'(.
U\'1L
~
OA TE ORlllEO
1/27/88
UNOIS TU"110
SA"~
PAOJt:CT NO.
1141-88-069
lotI - 1IlOCa: coar 1fT IJU
_....~_.__...._... -.
$&ME
n.OR'OA O'fICII: OfIIU"OO. TAII~A. DED"II.D HAeM
OTHE" O'''CElIN: NORTH CA"OlINA . IOVTH CAJIIOUNA . OEORO'A. T!NNUIU. 0ttI0
~~ . . .... ,... notl .....TUICI - ko.a ,.. I
DESCRIPT10N ,
I~ . S I' 20 )0 .0 .. II
~O- Hedium dense off-white limestone -
( f111) .. / 28
-With some gray silt, some fine
roots 3.5'-5.0' / 16
-5 - f-
Dense off-white limestone
"10- - 43
"15- - 45
V
-20- f- ~ 33
-25 "- \ 45
Boring Completed at 25'
-30.... ~
f-35- -
-40- '-
'-45
TEST BORING RECORD
.01l1HO oUC) U"I'\.JHQ Mt[TI AIT" O.lsaI
COM OlIUUJHQ ~In AITl' o-al1.
P'<>oC TIU no.. "l ~n AlOCl II TI'l HU"Stll Of SlO'" 0'
,.. U. HU'W(R 'AllIHQ)C IN. "(OUtlllO TOOll'V! I.C'N.
'.0. &A"rull , n.
-
-
-
80R'NCi HO.
3- I
1/27/88
1141-88-069
GllOU"O""TfI'
UV!l
~
OAT[ ORILlEO
UHOISTURIlO
......~
Pf'IOJfCT HO.
MJ: - 1'0<:. COIIl liT ~ZI
!"" - .. ..,......-....
.AI
'---.. ~ ....", .""....
-...._;-r---..... ..~:'_...._-.~...... or .. ---..... .- ....- ...."...-.~_"'~r._ 1"- ._~..,.......-,.~.........-............
$&ME
FlOR.DA OntCII: ORLANOO. TAllPA. DElRAlLD IUCIt
OTHER OFfICII 1M: NOR,," CAROLINA. lovne CAROLINA. GEORGIA. TENNESSEE. OHIO
t~ . · ....'''''nOll.-.TAIICI -..OWl,."
OESCRlPnON ,
I~ .. 5 10 20 . . ..
.
-0 - '~dium dense off-white 1 i mes tone ~
(fill ) 10
--
~~v~e(~~~e roots with some gray L 27
-5 - -
Dense off-white limestone
'-10- ~ 35
\
-15- - > 44
I- 20 - - ~ 35
... 25 - ~ 41
Boring Completed at 25'
~30- -
-35- ~
-40- -
,
I
. I
I
.
-
45
rEST BORING RECORD
-01111..0 ANO UMK,..O Mfnl Anlll c.,,,,
..;0Af o.lUJ1lCO Mfnl An.. 0-,,,.
80RING NO.
3.J
~ >0<< T III" TlO" lie lilT AHef '1 THr "UMlrll OIllowt 04
.. ~.. ""....e "' AlUNO JO." IUOUlllfO TO Oil'\,( It IN.
O. ......r\.I[II tn.
-
-
-
c;II0UHOWA nil
llyn
OAT"[ DRillED
1/27/38
~
UNOISTUIIUO
UIlIP\.1
PROJECT NO.
1141-88-069
If. - ROell COtlf.IT liD
, -... .,co",."
A
lOSS 01 C>~llll"O
$&ME
'UHtlOA onlCII: OttlAHDO. TAIlItA. 0((".....0 ICACH
OTNP MflCElIN: NOATM CA"OllNA . IOUTH C.uOUNA . GEOROIA. TlNNUSG. OMIO
~~ . · ......,... no. II"IT oUICI _ k on .... ,
DESCRlPnON ,
1II~ . 5 l' 20 JO 40 ..
O- M
-0 - t-1edium dense off-white 1 imestone -
(f1 n ) 1 19
. r,;.
Fi nn arav .Sll T ~MH) ~ 7
~5 - Medium dense to dense off-white -
1 imestone ~
-10- - ~ 22
-1S- t-- 25
~20- - " 28
\,
-25 - 1\ 45
Boring Completed at 25'
-30- -
-35- t--
-40- -
t
---
'-4
5
TEST BORING RECORD
.Olll~ AHO IA"~"Q 6&(UIA.,.lfo.IMI
COM OfUUIHO "'[1"1 "In. l>-1111
I'tIooCT1U.TlOH IlISlITA...c:11I H., IlUlfUIl ~ .lOWI 0'
'''l.a. HAil'"II 'ALLING )0 IN. "fOUIlUO TO OlllYl U'If.
'.0. aAlIllf'\..lll . "
-
-
-
BORING NO.
4-A
G"OU"O."T11l
UWlIL
~ - ItOCtr CO'll liT SIll
~
OAT( ORILLEO 1/27/88
UN DtS TUllIID
UII"U
PROJECTHO. -1.141-tlR-069
$&ME
n.O"'OA OFFICII: OI'lANOO. TAIIP.. OEPf1llD aUCM
OTHE" OFFICII"': NORTM CAltOUNA . lOUT" CMOUNA . GEOROIA . TENNISI!! . OMIO
!~ . . flC_'''' ftOII ....ITMICI _ ..... ...
DESCRIPTION ,
.,1: . s ,. 20 30 .. ..
O- M
-0 - Medium dense off-white 1; me stone -
(f111 ) . };
---
'WiiI
r ~
-5 - Fi I"nI n r a v d 1t ( MH' 4 ~ I _ C. c.' - l
Dense to very dense off-white
11 mes tone
-10- - 3C
"
"
-15- - / 56
-20- - ~ 48
-25 - ~ 52
Boring Completed at 25'
~30- -
--35- -
!-40- -
-.
45
TEST BORING RECORD
'~NO ..100 U...~NO .ul T1 ..n.. o-u..
coa<< O'UUJNO .un. ..ITIoI 0-,'"
.000ING NO.
4-8
-
-
CIlOU"O." Ttll
llvn
DA TE DRillED
1/27/88
~ I'Cl T...... nON IIISlI ",..ell' TH( HU"1l1I CIllO.' 0'
,.. La. H......(II '..lU"O :ICIIIC.II(OUIIIIO TO olllYf ,..'N.
1.0. ....11&1"\.111 , n.
~
UNOltTUllllD
10\1011"\.1
f'fIOJECT NO.
1141-88-069
N1f - "OCI: C()4lf liT till
... ,-....p
# r' _.. _.
.-..--- - . -----.
-- ---- --- .
$&ME
'UHUOA omCII: o.tLANOO . TAII~A . OfUlltno IUCN
OTHER OfflCU IN: NORTH CAROlINA. IOVTM CAltOUNA. GEORGIA. TlNNU'U . OHIO
~~ . . ".. T.... no. .. IIIT...cr _ ..ow. ... r
DESCRIPTION ,
.,t: . 5 10 20 )0 to
a- 10 .
- 0- Dense to medium den~e off-white ~
limestone with trace of silt ~ 45
filn ~ V
-5 - ~ 22
Hedium dense to dense off-white
1 imestone
~10- f- \ 26
\
-15- ~ .... 43
-20- - 46
\
-25 f- ~ 51
Boring Completed at 25'
-30- -
,
f-35- '--
--
-40- f-
...
45
TEST BORING RECORD
IO'UOfQ "I0IO "'~I"O '"tfTS An.. o-1SM
';0"1 O<<'lLnlO ~fTI An.. 0.1\11
--<<.... ,...... no.. -t "IT "..C( II 'Mt "I.'''UII Of IlO.1 Of
.. L.8. " ",....( II' "'-LI"O )C .H.llfOUIII(O '0 DillY( U IN.
o 'A"~UI'"
-
-
-
eOAIHG HO.
4-C
C-OU"Ol'" 1'1"11
Lnn
OAT( DRIllED 1/26/88
PAOJECTHO. 1141-88-069
ta - AOC. C()lII( liT lilt
. - '" ItECOvt_,
~
U..OIS'UIIICO
S.t."~1
..A
lOSS 01' O.'tl'''O
_ ..~r'-}" _.....~"..:,..~~'C"~I'....~_"lJr..-"'...._O..._~~lI4 ~
... ...---_.-. ...."...-..,,----."'..---- ..... .------..-"---.--
$&ME
'lO'UOA OFFIC.I: OIIILANOO. 'AMPa . HIJUl'IILO NACII
OTHEIII OfFICII...: NOIlTH CAltOllNA . SOUTM CAROUNA . OIOROIA. UNMEI.... OMIO
~~ . . "..,,,,,,nOlI".",,, _ ..OWl...
DESCRlPTlOM .
..~ ~
. 5 20
~- 10 . .to 10 .
-0 - Very dense off-white 1 imestone -
( f111) . S4
fl nn qray s ~ It {HH} m1Xed wan"
Very dense off-white limestone ~
-5 - - 5(
Hedi um dense off-white 1 imes tone
~10- 10- 2(
-15- - t 22
.
O~nse off-white limestone
-20- - 33
\
-25 - ~ 42
Boring Completed at 25'
-30- ~
f-35- f--
*limestone, some fine roots
-40- -
....
4S
TEST BORING RECORD
'011'..-:) I.J<J t.AW~UNO 1II11T1 AU" 0.1M1
COtlt ~LUNO 1111"' AI'" 0-11"
BORING NO.
40
-
-
C;II0U"O.. nil
UYfL
I"( 00( T I\.A nON III SlI' ANeI II THl HUWUlIl Of 'LOWS 0'
160 \..I.IUII"'l"'ALUHO)O IIC.lIll0UI1Il10 '0 Oil'\'( 1.4 '"
I 0 t.A~l" In.
~
0'" T( DRIllED
1/26/88
1141-88-069
UHOIS TUIl.tO
IAIIIP'U
PROJECT NO.
1('1 - IIlOCIl COAl .n tAU
$&ME
'LORIDA O"ICU: OALAHOO. TAWA. OIPAno 8UCM
OTHER O,,.CES IN: NORTH CAROLINA. SOUTH C-"'OUNA. OIOttOlA. TlNNUSU. OHIO
~-:- . · "_T"""O" ......,... -..Oft "II
...~ OES<:R.,TION ,
.,... . S 10 20 . .. .
O- M
-0 - t.1ed i um dense off-white limestone -
( f111) 2f
=iiiiiiI
- 5 - Finn ~ray silt Jf1H) with some - f 4
fraam nt of limestone
Dense off-white limestone
fragments
-10- - 3t
\
-15- 1---0 t 4,
-20- - 41
-25 - ~ 46
Boring Completed at 251
-30- -
-35- -
-40- -
. I
...
45
TEST BORING RECORD
.0.1111"0">10 Ll""-JHO "UTI 4.ITII O.I5M
COM O,IlIU",O IIUTI AUII o-rns
BOAING NO.
4-E
P'C'" TIU TIO" III JlIT""CI II Tl41 NU"'U\ Of 'lOWI Of
, eel.. ..A....(II FALlINO )0 IN. II(QUIII(O TO OIU\,( 1.4 IN.
U) U"~II , n.
-
-
-
GIlOV"OWA T1:1l
Ll~l
~
OATf ORILLEO
1/26/88
1141-88-069
V"OISTUIlUO
SA lI~ll
I'RO,JfCT NO.
N'll - l'Oeil CO.III( lIT s.u
.. .-.~"",,-...... ......-..
$&ME
'LOAIOA OFF'CII: ~LANDO. TAlllPA. DUR,..no IUCIt
OTHE" O'flCES IN: NOR114 CAI'OUNA e lOUTH CAltOUHA. OEOROIA. TlJlNI..lle OHIO
~"": .. . ..IIIC,un04llI..UoUICI - ILOWI,..
lLt DUCRIPTION ,
.
=- 5 10 2t 30 40 .. .
f-O- Off-\~hi te 1 ir..estone ( f111) -
foa 5 - -
-10- I--
foa15 I-- L 16
t1ed i urn dense off-white limestone
(fill)
12
~20 ~;""" nl"'av rl AY (rH\ wHh ~nmA* 29
Dense to very dense off-white -
1 imestone 48
.......... """-
t-...
-25- I-- . -.. )I SO,
0- V ...
V
V /
~30- 10- r V 34
*s 11t , some fi neo roots ,
"-35- - 40
-40- - 43
BorinQ Completed at 45' I 43
..
45
rEST BORING RECORD
.Q4UNQ..NO ......~UHO JUfn "IT" O.I5oM
C~ OlIULLIHO ..fm ..1T1lI 0-2'"
BORING NO.
4-F
1128/88
1141-88-069
MlC'lU nOH RUJU..HC( I' 'Hr "U"If~ Of IlO'" Of
I. L' ........UlrM.LIHO )0 I". ~(OUIR(O TO OIUV( I.C IlL
10. ......1"\.(.. I FT.
-
-
-
GROUHo.....nlll
l(YfL
~
OAT[ DRILLED
UHOISTUIll,(O
.... "IOU
PROJECT HO.
WI - .oc1C COf\r I" ~ZI
$&ME
nOftIOA OFFICES; OttUMOCU TAII'A. OUR FIELD IUCH
OTHER OFFICII IN: NORTH CAROLINA. 'OUT" CAROLINA. GEOROIA . TENNESSEE' OHIO
t~ a> . "l1li''''"0'' ..1In.ucr - kOWt..."
DESCRIPTION .
lilt: ..
. 5 10 20 30 ..
0- .. ..
-0 - loose to medium dense off-white - T
limestone (fill) with trace of 41 I 9
silt - \\
-5 - 19
Dense off-white limestone
-10- ~ ~ 38
~1S- - I) 44
/ 33
~20- - . 1
~25 - ~ 38
Boring Completed at 25'
-30- -
'-35- -
-40- I--
I I
-4
5
TEST BORING RECORD
1000l-O AHO ......."U"o IIUTI AITIIl).lW.
COM: ~l..U"O "'-f:OI AI"" 1).2111
BORING NO.
4-G
--c """ IIAnoH IIflolIT A"CIII THI "VIIU" Of IlO'" 0'
'''l..I. HA....III' AlU"G )0..... 1I1QUIIIIO '0 0'''''0'1 U 1M.
..0. ~..~III 1 n.
-
-
-
CIlOU"O." TIll
unl
~
DA'E DRIllED
1/26/88
1141-88-069
UHOISTVIlIIO
SA"~
PROJECT NO.
Nll - "OC. CO"I liT 'Il(
'......~.... :""~''''''P''.''''''.~~''_~'''''' ,.........t~;......~ _.....,.... ........... ,... '......._~ * w
.........,.._..~~-,..-..........._.~_...._-:t. .
-"'r.~ II. ..--.---.-..-----..--- _.- . .
'.. .- . .. . ~..-
.--. .--------_..... -
$&ME
PlO.UDA 0AIICaI: OAUJlDO . T &llPA . DlEAAILD IUCII
OT"E" OfflClIIN: NORTH CAI'OllNA . 'OUT" CAAOUNA . OEORGIA . TtNNUSU . OHIO
~~ >> . "'''T""nOll.r."ANCa -"OWl'"
OUCR1,nON .
~t ~
. 5 11 20 )0
!- 40 10 .
"'0- ~1edi um dense off-white limestone !o-
fi 11 ~
,
-5 - -- 4 J
Very soft gray silt (t~)
-10- -
Dense to very dense off-white
limestone
-15- ~ a
1/
-- 20- f- V 7
/
-25 - ~ 4:
Boring Completed at 25'
r- 30- -
~3S- I--
-40- I--
-
45
TEST BORING RECORD .
IOIlING...HO u."~UHQ w.[ln ...IT" o.n.
COllI D'lIUJNQ ..un "'I~ 0-1'''
BOAING HO.
4-H
~"'TII"'TlO" lIUIU...NCI II THt "V" 'till Of 'lO.' 01
,.. L..M.......tll ''''UINO JOIN. lItOUtlltO TO Ollllvt UIN.
I D. ......"'-111 , n.
-
-
-
CIIIOUHO." TlII
llYU
OAT( DRILLED
1/27/88
1141-88-069
~
U"OISTUIlIID
1.1.""'-1
",OJECT HO.
101 - AOC. C'C--t liT "U
~ .. .a ......
. *... ..... ..
$&ME
'LO.UOA OFfiCES: ~UNOO. TAMPA. Delll'AnO IUCH
OTHEII' O"ICES IH: MORTH CAROUMA . IOUTH CAII'DUNA . GEORGIA. TENNISSEE ~ OHIO
t~ >> . ..IIITIaA no_ .....T.uca - "OWl "l.I
DESCRIPTION .
.,t: J
. S 10 20 30 40 10
Q- .
-0 - Loose off-white limestone (fi 11 ) --
== 4
Very loose fine roots with trace
of si 1t
-5 - Medium dense to dense off-white - ZO
1 imes tone \
~10- f-- 26
-15- - \ 40
/
-20- i-- 30
-25 - \ 38
Boring Completed at 25'
~30- -
-35- -
-40- I--
l~
TEST BORING. RECORD
OlUNG...1OO ......~HQ w.(ITS An.. O-ISM
..Of'<< OtlIUJHO "l[TI An.. 0-11U
BORING NO.
4- I .
.... OoCTlUnONIII(".UHCl II TH( NU"UIII Of .lO"1 0'
to La. H.......l III ''''UINQ)O IN. III(QUllIIlO TO OllllVl I.f IlL
;). ....~Il , n.
-
-
-
C:III0UHO.Anll
L(ytl
OATE ORlllED 1/28/88
~
UNOfSTUIII.lO
$AIoI~
PflOJECTNO. 1141-08-069
_I - "OCo: CO"'( liT IlU
$&ME
'lORloA OFFICII: ~ . TAMPA. MIRFlno .IACIt
OTHER OFFICES IN: NORTH CARO<<.INA .IOUTM CAROLINA" OIOROIA. TlNNISSU. OHIO
~~ . . "III "'" nOlI .. ..'AIICI _ kOWl...
~ESCRIPTION .
.... oJ
..~ . I 10 20 )0 .. ..
Cl- IO
"'0- loose to medium dense off-white -
limestone (fill) I
I~
"'5 loose brown t1ne roots I-- ~
Medium dense to dense off-white
1 imestone
-10- - 31
/
-15- f.- < 18
'\
-20- - f\ 33
-
-25 - . 35
Boring Completed at 251
'- 30- -
-35- -
-40- f-
..
4S
TEST BORING RECORD
.o.lNQ ANO ....w~..o 1&{[Tt Anll D.lsaf
.00'If ~'UJNO MUll AITlI ~zn,
BOIliNG NO.
4-1( .
~ ..iI"...... no" II( ". T .."C( " TM( IolUWI( II 0' ILO... 0'
~ la.ICA..W(1I 'AllIHO)O IN "fOUIIIED TO OlllyE I.. tN.
D. IAIWUII 1 n.
-
-
-
CIIOUHO...TtIl
UYll
~
0.40 IE ORILLED
1/28/88
UIllOISTUIIIED
.... .."'"
""OJECT NO.
1141-88-069
IQ - ,,0<: II C QjIIf II T Il z:r
$&ME
nO.IIDA OFFICII: OlltlAHOO. TAM'A. DURAnD HACM
OYHE" O"'CII.H: NOATH CAROLINA. IOUTH CA"OllNA . GEORG'A . TENNlUEE . OHIO
z_ . . .... T"-' "0" .r..n... - "0W11'U
~~ DESCRIPTION ~
..... . S 10 20 30 ..
~- II II
-0 - r~diurn dense off-white limestone -
(fill) Ii
very loose flne roots wlth some * ':;;;;: 1 .
1-5 ..
-
'.1edi urn dense to dense off-white
1 irnestone
~10- - 4 z:
\
~15- 1\ 3i
I--
-20- - 4 34
\
1-25 I-- ~ 42
Boring Completed at 25'
-30- -
-35- r--
* gray S i1 t (l1H)
-40- -
-45
rEST BORING RECORD
'Oll'OfO ....0 !JAW~J"'O "un ArT.. o.'s.
COllt O4I'UIHO ..tnl .lIT.. 0-2'"
BORING NO.
4-l
M "'lnlA T'OH III SIST AHCI II THI NUWUII Of .lO..... OF
'60ll. HA.."'tll FAlLIHO)O IH. IIIQUUIIO TOOII/Vl U Ill.
..0. ........\.111 , fT.
-
-
-
CIIOU"OWA1"t1l
UYfL
~
OAT( DRlllEO
1/27/88
1141-88-069
U"O'STUIIUO
s.....~r
PROJECT NO.
H. - IIOCa COllf "T tJlf
. -oF ..__......___.........__._-__- ~~~---.---,..._..._-------.-.
$&ME
,,"ORIOA omcn: o..LANDO . TAMPA. DlPAnD .....
orNp OFFICElI..: "ORTH CAROLINA. IOV1lt CMOt.INA . GEORGIA. "....UIU . 0tte0
~-: . . ....T... no. ....TAM:I _ Ii" ....
OESCRlPTION .
~.. oJ
III'" . 5 10 20 " 40
0- 10 II
1-0- l~dium dense off-white limestone -
(fi 11 ) ]i
Very loose Drown Tlne roots wlthw ~ r
i-S - ~
'.1edi um dense to dense off-white
1 imestone
'-10- - Zf
"\
1\
-15- - ~ 46
i- 20- - ,I I 33
- )
I
1-25 ~ l 38
Boring Completed at 25'
-30- -
~35- "-
* some silt
-40- -
i
...,
4S
TEST BORING RECORD
101llNO "''''0 lA"IOl'>tO M((T' A,T" O-Iwt
C04'( Qfl/l..UfoIO ..un....TW 0-21U
eOR',." HO.
4-P-I
-
-
COllOUNO"'A rtll
LfytL
--< oc.[ T IU. TlO" Al SI'T ...Nel II T...( "UUIlll Of IlOW, 0'
"'"ll ........(II'...U.hO )0'''- Ill0UJ"lO TOO"IY( 'tiN
'0 .......~Illn.
~
OAT( DRILLED
1/2C/88
U..OIS TUIlIlD
s....."'(
PROJECT NO.
1141-88-069
... - IlOCK COllI liT IIU
.. -" H~"'V"I"."
A
t ,...~< o~ Cl.'" .~.'"
TABLE 1
TEST PIT RESULTS
MONROE COUNTV JAIL
WESTINGHOUSE PROJECT NO. 1141-88-069
Test Pit No. Depth (feet) Soli Description
TP-l 0.0 - 1.5 Off white limestone (fill)
1.5 - 5.0 limestone
(Groundwater encountered @ 1.1')
TP-2 0.0 - 4.0 Off white limestone (fill)
4.0 - 5.0 Peat (Pt) & roots (root mat)
5.0 - Limestone (could not penetrate)
(Groundwater encountered @ 3.5')
TP.3 0.0 . 4.8 Limestone (fiU)
4.8 - Limestone (could not penetrate)
(Groundwater encountered @ 4.0')
TP-4 0.0 - 3.0 Off white limestone (fill)
3.0 - 4.8 Peat (Pt) & roots (root mat)
4.8 - 7.2 Gray silt (ML) with peat & roots
7.2 - Umestone (could not penetrate)
(Groundwater encountered @ 3.2')
TP-5 0.0 - 2.0 Off white limestone (fiU)
2.0 - 2.5 Peat (Pt) & roots (root mat)
2.5 - 4.0 Gray silt (ML) with peat & roots
4.0 - Umestone (could not penetrate)
(Groundwater encountered @ 3.0')
TP-6 0.0 - 1.0 Brown silt)" sand & limestone (fill).
.fill contained concrete & wood fragments
1.0 - 3.5 limestone (fiU)
3.5 - 5.0 Gray silt (ML)
5.0 - limestone (could not penetrate)
(Groundwater encountered @ 4.7')
TP-7 0.0 - 2.0 Off white limestone (fill)
2.0 - 3.0 Gray silty (ML) y..;th shells
3.0 - Limestone (could not pe netrate)
(Groundwater encountered @ 4.2')
Test Pit No.
TP-8
_~."... .".._ -._..,-.____r'... ~_ .~ _.....___._..,~.,...._..-"
TABLE 1
TEST PIT RESULTS
MONROE COUNTV JAIL
WESTINGHOUSE PROJECT NO. 1141-88-069
Depth (feet)
Soil Description
0.0 - 2.0
2.0 - 3.8
3.8 - 4.5
4.5 -
Off white limestone (fill)
Peat (Pt) '" roots (root mat)
limestone fragments
limestone (could not penetrate)
(Groundwater encountered @ 5.5')
TABLE 2
lABORATORY TEST RESULTS
MONROECOUN1YJAJL
\\'ES11NGHOUSE PROJECT NO. 1141-88-069
Atterberg Umits Permeability
Test Pit No. Depth (ft) -200 (%) II PI (ft/day)
TP-1 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 3
SOIL CORROSION RESULTS
MONROE COUNTY JAIL
WESTINGHOUSE PROJECT NO. 1141-88-069
Minimum
Test Pit Chlorides Sulfates Resistivity
& Depth (ft) ili (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
_~..J
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.BCTIO. 01510
~"PORARY UTILI~I.S
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 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
01510 - 1
TEMPORARY UTILITIES
. ~.,. __'......y_._~'~ .'........~....-..e.f'W-......................);~.......... . _~I..""~._-..... -
c.
d.
~~
..... .,
duplex 15 ~ 120-Vol t groundec1 outlata, with
GFCI Protection for personnal. See Detail....
located IJO that power i. available at any point
of use with not .ore than 100 ft. power cords.
minimum: one power center on each floor.
circuit-breaker protection for each outlet.
One panel each for Building Areas
A,B,C,O,E,F,K,L,M,N,O,P and Q.
"i-~~~'
S4lf
--r#
M _ L'. l~ ~
,f'~
.~
.~...
.' r.,~~~~~ .~f.~~'4.~al. .
~--~~ .: "{........:'.~~..~-."'. .~~..
...
.J\II!r
b.
e.
5. The capacity of each powar center in 4. above shall .
be 120/240 volts single phase, .ini.ua 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 re~\ired 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 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
-...-..
~
..._..._ ____....... iM IA... . ... 111:.':'1 .___ -_.'
'.~...s
.~-
*
..
~~
~
....
shall be ina~lled by the TelIperary Power Contractor
and paid fOF~y 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 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
A.
TEMPORARY TE~PHONE SERVICE
B.
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.
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
01510 - 3
TEMPORARY UTILITIES
-
. T
7~,-'-
..
.....,
~. .iiI#'.- -- - 'f ..~.
:'i>l:" ;. .
.' .
.
..
pbODU
2 . 5 CONTINUING TEMPORARY ELECTRICITY MAINTENANCE
At the option of the owner, the Temporary Power
Contractor shall provide a aini.ua of 1 person full ttae
for the duration of ~ construction, .stiaated to be 11
months. This person will aaintain, 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
2.6
A.
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 sucb 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'sball
produce uniform illumination of 20-foot candles.
2. Any Trade Contractor requiring temporary ligbting
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 requireme~ts 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
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.
05/30/91
TEMPORARY UTILITIES
01510 - 4
p ,.~...-
. .'"..... .~;, t', ..---,~: .
. .~ ~~.~-
.:. ....~..~~1'io..: -' i ..;~~ "..
~ _.~. .,..
.
.....
,""
..",
7. The Electrical Contractor shall c~letely r-.ove
temporary materials and equipment at Project
Completion, except tor high voltage underground.
2.7 TEMPORARY WATER
A. Site Plumbing Contractor will arrange with utility
service company, to provide water for construction
purposes.
B.
c.
D.
E.
2.8
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.
The Construction Manager will pay for water used for
temporary construction purposes.
Building pl.umbing 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 wa~er 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 Contr~ctor shall be responsible fo~ 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
01510 - 5
TEMPORARY UTILITIES
_f
.~~~~_.-,., 1" ......_ _'~;""'(O"/A_. .~,!!!It~~........u,.......atW.,....a~............._....-.-c........,....."...... -l...-&A'4lI'
";-~~..,<.".,-
...
......'
_.
. .~
,.~.., ........ ..J','.4
-~
4. Pay all coata of providinq, operatinq, aailltaininq,
and reJaOvinq' aUCiIb teaporary heating, coolba;, aDd
ventilating .quip..nt .. ..y be required.
The foregoing obligationa of the Trade Contractor are in
addition to his obligations under Article 10 of the General
Conditiona.
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 wi thin 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.
2.11
REMOVAL
A.
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 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
.....
,. ,'- ~.'" ~
..,-~~
_ _L
--~,
~ical 120~14' .ol~ ..~r
o.ta1l "&-
.
.~r.
~
~
~
.
Temporary Electric Pole
==8.
100 W H.P.S. ABCA Light
wI P.E. Control 20' +/- M.H.
(2 per pole)
Iq '~
<<
1 1/4" GRC, 13 Wire
,,':
City Electric Meter
G
100 Amp Main Breaker, or
100 Amp Distribution Panel with
Main Beaker (Note 1)
Note 1 - Mount main and
panel on 3/4 CDX plywood
and mount plywood to pole.
8' Driven Ground
per N.E.C.
,.;..~.,_...."
. ....
...-: .' .
-
.~.
-
.
..".
Detail ....
Sab-.......panels
----
c
-
~~ --
-
--
-
@ o - ~
--
@ . G
.
C0 (2)
6 I . 0
-
50 Amp
Feeder Typical
.,.
12/2 Ro.ex to Lightinc
Stringer. Typical
SO Amp Sub reed Panel
Typical
12/2 Ro.ex Typical
-
4" Sq Box , Industria,
Cover Typical
4' x 4' 1/2" Plywood Bac:
Board Typical
ote: Construction E.C. to provide, install and maintain area stringer lightin'
from existing temporary elect. See 2..3 of 01510 Temp. utilities Spec.
~~
.-:::;--
,-~''''''''-' ......''l$ .
._1 .,,,,.........!r'_. . .
....'" .'f, ~:,. ._~__ _. _
. -'\
~~.iL~~.:.~. ""':'__.:.r
~,..~- .~..;- -"':..... ..
~i
.-.
.d.
......
Detail JICII
~rary Shed
Size all conduit, conductors, grounds, etc. to NEC 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.
~L'.
PAwE L "A"
PANEL "e'
Tl,A\JSf:Ofl.I/\E"
'2.'lS INA
FEfDS 10 SII&
P"llfLS
F!Et>e~ To ...~\ L!
C"....N'
-=-
~
lnel "A" - 3 phase 4 wire 480/277 volt Nema 1 surf mt Panel Board 600 amp, 2.
Jcanch ckt, 600 amp main ckt breaker & 1-300 amp branch cb 3-phase~ 24 ckt.
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 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 Boare
with 20 2 pole 50 amp ckt breakers 120/208 3-phase.
Note: All materials become the property of the Owner at completion of th(
project.
. ~.._ ......lI.'"""...~r.............t>J.~"V.':;r"" ...... - .:...A..~_~"'--4 .... ........'1)M_....4~~ ....~~
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"
DOCUMENT 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 Proiect Manual Paqes
The repl acement pages ident i fi ed below i ncl ude modi fi cat ions made to the origi.r:tal
Project Manual sections. Revised or added information is indicated by $lj'~pgq
type in the text and an "AI" notation in the margin identifying that the revfsT6ri
was made. Areas where information has been deleted are identified by strikiAg
ettt 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
g~:?~g
TITLE
~Q~i~~!l:':::Bi~,;~i:::i:.Sg~~.~ii.E::ii:i:~8!'~'~9:~::;::'(~~ffiB~~~ii').:
HLM 90007.00
THE NEW MONROE COUNTY DETENTION CENTER 00901-1
BID GROUP ONE ADDENDUM #l-MAY 31,1991
DOCUMENT 00901
ADDENDUM NO. 1
APPLICABLE TO THE DRAWINGS
A. Drawing Revisions: Incorporate the following revisions into the respective
Contract Drawings.
Drawinq No.
Revision
1. 03 (Add. #1
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 walls around open i ng . Note 1. O. Curb EL.
5.83'. Provide 1 #4 horizontal 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 #1-MAY 31,1991
DOCUMENT 00901
DrawinQ 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.O. 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 #1-MAY 31,1991
DOCUMENT 00901
Drawinq 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 Li ne 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 Co 1 umn
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 #l-MAY 31,1991
DOCUMENT 00901
Drawina 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 1/2'1 x 6" x 0' -6" wi 4-1/2" dia. x 6" Headed
Studs @ 3" Gage Galvanize Assembly" to "PL 3/4" x 6" x
0' -6" wi 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."
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
SECTION 02100
SITE PREPARATION
D. Additional obstructions exposed as the result of cle~ring operations
shall be removed.
E. Stockpil e topsoil in avail abl e area as di rected by the Construction
Manager.
.f..~..........~ hCiPE!....~. ~ 9. ~.~P ~ .J. ~ ~... i. .n..... (I.....!II ~ rl rl ~r.... .~. ~.~ ~.. ..~~.E!Y... ~ r.~. ...r..~.J. ~ ~ .i..v..~.1..Y... .!J.D.i. f()r..":1..~............ ... .....
51ill'.'ljtlllilll_i.lili
l.fi!tY~~I::::::~:R:::::jD:~:Hnl:::::99n:~~n~~::::::9~:::::mlq9~n:::::~n~::::::~R~::::::~'~:I~:~rp~~:::::p:r:::::9~rn!S~9;-~::""" ...
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 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.
F. Refer to Section 02955 - TREE RELOCATION.
3.4 PROTECTION
A. Protect midden area from excavation, damage and construction activity..
Al'
3.3
********************
END OF SECTION 02100
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02100-2
BID GROUP ONE ADDENDUM #1-MAY 31,1991
SECTION 02222
EXCAVATING, BACKFILLING AND COMPACTING FOR STRUCTURES
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. Proofroll ing of the structure and paved areas shall consi st 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 Pl"~~:g~ in the area in
accordance with FOOT Index No. 540. Pl ace fill qrnaleri a lover the area
to 5 feet above existing grades. Settlement 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.
Al
3.2 EXCAVATION
A. Excavate sub- soil in accordance with 1 i nes and 1 eve 1 s requi red for
construction of the work, and five feet beyond limits of building slab
and paved areas. Excavation 1 imits 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 thi s 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. o..v..~.r.E!.'.C~~.v..~tJ().!l....will be required at all buildiRg slab aRd paved areas
wij~rg::::a6<Uiit;~q to remove the silt and peat 1 ayer found about 4 to 5
re.ef..."belo\i....exfsting 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 i on regard i ng the 1 ocat i on and depth of the s il tlpeat
1 ayer.
L. Where paved areas occur within 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 II-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 toncrete
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 1imerock 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 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 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 drill ed caisson work proceeds
before site work excavation and grading is complete.
4. Excavated materials will be classified in accordance with the
foll owi ng. Adjustments to the Contract Sum will be made in
accordance with uni t pri ces for greater or 1 esser quanti ties 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 1 imits of the obstructions will be measured by the
test i ng 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 indicated ig'l length and is to include drilling, casing and
removal, reinforclng 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 II-MAY 31,1991
SECTION 02385
DRILLED CAISSONS
B. Submit daily pre1 iminary 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 Flori da reg i stered Surveyor acceptable 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
dri 11 ed ca i sson and cooperate wi th other test i ng and inspect ion
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 #1-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 materi a 1 s: As spec ifi ed inSect ion 03300 and
amended to meet the requirements specified below:
1. Portland cement: ASTM C-I50, 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.
At: B. Excavation shall be free of water aRe loose material.
At: Co De Ret plaee arillee eaisseR eeRcretel:JRGer ~Jater.
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 II-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 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.
At:
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 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:
2-1:t::~Z:4 inch maximum variation from plan location. Shaft variation to
pltimbi 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
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
20,000 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 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 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
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
.l~
Am
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
cylinder liners or casings. Use liners or casings to line holes,
~~.1..E!.~.~....PE!.r.lI1jssion is granted for their omission by the Prefessieflal
SnlJ.:Rbij:n~~n: Engi neer. .
2. Temp:oFarY':.:"'c'as i ngs may be 1 eft in place or may be withdrawn 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
limerock.
4. If removable steel liners are used, 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. Pre':iae Mi.li::::~~l::~:$.:A~ to maintain the stability of the shaft excavation
te exc ll:Jde"frce-'\iiter 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 tremi e pi pe, has not accumul ated 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
drill ed caisson 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 dispose of as directed by Construction
Manager.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-6
BID GROUP ONE ADDENDUM #1-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 BetteR! edge ef the lewest casiFl!j seetieA te In'evice a
Cl:Jtt i Ag shee fer peAetrat i Ag i Ate 1 iR!ereck strata aAd affect i Ag a
water seal.
AI'
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 cas i ngs may be deli vered in any conven i ent sect i on of
panel, with sections or panels field-connected in accordance with
the manufacturer's instructions.
4. Des i gA the l3etteR! ed!ije ef the 1 e~~est cas i A!j seet i eA te pre\' i de a
el:JttiAg shee fer peAetratiAg iAte liR!ereck strata aAEI affectiAg a
~iater 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.
AI: 3.5 DR I L LI NG MUD:ffi:::~':::::;:Y~~Wm,%~~:j:?::~~:~!f:t~~
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' g:B:':::::~::::::I::Y!i':::::~::::::ti!iijjI::lij!:':;~~i:~:J::~:::~:9S::::::~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, leveling 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. Place concrete continuously without interruption and in a smooth flow
without segregating the mixed materials. . '
D. Place excess concrete where temporary casings 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 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 mono1ithical1y. 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 .p1acement 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 retard i ng admixtures unless approved in writ i ng 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 professional
Geotechni ca 1 Engi neer regi stered in the State of Flori da who wi 11
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 dri 11 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
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 02385-9
BID GROUP ONE ADDENDUM II-MAY 31,1991
SECTION 02385 DRILLED CAISSONS
AI
drilled caisson location.
h. Actual elevation of top of compentent 1imerock. . .
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 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 ,.bo t tom 0 f eacit :~i:::ii:m.Jn:,:mqiJt::::::~ti:i::::tw~'n~y:i::::::pg:r#.~O~:::::::::q!:::::::::~Jji d rill ed
ca i sson:$., dri 11 a 2 i nch"'a"famel"er"'lesl'h6Te"fn"lhEtrock' wi th an
a i rt rack dri 11 to a depth of ten fE!.E!.t.J9..jrlcfJc:~tE!...~.h..~.t,hE!r..Jhf:!...(:1r..iJ.JE!d.
~t_!!i.j.,~~r'~'~\\1.1l.'~j~!
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 1imerock 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 II-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 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 dil igence 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.
At:
:lGAmmmmsusrU:l?tA[S
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
curi ng at not 1 ess than 50 degrees F. for 24 hours after pl aci ng , 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 permit
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 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.
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 1/4" 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 * 9.tt fiber tube forms that impart a texture or spiral
pattern t6the 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 ra i sed grain, 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.
11: 1::~:::::::::::::::::::::;P9,,),it:::ip:i~!~:::::.ri:ln:t9nG:,'g9:::::::B!n~::~::
B. Related Sections:
1. SECTION 03300 - CAST-IN-PLACE CONCRETE
2. SECTION 03100 - CONCRETE FORMWORK
3. SECTION 0238S - 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-185 - 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-61S-88: Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement.
AI: ~::*::::::::::::::::::::~~*~'::;~:t:~~:~t:~~:;::::::::::.::::i"RPX~t:$P:~~'~9":::t!'!:n'RP:rrsl:J19:::':~~~!:~:::::::.i'~nl::*:
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.
HLM 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03200-1
BID GROUP ONE ADDENDUM #1-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: :1::~:::::::::::::::I::R;9J.i:;::;~p.i!j:g9.::;::::::::::::::~~iM:::'~:t'fl.?:f:::
B. Welded Wire Fabric: ASTM AI8S.
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
1.:
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 ~aissons
2. SECTION 03100 - Concrete Formwork.
3. SECTION 03200 - Concrete Reinforcement.
1.2 REFERENCES
A. American Concrete Institute (AC!)'
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.~..........A..q..)1.~....::....~y..iJ~.i.rlg..J.l:)~~....~.~.qlJi.r.~111.~.rl.ts for Rei nforced Concrete.
J.g:::::::'t:':::::lg~:::::::~g:~::l.?]:::t::::'lM:~~:9:::R!'f:~r~n~~:::::M~ijp!l::
B. American National Standards Institute, American Society for Testing and
Materials (ANSI/ASTM)
1. ANSI/ASTM 0-994 - Preformed Expansion Joint Filler for Concrete
(Bituminous Type).
2. ANSI/ASTM 0-1190 - Concrete Joint Sealer, Hot-Poured Elastic Type.
3. ANSI/ASTM 0-1751 - Preformed Expansion Joint Fillers for Concrete
Paving and Structural Construction (Nonextruding and Resilient
Bituminous Types).
4. ANSI/ASTM 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 ~-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.
'1\1 g::~':':::::::::::::::::m9!:~:~:g::::::!n~:::':1~~j:"":!:J::!l::::::~::::::9PP.~::::::~U:::':::ifil::::::ti:tgi~n:gi:i:::I::l:"::II:fii:::::::t~::!lig:::::::g:Et~:i9~::~:
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 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 proportions1 including admixtures used.
d. Manufacturer's data and/or cert ifi cat ions verifyi 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 3-01. Submit
separate qual~fication 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
Archi tect 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 90007.00-1
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. Previae at least eAe cepy af ACI SP IS a~ailable iA field afficc.
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-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, plumbness, 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 90007.00-1
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. "Pozzo1ith Normal"., 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. "Eucon Super' 37"; Euclid Chemical Co.
2. "Sikament: 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. 1/2" 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 90007.00-1
THE NEW MONROE COUNTY DETENTION CENTER 03300-4
BID GROUP ONE ADDENDUM II-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 Adhes i ve: 100% soli ds, 100% react i ve, 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. Durabil ity:
1. Air-"entrained with 5% to Y% 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 (retardi ng) formul at ion of water reduci ng 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 workability, pumpability, lower water-cement ratio,
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 #1-MAY 31,1991
SECTION 03300 CAST-1N-PLACE CONCRETE
b. Where compressive strength is not indicated, obtain minimum ~OOO
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 revi sed mix des i gns 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" ~in. and 9"
max. at placement.
3. Concrete with HRWR Admixture: 8" maximum unless otherwise directed by
Architect.
4. Other Structural Concrete: 3".
AI:
-! I_It.""
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. Discharge concrete within 60 minutes 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 concreting operations, 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.
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 ~oncrete, 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. Slump Test: Make one test for each set of compressive 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 II-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 additi~nal
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 will 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 and/or 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. Inspect ions or test i ng performed exc 1 us i ve 1 y 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. Pl ace premi xed' patchi ng mortar in accordance with di rect ions, 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 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, 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. Unacceptabl e surface defects incl ude, 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 II-MAY 31,1991
SECTION 03300 CAST-IN-PLACE CONCRETE
1) Propri etary concrete patchi ng compounds may be used ~hen
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. Contrac~or 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 eq~lyalent.
1. 4GGG P.Q~q psi
2. Conditfciris to 1" maximum thickness.
At:
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 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 fi e 1 d measurements to ensure proper and adequate fi t 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.
prime steel except:
Steel to be encased in
Surfaces to be welded.
Galvanized steel.
concrete.
c.
3.3 ERECTION
A. Erect and install miscellaneous structural steel in accordance with
Drawings, and referenced standards, aligned, straight, plumb and level.
At: B. After erect i on and i nsta 11 at i on are complete, t(J.y.~~.~llP.....s..~.()P....p.r..il11~r...c:()ats
using priming paint specified for shop priming ~Bq:.al~.~~q:~'~~9:::::::~I:nnlsl!.
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 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 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 CISOj 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 strengthj deformed billet steel barsj
ASTM A6I5j 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 colorj 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 #I-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
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 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 II-MAY 31,1991
ADDBNDUM NO. 2
NEW MONROE COUNTY DB~BNTION 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 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
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
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 furth~r instructions to bidders,
including revised specifications and drawings.
07/03/94
ADDENDUM NO.4
Page 1
SECTION 00105
PROPOSAL FORM
Bid Package No. 5
site Grading , caissons
BID TO : MONROE COUNTY - CLERK OP COURTS
500 WHITEHEAD STREET
ItBY WEST, 7LORIDA 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.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
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
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 If
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 lf x
$/lf = $
Drilled thru Competent Limerock
855 lf x
$/lf = $
07/03/91
PROPOSAL FORM 00105-3
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 $
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 $
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 $
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 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
00105-5
SECTION 00107
PROPOSAL FORM
Bid Package No. 7
Concrete Foundations
BID TO
.
.
MONRO. COUNTY - CLERK OP COURTS
500 WHITEHEAD STREET
KEY WEST, I'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.7, structural Concrete Columns and pits
and having carefully examined the site where the Work is to be
performed, having b~come 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 re~sonably anticipated by
reference to documentary information provided and mad~ 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 options
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 Secu~ity____, Unit Price Schedule ,
Contractor Evaluation torm____, 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 OF 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 DescriDtions
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, Backfill ing and Compacting for util i ties
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 SDecial 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 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 and
valve, on Junior College Road. Coordinate with
07/03/91
SCOPE OF WORK
00305-2
Contractor installing tapping sleeve and valve. Ba,::kfill
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 limerock, total = 3,445 If
07/03/91
SCOPE OF WORK 00305-3
.26
.27
.28
.29
.30
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.
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.
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.
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.
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
00305-4
SCOPE OF WORK
SECTION 00307
SCOPE OF WORX
Bid Package No. 7
concrete Foundations
1.1 General SCODe
Provide all labor, superv~s~on, 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
03600
05180
07150
07190
Excavating, Backfilling and
structures
Concrete Formwork
Concrete Reinforcement
Cast-In-Place Concrete
Grout
Miscellaneous structural Steel
Waterproofing
Vapor Retarder
Compacting
for
02222
1.2 SDecial 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
--rI-
.8
.9
.10
.11
.12
the Work.
Contractor is responsible for returning disturbed work
area back to rough grade, and dressing out.
Contractor shall be responsible for any dewatering
operations required for installation of his work.
Contractor shall call for structural inspections, and
cooperate with structural Inspector.
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.
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 optio-n 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.
a.
Bid Due Date .
. . . . .
. .
. . 07/10/91
. .07/17/91
. .07/29/91
b.
Award Date (Anticipated)
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 OF DRAWINGS
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
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, 05/1'7/91
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.
DRAWING TITLE
LATEST REVISION DATE
3.01
Foundation Plan
Ground Floor
Zone A
Rev. 1, 07/02/91
3.02
Foundation Plan
Ground Floor
Zone B
Rev. 0, 05/17/91
3.03
Foundation Plan
Ground Floor
Zone C
Rev. 1, 05/31/91
3.04
Foundation Plan
Ground Flo()r
Zone D
Rev. 0, 05/17/91
3.05
Foundation Plan
Ground Floor
Zone E
Rev. 1, 07/02/91
3.06
Foundation Plan
Ground Floor
Zone F
Rev. 0, 05/17/91
3.28
General Notes &
Abbreviations
Rev. 0, 05/17/91
3.29
Grade Beam Schedule,
Foundation Notes &
Typical Details
Rev. 0, 05/17/91
3.30
Drilled Caisson and
Cast In Place Column
Schedules & Details
Rev. 1, 05/31/91
3.31
Foundations sections
And Details
Rev. 2, 07/02/91
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 PaQes
The replacement pages identified below include modifications made to t~e ort.9..tD..~1
Project Manual sections. Revised or added information is indicated by $b.jggQ
type in the text and an "AI" notation in the margi n i dent i fyi ng that the rev':fs'lo'n
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
.......'.....S.:<.,~)ij
*O!:2~
.;.;.;.;.;.:.:.;.;.;.;.:-:.:-:.
*Section 02520 - PORTLAND CEMENT CONCRETE PAVING (ALTERNATE), Pages 1 and 2 is
included with Addendum #4. It was missing from the Addendum #1 enclosures.
Illli
.~Rtmg~;;iiIM.I~ITI~SN,IB.glli!~IRII!:NI~!~!:!:{~lmllN.I]:~:)!
C. Deleted Sections
The following section is deleted from the Project Manual in its entirety.
Section
Title
Q2955
Tl"ee RcleeatieA
APPLICABLE TO THE DRAWINGS
A. Drawing Revisions: Incorporate the following revisions into the respective
Contract Drawings.
Drawing 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."
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
Drawino 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 Columl') 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- Pl ace Concrete Column Schedul e, 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
Al1
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.
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 protect i on when directed. Do not permi t heavy
equipment or stockpil es wi thi 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 sh~ll 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 SectisA 92955 TREE RELOCATION.
3.4 PROTECTION
~~ A. Protect midden area from excavation. , eamage aFlG COl"lstructioFl
act i vity.
********************
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.
~I
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. aAd daRlage dl:.le te eql:1iJ:)RleAt aAd
vehie~lar traffie.
E. Repair damage.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Excavated fill mater1al: Soil free from roots, rocks larger than 3"
and building debris. ,
B. Additional fill material: AASHTO Designation M145, soil classifi~ation
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 drain away from structures and to
preven.t ponding and pockets of surface drainage. Provide 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.
A4. Il~jilj41',iillil!]~;s!mijjlJ)qi:]i.ln92:i::::iin:::~:mj:99:in;':::::I~:,,~:;
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
testing laboratory to perform density tests. Do. not proceed with
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.
II
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. frem e~ijipmeAt aAa
vehie~lar er feet 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 90007.00-1
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
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.
3.
Pea Gravel: Clean natural stone; free from clay, shale and
organic matter; 1/4" to 1/2".
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 Stze % 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
AI
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. 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 proofrol1ing 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.
t. PreefrelliRg shall Rat eccur withiR the middcA area.
H. Where paved areas occur with i n the mi dden, the....~r.~.~w sha II be
pre10aded. Install three settlement placcspJ.:!l.te.:s. in the area in
accordance wi th FOOT Index No. 540. P1 ace fi ll'iiiifEi'rhi a lover the area
to 5 feet above existing grades. Settlement 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
~~,Y~J.;....J.~.~..JJJJ....~.~:~J.J....~.~....r~m9y.~.q....~.g...t9.~.9.~....9r.~g.~....~.1.~v...~t.j..9.~.~..~.............................
AI
3.2 EXCAVATION
A. Excavate sub:"soil in accordance with 1 ines and level s required for
construction of the work, and five feet beyond limits of building slab
and paved areas. Excavat ion 1 i mi ts to i nc 1 ude space for forms,
bracing and shoring, applying waterproofing and to permit inspectiorr.
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!.~~c;.~.Y.3~ltQ..~L.wi 11 be requi red at all 1)1:.111 di Ag sl as aAd paved areas
Wfieie.#inu,:e.at.eo to remove the silt and peat layer found about 4 to 5
feef"x'Selow';';':'exlSting grades. The unsuitable silt and peat material
shall be removed and backfilled with compacted granular or on-site
soi 1 fill. Refer to Geotechn i ca 1 Report prepared by West i nghouse.
Environmental and Geotechnical Services Inc. dated January 15, 1991
for information regarding the location 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.
O. 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 I
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 90007.00-1
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 Structu~al 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 #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 drilled caisson if drilled 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 wi th unit pri ces for greater or 1 esser quant it i es of
materia 1 s.
a. Normal excavation is defined as materials encountered between top
of competant 1 imerock and top of drilled caissons excluding
obstructions.
b. Limerock excavation is defined as material encounter~d 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 vo 1 ul'Ae will be the ca is son
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.
~~
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 nil 1 ength and is to i nc 1 ude dri 11 i ng, cas i ng 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 #4-JULY 2,1991
SECTION 02385
DRILLED CAISSONS
B. Submit daily preliminary drilled caissons report by Testing Agency of
actual elevation of top of limerock 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 Flori da reg i stered Surveyor acceptable 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
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 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 #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 w.ith 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.
AI' B. Excavation shall be free of ~lIater aRc:t loose material.
AI: Co I::le Rat pl ace drill ed cai 550R eeRerete \:lAder ',lIater.
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 #4-JULY 2,1991
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 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 drill ed caisson to be on centerl i ne of beari ng
construction, unless otherwise indicated on the Drawings.
AI! 1. Do not exceed the following tolerances: Shaft centerline location:
~1*~kJ. 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 corrective work shall be three times the
diameter of the drilled caisson.
F. Installation Equipment:
1. Form by m~ans of a power driven rotary foundation drill ing rig.
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.
II a. Equipment: Able to impress a minimum total weight to the Auger of
I~
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
SECTION 02385
AI'
..-....~:
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.
1.
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,
unless permission is granted for their omission by. the Pl"efessieFlal
Ii.Qt~6nt~a.~ Engineer.
2. Tem.p.()'f.a.Y;y-'.....C'asings may be left in place or may be withdrawn 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 1s placed. Permanent casings are not allowed below competent
1 imerock.
4. If removable steel 1 i ners are used, 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
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.
Dr i 11 i ng Mud: ...................w~:.............w.................
1. Previae M#'jth;j:::nJ.~~g to maintain the stability of the shaft excavation
te exelti(:rt....frc.e...~;~iter 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 tremi e pi pe, has not accumul ated 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.
J.
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
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 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
Al
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. DesigA the BetteR! edge ef the lei:est casiA!jJ sectieA tEl provide a
Cl:fttiA!jJ shee fer I3cActratiAg iAte 1 iR!crec!< strata aAe affectiAg 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 delivered in any convenient section of
panel, with sections or panels field-connected in accordance with
the manufacturer's instructions.
4. DesigFl the BetteR! eagc of the leiicst casiAg sectieA te ~re'iidc a
el:fttiAg shee fer ~cAetratiAg iAto liR!erock strata aAe affectiAg 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.
A1 3.5 DRILLING MUD';1:::I:;:::B~~lli~gig!:~:?t:::~R1U~~
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; ~:ii:l:::i:i:::::::~~:@::::::I::::ngp~t~:::i:I~Bj)1:i9i:1:ml:l~11~;::::m9g:~:
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 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
unavoidabl e, leave 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, rou'gh 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 retard i ng admi xtures unless approved in writ i ng 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.
f
3. The Owner's Testing Agency will employ a qualified professional
Geotechnical Engineer registered in the State of Florida who will
observe caissons dri 11 i ng, cl eani ng, concreting work and determi ne
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. 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 limerock 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 90007.00-1
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 eaeJt iImuJ.nimQgr::::::Q:t::::::::twe'n~y::::::::pir;a~HJ.::::::::~I::::Ii.bi dri 11 ed
ca i sson:i, dri 11 a 2 i n.d,.........dlimel'e.F.......'le.sf..-.hol-e...........,..n....wffl'e..........Fo.cT,... wi th an
a i rt raCK dri 11 to a depth of ten f.~_~.~...J~...J~.~J.~.~.t.~....'!'!.~.~~~~t....th~....~.rn1..~~
li:~:1:1::~:i.g:i:~:ii:~::;:~~q~1::~l~~~~i:~i~~::::r[~i:if~ir.i~'~ilg.liI=llil~II~I~:rt.~~.:g:i,~!
geofe.chnlc.al....e.rl'~ifneer....miy.....()'rder.....addilfonal....df.il.l.ln!;j'...cif...t he....'dr i 11 ed
caissons to a lower elevations.
.....Ii...
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 qual i ty of 1 i merock below the dri II ed ca is son bot tom will be
judged from the time rate of percussion drilling and other
observations such as dropping of rods. Clean the 1 imerock socket
~Ader water with a br~sh s~bstit~tiAg fer the a~ger bit at the betteffi
af the h a~ger ri 9 kc 11 ey, et......Rl...:.:.~fr~.j..'.!!..).i....~r.....l~.~..b.nj..9Y.~.....3~rt..~p..!..~..Q..J...~.......!.9......~.b..~
:iiiii!:;::i:~~:i~gl~~:~~~ilEi;Ip.~llil'l:~lilr:.j:lli:I~ng:nl@@:!:Illi:~.fi:IJ:J;:1!PB!9Y!:H!:L!s
SECTION 02385
AT
AI
AI
HLM 90007.00-1
DRILLED CAISSONS
j.
k.
l.
m.
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 concreting was performed. Include 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.
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
BrD GROUP ONE ADDENDUM #4-JULY 2,1991
SECTION 02510
ASPHALTIC CONCRETE PAVING
B. Test Reports showi ng materi al s 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.
'.-'-t:
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. StaBilizes Base Course Materials
1. StaBiliziA~ base COijrse ffiaterials shall cOAforffi te FOOT SectioA
~
D. Plant Methods and Equipment
1. Plant and methods of operation shall conform to FOOT Section 320.
A4.
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. e.....4.1......~~rk shall confo.rtll..J.9...FDOT Section 270 except Sect ions 200 14
i:d)igl~ and 2aG 15 270';1.5.
B . Pr i me.....;.a.rl'a...''j ac k Co at........................;.;.....
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 Sect ion 320 and 330 except Sect i on
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 chlorination procedure shall be repeated until confirmed 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.
A4.
********************
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
Archi tect immediately. Repai r said damaged 1 i nes immedi ately 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 recommeoqed 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.
All
:j:T:~.::f::::::~UB' ..,;t:tilir~(:e:
~__JPl~~~l!l.t~--~
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 i on 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 materi a 1 s 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 materi a 1 s and backfill materi a 1 s 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 11 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
wi th 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 A21.1l push-on or mechanical joints,
plain tip neoprene gaskets unless noted otherwise.
. C. Pipe Adapter: I .
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. Pl 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 90007.00-1
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.
A4 2. The saAitary se\~er Sr ser\'i ce pi J:le cresses e'/er, ElF at a depth
which prevides less thaA l' 6" clear e1istaAce l:Jet\:ecA pipes ',lheA
cressiAg ijRder ~ateF maiAS. EAcasemeRt shall exteAeI a miRimum ef
19' 9ft SA each side sf the psiRt sf cressiAg.
.it.Ji:
t\~
AI
3. The lateral separatieA sf the saAitaFY se\;Cr pipe aRe potable
water pipiRg is less thaR 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. Various sewer lines shall be connected to existing manholes and
structures which will require cutting into the existing structure.
Li ne dri 11 exi st i ng 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.
........j;
t\~
3 . 3 C.RQ.~.$J.N.G....9..F.....$.NU.TARY....$.~.W~R..AN.P....WAT.~.R.,.,AIN~............................................................ .................. .
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. I I
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 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. 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 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.
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. Final acceptance will not be considered
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 FOOT Section 911 except 97%
shall pass the 3-1/2" sieve and sha 11 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,
matter, or other deleterious material.
D. Air Entrainment: ASTM C260.
I,
alkali, organic
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 uni form
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