07/15/1992 Contract
New Detention Facility
Contract KJ-026, Sealants
Roman Caulking & Waterproofing Company of Florida, Inc.
I.
A.
B.
e.
D.
E.
F.
G.
II.
Form of Agreement
Public Construction Bond
Certificate of Insurance
Table of Contents
Schedule of Drawings
Scope of Work - Bid Package #33
Milestone Schedule
A.
B.
D.
E.
F.
Proposal Form, pages 00133-1 through 00133-4 signed by bidder and dated May 15, 1992.
Bid Bond from Perferred National Insurance Company of Florida.
Sworn Statement on Public Entity Crimes.
Lobbying and Contlict of Interest Clause.
Non-Collusion Affidavit.
III. Conditions of the Contract
A. General Conditions
B. Supplementary Conditions
e. Project Safety and Health Plan
D. Contractor's Quality Control Plan
E. Substantial Completion & Owner's Acceptance
F. General Requirements
Application for Payment
Change Order Procedures
Security Project Procedures
Project Meetings
Submittals
Progress Schedules
Schedule of Values
Daily Construction Report
Document Clarification Requests
Testing Laboratory Services
Temporary Utilities
Construction Aids
Access Roads and Parking Areas
Temporary Controls
Project Identification and Signs
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
THE AMERICAN INSTITUTE OF ARCHITECTS
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AlA Document A101/CM
CONSTRUCTION MANAGEMENT EDITION
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STIPULATED SUM
1980 EDITION
THIS DOCUMENT HAS IMPORT ANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN ATTORNEY 15 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-026, Sealants.
made as of the / 5~
Hundred and ~ - -:t<:..cro
BETWEEN the Owner:
day of
00/12-).
n
in the year of Nineteen
Monroe County Board of County Commissioners
500 Whitehead Street
Key West, FL 33040
and the Contractor:
the Project:
Roman Caulking & Waterproofing Company of Florida, Inc.
3400 SW 26th Terrace
Fort Lauderdale, FL 33312
305/797 -2500
New Monroe County Detention Facility
5501 College Road, Stock Island
Key West, FL 33040
the Construction Manager:
Morrison-Knudsen/Gerrits
the Architect:
Hansen Lind Meyer/Gonzalez
The Owner and the Contractor agree as set forth below.
Copyright 1975, @ 1980 by The American Institute of Architects, 1735 New York 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 Al0l/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION. JUNE 1980 EDITION. AIA@ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., N.W., WASHINGTON, D.C 20006
A101/CM-1980 1
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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 3, Bid Package 33, Sealants.
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,
andr subject to authorized adjustments, Substantial Completion of the Work shall be achieved not later than the time
(Here insert any special provisions for liquidated damages relating to lailure to complete on time.)
indicated in Section 00353 Milestone Schedule.
AlA DOCUMENT Al0l/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 Al0l/CM -1980 2
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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
Three Hundred Seventy Five Thousand Six Hundred Forty Dollars............................ $375,640.00
The Contract Sum is determined as follows:
(State here the base bid or other lump sum amount, accepted alternates and unit prices, as applicable.)
Base Bi d..... .. ... ..... .................... .................. ............................ $375,640.00
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 Twenty Five (25) . day of each
month as follows: approxlmafe Iy
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 suitably stored at the site or at some other location agreed upon
in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by
the Owner; and upon Substantial Completion of the Work, a sum sufficient to increase the total payments to
One Hundred percent ( 100 %) 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.
(If not covered elsewhere in the Contract Dowments, here insert any provision for limiting or reducing the amount retained after the Work reaches a certain
stage of completion.!
Reference Section 00800 Substantial Completion and Owner Acceptance.
~eR~d~~aRd~~a~~~-~~~fae~~~&~+~Q€ft~~R~~~4~~~Re~~ft~~~~~ft~4A€-~€-
~e~~~rQp~R-~ftQ~QRE8~~8Q~r~~+R8~€~~~~~~~~~~U~~-~~~~~-~~~~eE~-
~H~~~~~rftft~e~~~ft~~~~~-
(Usury laws and requirements under the Federal Truth in Lending Act, simiiar state and local consumer credit laws and other regulations at the Owner's
and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Specific legal advice shoufd
be obtained with respect to deletion, modification or other requirements such as written disclosures or waivers.)
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 3
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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.
7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings
designated in those Conditions.
7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed
in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows:
(List below the Agreement, the Conditions 01 the Contract [General, Supplementary and other Conditions], the Drawings, the Specifications, and any Addenda
and accepted alternates, showing page or sheet numbers in all cases and dates where applicable.)
ARTICLE 7
MISCELLANEOUS PROVISIONS
I. Bidding Documents
A. Bid Group 3 Bid Documents for New Monroe County Detention Facility, which include Bidding Documents,
Contract Documents, Conditions, Drawings, General Requirements and Technical Specifications, and
which are enumerated in the attached Table of Contents, contained in Bid Group 3, pages 00001-1
thru 00001-9, dated 03/24/92, and in the attached Schedule of Drawings contained in Bid Group 3,
pages 00993-1 thru 00993-19, dated 05/02/92, all as amended by the addenda listed below.
B. Addendum No. lA dated November 26, 1991
Addendum No. IB dated December 11, 1991
Addendum No. 1 dated Decmeber 20, 1991
Addendum No. 2A dated January 3, 1992
Addendum No. 2 dated January 6, 1992
Addendum No. 3 dated January 9, 1992
Addendum No. 4 dated January 13, 1992
Addendum No. 5 dated February 18, 1992
Addendum No. 6 dated March 4, 1992
Addendum No.7 dated March 10, 1992
Addendum No.8 dated March 25, 1992
Addendum No. 9 dated April 3, 1992
Addendum No. 10 dated April 16, 1992
Addendum No. llA dated April 21, 1992
Addendum No. lIB dated April 24, 1992
Addendum No. llC dated May 1, 1992
Addendum No. 11 dated May 5, 1992
Addendum No. 12A dated May 8, 1992
Addendum No. 12B dated May 13, 1992
Addendum No. 12C dated May 15, 1992
Addendum No. 12 dated May 21, 1992
Addendum No. 13 dated June 1, 1992
II. Proposal Documents submitted by Roman Caulking & Waterproofing Company of Florida, Inc., on June 9, 1992:
A. Proposal Form, pages 00133-1 thru 00133-3, signed by bidder, and dated May 15, 1992.
B. 5% Bid Bond from Preferred National Insurance Comapny of Hollywood, FL.
C. Sworne Statement on Public Entity Crimes.
D. Lobbying and Conflict of Interest Clause.
E. Non Collusion Affidavit.
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 Al01/CM -1980 4
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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 the documents issued for bidding.
7.4 Working Conditions:
(Here list any special conditions affecting the Contract.!
Reference the documents issued for bidding.
( Sea 1)
Attest: Danny L. Kolhage, Clerk of the Court
"Approved as to Form and Legal Sufficiency"
By:
.62L~1-
(Deputy erk)
,/f-/5-1;J
BY:~_
Attorney' Office
Date:
Date:
)
?-I- 9'2:...-
This Agreement entered into as of the day and year first written above.
OWNER
CONTRACTOR
Monroe County Board of County Commissioners
~. . ~
By: ~ '.~..J VV' .~. ~
~~.~
Inc.
Its:
c ~ It 1 r- ""11'
!Jll1
CAUTION: You should sign an original AlA document which has this caution printed in red.
An original assures that changes will not be obscured as may occur when documents are reproduced.
~
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION. JUNE 1980 EDITION. AIA@ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., N.W., WASHINGTON, D.C 20006 A101/CM -1980 5
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
PUBLIC CONSTRUCTION BOND Bond No. X03008
Roman Caulking & Waterproofing Company
f FI rl.da Inc . . 1 and Preferred National
'l'HIS BOND, We 0 0',. , as PrJ.ncJ.pa
Ins. Co. , a corporation;:' as Surety, are bound to Monroe County Boar9 of Cty. Comm.
herein called Owner, in thestim of $ 375,640.00 for payment of
which we bind ourselves, our~.'neirs, pers'onal representatives,
successors, and assigns, jointly and severally.
THE CONDITION OF THIS BOND is that 'if Principal:
1. Performs the contract dated ~t'5 , 19'1z.-, b~tween
Principal and Owner for constructio of NEW MONROE COUNTY DETENTION F~CILITY
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 cOl:tract 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 22 Julv , 1921-.
/-_.~
/
Roman Caulking & Waterproofing
of Florida, In ~)
',,-
~/
BY
/ /~~ ~~ia?,/' IJ \
AS ATTORNEY IN FACT)
Michael A. Holmes
Preferred National Insurance Company
(NAME OF SURETY)
11/20/91
PUBLIC CONSTRUCTION BOND
00610 - 1
Preferred National Insurance Company
Coral Springs, Rorlda
POWER OF ATTORNEY
.1 now ~U -1ll~n 31Bl! 1rb~$~ ~t'~$~nt$; That Preferred National Insurance Company, a corporation of the State of
Florida, by Stephen Weicholz, President, and Helene Weicholz. Secretary, in pursuance of authority granted by Article XI. Section 1 & 2 of the By-Laws
of said Company, which reads as follows:
ARTICLE XI, SECTION 1 - The Chairman of the Board or President or any Vice President or Secretary shall have power and authority to appoint
Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto. bonds and undertakings.
recognizances, contracts of indemnity and other writings obligatory in the nature thereof.
ARTICLE XI, SECTION 2 - The signature of any authorized officer and the Seal of the Company may be affixed by facsimile to any Power of Attorney or
Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance. or other suretyship obligations of the Company, and
such signature and seal when so used shall have the same force and effect as though manually fixed.
Does hereby nominate. constitute and appoint
Gerald J. Arch, Michael A. Holmes, and James E. Dickmeyer
its true and lawful attorney. for it and in its name, place, and stead to execute on behalf of the said Company as surety. all bonds. undertakings and
contracts of suretyship in the amount not to exceed: FIVE HUNDRED THOUSAND DOLLARS ($500,000.00)
rreferred National Insurance Company, as fully and amply. to all intents and purposes. as if they has been duly executed and acknowledged by the
regularly elected officers of the Company at its office in Coral Springs, Florida. in their own proper persons.
The said Secretary does hereby certify that the aforegoing is a true copy of Article XI. Section 1 & 2 of the By-Laws of said Company. and is now in
force.
IN WITNESS WHEREOF. the said President and Secretary have hereunto subscribed their names and affixed the Corporation Seal of the said
Preferred National Insurance Company, this 8th day of Septemj1"j
t
t..
f~~^e~
(,. Secretary
<preferred Naticlfiiiflnsurance Company
", /'
ATTEST:
",TATE OF FLORIDA
CITY OF CORAL SPRINGS
On this 8th day of September, A.D.. 1989, before the subsc Public of the State of Florida. duly commissioned and qualified. came the
above named President and Secretary of Preferred National Insurance Company to me personally known to be the individuals and officers described in
and who executed the preceding instrument. and they each acknowledged the execution of the same, and being by me duly sworn, severally and edch
for himself deposeth and saith. that they are the said officers of the Company aforesaid. and that the seal affixed to the preceeding instrument is the
Corporate Seal of said Company. and that the Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said
instrument by the authority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my my Official Seal. at the City of Coral Springs, the day and year first above
written.
.
I/..._~ ('-'1(. ~_ t_Y' C i,/
w
. ~;;~otary Public Commission Expires May 24. 1993
. .ctiiflMtA TE
I, the undersigned, Secretary of Preferred National Insurance Company, do hereby certify that the original Power of Attorney of which the foregoing is a
full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the President who executed the said Power
of Attorney was specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article XI, Section 1 & 2 of the By-Laws of
the Preferred National Insurance Company. ..../,i...;,;..
IN TESTlMMY W EREOF. I have h1'}unto sub
...................... ...........................19......7.~
'-
lawing resolution of the Board of Directors of Preferred National Insurance
tarY of the Company. whether made heretofore or hereafter. wherever
./:Shall be valid and binding upon the Company with the same force and
j
PNI-PA-101 (11/89)
. the carpor.. ,~Seal of the sa,id Company, thiS......0..~......... day of
. ~ /J /~ ,'/)
,/ lOX\? dt/,PA (:~'1-3
Secretary ~
'I A.~.tlll..
I PRODUCER
CERTIFICATE OF INSURANCE
ISSUE DATE (MM/DD/YY)
07/27/92
'THIS'CERTIFicATE IS ISSUE:._ AS A MATTEFfoFTNF"ORMATIOt,fONLY AiiiD'
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW.
Arch-Holrnes-Broder-Nottingham
6122 Washington Street
-T')llywood, Florida 33023
COMPANIES AFFORDING COVERAGE
COMPANY A
LETTER
Aetna
INSURED
COMPANY B
LETTER
ESIF
/\ ~. 117 /117/
U Cl. 'I,) .') "
CD ': ~ \ I )
Roman Caulking & Waterproofing
Company of Florida, Inc.
3400 S.W. 26th Terrace
Ft. Lauderdale, Florida 33312
COMPANY C
LETTER
COMPANY D
LETTER
COMPANY E
LETTER
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCR!S!:!) HERE!!\! IS SU9JECT TO AL.L Tii;:: Ti:RiviS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION
DATE (MM/DDIYY) DATE (MM/DD/YY)
LIMITS
A
GENERAL LIABILITY
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE X OCCUR.
OWNER'S & CONTRACTOR'S PROT.
023FJ021372100CCN
GENERAL AGGREGATE $ 2,000,000
10/01/91 10/01/92 PRODUCTS,COMP/OP AGG. $ 2,000,000
PERSONAL & ADV. INJURY $ 1,000,000
EACH OCCURRENCE $ 1,000,000
FIRE DAMAGE (Anyone fire) $ 100,000
.... ...._______._____ ~ED: .!'XPENSE (Any one pe~n) $ 5, OQQ.. ,
A
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
X HIRED AUTOS
X NON,OWNED AUTOS
GARAGE LIABILITY
023FJ0213721
COMBINED SINGLE $
LIMIT 1,000,000
10/01/91 10/01/92 BODIL Y INJURY $
(Per person)
BOOIL Y INJURY $
(Per accident)
PROPERTY DAMAGE $
EXCESS LIABILITY
A X UMBRELLA FORM
OTHER THAN UMBRELLA FORM
023XS021373364
. ~ -~ '._..__..__..._~_---_a-EACH' 6"CCURREN.CE' "---"---.-$-1 ,000,000
10/01/91 10/01/92 AGGREGATE $ 1,000,000
B AND
EMPLOYERS' LIABILITY
04/01/93
STATUTORY LIMITS
EACH ACCIDENT $
DISEASE-POLICY LIMIT $
DISEASE-EACH EMPLOYEE $
WORKER'S COMPENSATION
083011288-00
04/01/92
500,000
500,000
500, OOQ._
OTHER
Project:
New Monroe County Detention Center
5501 College Road, Stock Island
Key West, Florida 33040 ;
-...-... _._--'... --_. P.
DESCRIPTION OF OPERATIONS/LOCATlONS/VEHICLES/SPECIAL ITEMS : ::
Policy, limits are those shown on policy as of ,inqeption: da~e. ""
Add'l Ins: Monroe COlliJty ~ard Qf County CommISSIoners ana Morr~son-Knudson Garrits are
nar.led as addItIonal Insured.
_~dci_' 1j~s ~ .. i? not_~pp.1Jg9!>J._~.j~5LW9.~k~J::"~~gWP?n~a.tJQn.~___,,, _____. ___... .__... .
CERTIFICA TE HOLDER CANCELLA TION
Monroe County SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
5100 Junior College Road West EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
Key West, Florida 33040 MAIL --6D- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
.~..~_.~__..__._.__~__.,._. 4__"'_'__"__*'~'_ ,~. _~._'."'4' .. ._...,_..._.*_"_..A______~...m_.___"_-.-4.--.-.-.- .~....
ACORD 25-S (7/90)
^"'~ '''",''''''''..E--,.ifn R,' Nottingham
."~~&1~ K. ( \ &d!Fb/ctf-'. lati1~ I
,_ ,__" __. ... .. @ACOFtW CORPOR~ !~~~ 1990 :
,.
TABLB OF CONTENTS
BID GROUP 3
1. Bidding Documents (Volume I)
03/24/92
section 00030
section 00050
section 00100
section 00113
section 00114
section 00115
section 00116
section 00117
section 00118
section 00119
section 00120
section 00121
section 00127
section 00128
section 00129
section 00130
section 00131
section 00132
section 00133
section 00134
section 00135
section 00136
section 00137
section 00138
section 00139
Section 00140
section 00141
Section 00142
Section 00148
section 00149
section 00143
section 00144
section 00145
section 00146
Notice of Calling for Bids
Project Summary
Instructions to Bidders
Proposal Forms:
Security Systems
Prime Electrical Contract Zones
A,B,C,D,E
Mechanical Process and HVAC
Prime Plumbing Contract Zones A,B,C,D,E
Fire Protection System
Food Service Equipment
Laundry Equipment
Loading Dock Equipment
Pneumatic Tube System
Metals-Ooors-Glazing
Masonry
Concrete
Roofing
stairs & Miscellaneous Metals
Sprayed Insulation
Sealants
Gypsum Board, Lath & Plaster
Carpentry
Special Flooring
Access Flooring, Resilient Flooring &
Carpet
Ceramic Tile
Acoustical Ceilings
Painting & Wallcovering
Fence & Gates
Asphaltic Concrete Paving
Wastewater Treatment Plant & utilities
Landscaping
Schedule of unit Prices:
Security Systems
Prime Electrical Contract Zones
A,B,C,D,E
Mechanical Process and HVAC
Prime Plumbing Contract Zones A,B,C,D,E
TABLE OF CONTENTS (ADD. 8)
00001 - 1
03/24/92
section 00147
section 00157
section 00163
section 00220
section 00230
section 00303
section 00305
Section 00307
Section 00309
Section 00310
section 00311
section 00312
section 00313
section 00314
section 00315
section 00316
section 00317
Section 00318
section 00319
section 00320
section 00321
section 00327
section 00328
section 00329
section 00330
section 00331
section 00332
Section 00333
Section 00334
section 00335
Section 00336
section 00337
Section 00338
Section 00339
Section 00340
section 00341
Section 00342
section 00343
section 00344
Section 00353
Fire Protection Sjstem
Metals-Doors-Glazing
Pre-Bid Substitutions
Geotechnical Data
site survey
Scopes of Work for Reference (BG-1 and
BG-2):
site Electrical & Temporary Power
site Grading & Caissons
Concrete Foundations
site Plumbing
Precast Concrete
Hydraulic Elevators
Precast Embeds
Scopes of Work:
Security systems
Prime Electrical Contract Zones
A,B,C,O,E
Mechanical Process and HVAC
Prime Plumbing Contract Zones A,8,C,O,E
Fire Protection System
Food Service Equipment
Laundry Equipment
Loading Dock Equipment
Pneumatic Tube System
Metals-Doors-Glazing
Masonry
Concrete
Roofing
stairs & Miscellaneous Metals
Sprayed Insulation
Sealants
Gypsum Board, Lath , Plaster
Carpentry
Special Flooring
Access Flooring, Resilient Flooring &
Carpet
Ceramic Tile
Acoustical Ceilings
Painting , Wallcovering
Fence & Gates
Asphaltic Concrete Paving
Wastewater Treatment Plant & utilities
Landscaping
Milestone Schedule
TABLE OF CONTENTS (ADD. 8)
00001 - 2
section 00410
section 00420
section 00425
section 00430
Section 00440
section 00450
Bid Bond - AlA Document A310, February
1970 edition
Sworn statement on Public Entity Crimes
Lobbying and Conflict of Interest Clause
Non-Collusion Affidavit
Proposed Subcontractor Listing
Contractor's Qualification statement -
AlA Document A305
2. contract Documents (Volume I)
section 00500 standard Form of Agreement Between Owner
and Contractor - AlA Document A10l/CM,
June 1980 edition
section 00610 Public Construction Bond
3. Conditions (Volume I)
section 00750 General Conditions, AlA Document
A201/CM, June 1980 edition
section 00800 Substantial completion and Owner
Acceptance
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
Liens
section 00910 Consent of Surety to Final Payment - AIA
Document G707, April 1970 edition
section 00915 Affidavit and Partial Release of Lien
section 00970 Project Safety and Health Plan
section 00980 Contractor Quality Control Plan
03/24/92
00001 - 3
TABLE OF CONTENTS (ADD. 8)
4. Drawings
section 00993 Schedule of Drawings, Bid Group 3
5. General Requirements (Volume I)
Section 01027
section 01028
section 01130
section 01200
section 01301
section 01310
section 01370
section 01385
section 01395
section 01410
section 01510
section 01520
section 01550
section 01560
section 01580
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
Security Project Procedure~
Project Meetings
Submittals
Progress Schedules
Schedule of Values
Daily Construction Reports
Document Clarification Requests
Testing Laboratory Services
Temporary utilities
Construction Aids
Access Roads and Parking Areas
Temporary Controls
Project Identification and Signs
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
03/24/92
00001 - 4
TABLE OF CONTENTS (ADD. 8)
6. Technical specifications, Bid Group Three, (Volume II, dated
November 11, 1991)
ADDENDA
Addendum No. 1, section 00901, pages 00901-1 thru
00901-7.
Addendum No. 2, section 00902, pages 00901-1 thru
00902-7.
Addendum No. 3, section 0090,3, pages 00903-1 thru
00903-7.
Addendum No. 5, section 00905, page 00905-1, with
Revisions to Contract Documents No. 1, pages 1 and 2.
Addendum No. 6, section 00906, page 00906-1, with
Revisions to Contract Documents No. 2, page 1.
Addendum No. 7, Section 00907, page 00907-1.
DIVISION 2 - SITEWOR~
section 02211
section 02215
section 02222
section 02226
section 02510
section 02518
section 02520
section 02580
section 02644
Section 02721
section 02730
section 02732
section 02733
section 02800
section 02810
Section 02830
section 02835
section 02930
section 02950
Rough Grading
Finish Grading
Excavating, Backfilling And Compacting
For structures
Excavating, Backfilling and Compacting
For utilities
Asphaltic Concrete Paving
Concrete Unit Pavers
Portland Cement Concrete Paving
Pavement Marking
Water Mains
Sewer Structures
Sanitary Sewerage
Sewage Force Mains
Sewage Pump Station
site Improvements
Irrigation system
Fence And Gates
Barbed Tape
Lawns
Trees, Shrubs And Ground Cover
DIVISION 3 - CONCRETB
section 03100
section 03200
section 03300
section 03520
section 03600
Concrete Formwork
Concrete Reinforcement
cast-in-Place Concrete
Insulating Concrete Decks
Grout
03/24/92
00001 - 5
TABLE OF CONTENTS (ADD. 8)
DIVISION 4 - MASONR-I
section 04200 Unit Masonry
DIVISION 5 - METALS
section 05180
section 05500
section 05510
section 05810
Miscellaneous structural Steel
Metal Fabrications
Metal stairs
. Expansion Joint Covers Assemblies
DIVISION 6 - WOOD AND PLASTIC
section 06100
section 06200
Rough Carpentry
Finish Carpentry
DIVISION 7 - THERMAL AND MOISTURB PROTECTION
section 07115
section 07210
section 07215
section 07272
section 07530
section 07730
section 07900
Sheet Waterproofing
Building Insulation
sprayed Insulation
Firestop And Penetration Sealing System
single Ply Roofing
Roof Accessories
Joint Sealers
DIVISION 8 - DOORS AND WINDOWS
section 08100
section 08211
section 08300
section 08305
section 08320
Section 08410
section 08660
section 08710
section 08800
section 08842
section 08902
Metal Doors And Frames
Flush Wood Doors
Special Doors
Access Panels And Doors
Security Metal Doors And Frames
Aluminum Entrances
Security Windows
Door Hardware
Glazing
Security Glazing
Aluminum window Walls
DIVISION 9 - FINISHES
section 09110
section 09200
section 09250
section 09300
section 09510
section 09650
section 09680
section 09700
section 09800
Non-Load Bearing Wall Framing Systems
Lath and Plaster
Gypsum Board
Tile
Acoustical Ceilings
Resilient Flooring
Carpet
Special Flooring
special coatings
03/24/92
00001 - b
TABLE OF CONTENTS (ADD. 8)
DIVISION 9 - FINISHES. cont'4
section 09830
section 09900
section 09950
Elastomeric coating
Painting
Wallcovering
DIVISION 10 - SPECIALTIES
section 10100
,Section 10160
section 10200
Section 10270
Section 10350
Section 10500
section 10520
section 10550
section 10606
section 10800
section 10900
Chalkboards And Tackboards
Solid Plastic Toilet Partitions
Louvers and Vents
Access Flooring
Flagpole
Steel Lockers
Fire Extinguisher Cabinets
Postal Specialties
Security Fencing Assembly
Toilet Accessories
Miscellaneous Specialties
DIVISION 11 - EOUIPMENT
section 11110
section 11160
section 11197
section 11200
section 11202
section 11203
section 11204
section 11205
section 11206
Section 11208
Section 11211
section 11212
section 11217
section 11218
section 11222
section 11224
Section 11400
section 11480
section 11704
Laundry Equipment
Loading Dock Equipment
security/Detention Equipment
Basic Electronic Security Requirements
System Central Processing unit
Fire Alarm Interface
Programmable Logic Controller
Address Panels
Relay Cabinets
Card Access Control
situation Man-Down Equipment
Closed Circuit video Equipment
Vehicle Loop Detection
Operational Intercom System
Inmate/Attorney Telephones
Metal Detection Equipment
Food Service Equipment
Athletic Equipment
Ice Machines
DIVISION 13 - RADIATION PROTECTION
section 13090 Radiation Protection
DIVISION 14 - CONVEYING SYSTEMS
Section 14700 Pneumatic Tube system
section 14240 Hydraulic Elevators
03/24/92
00001 - 7
TABLE OF CONTENTS (ADD. 8)
DIVISION 15 - MECHANICAL
section 15000
section 15050
Section 15060
section 15085
section 15100
section 15110
section 15130
section 15140
section 15160
section 15175
section 15242
section 15252
section 15290
section 15330
section 15403
section 15404
section 15408
section 15410
section 15430
section 15440
section 15460
section 15470
section 15490
Section 15517
section 15540
section 15684
section 15714
section 15770
section 15785
section 15855
section 15858
Section 15880
section 15884
section 15885
section 15890
section 15894
section 15936
section 15950
section 15965
Section 15992
section 15995
General Provisions
Water Treatment
pipe and pipe Fittings
piping Identification
Valves
Heat Trace System
Thermometers and Gages
pipe Hangers And supports
Pumps
Variable Speed Motor Control for Fans
and Pumps
Vibration Isolation
pipe And Equipment Insulation
Ductwork Insulation
Wet-Sprinkler System
Water Booster Pumps
Domestic Water Softener
Soil, Waste and Vent System
storm Drainage system
Plumbing specialties
Plumbing Fixtures and Accessories
Sump Pumps
Hot Water storage Heater
Fuel storage And Dispensing Systems
Hydronic Specialties
Emergency Generator Auxiliaries
Centrifugal Chillers
Blow Thru Cooling Tower
Make-Up Air units
Fan Coil units
Air Handling Units
Fans
Fire Dampers
Combination Smoke And Fire Dampers
Air Filters
Ductwork
Air Terminal Units
Grilles, Registers, Diffusers
Automatic Temperature Control systems
Building Automation system
Tests - piping Systems
system Balancing and Testing
03/24/92
00001 - 8
TABLE OF CONTENTS (ADD. 8)
DIVISION 16 - ELECTRICAL
section 16010
section 16111
section 16111
section 16120
section 16155
section 16161
Section 16170
Section 16199
Section 16300
section 16351
section 16400
section 16425
section 16450
section 16461
section 16470
section 16471
section 16472
section 16500
section 16601
section 16605
section 16660
section 16721
section 16781
section 16930
Electrical General provisions
Conduit Systems - Bid Group 3
Conduit Systems - Bid Group 2
Wire and Cable
Combination Motor starters
Motor Control Centers
Disconnect Switches
Wiring Devices and Plates
Standby Power Generation
Uninterruptible Power Supply
Service and Power Distribution Systems
Main Service switchboard
Electrical Systems Grounding
Dry Type Distribution Transformers
Distribution Panelboards - Circuit
Breaker Type
Feeder and Branch Circuits and Emergency
wiring
Branch Circuit Panelboards - Circuit
Breaker Type
Lighting
Lightning Protection System
Transient Voltage/Surge Protection
wiring for Equipment Furnished by Others
Fire Alarm System
Telephone Conduit Systems
Lighting Control Equipment
03/24/92
00001 - 9
TABLE OF CONTENTS (ADD. 8)
SECTION 00993
SCHEDULE OF DRAWINGS
NuMBER
0.00
0.01
0.02A
0.03
0.04
0.05
1. OOA
1.00B
1.00C
1.01A
1.02A
1. 03A
1.04A
1.05A
1. 06
l.06A
1.07A
1.08A
1.09A
DRAWING TITLE
Cover
Index of Drawings
symbols and Abbreviations (Architectural)
Life Safety plan Ground Floor
Life Safety Plan First Floor
Life Safety plan 2nd Floor
Existing Conditions North
Existing Conditions Central
Existing Conditions South
Not Used
Not Used
Final site Layout Central
Final site Layout and Grading South
Final Grading North
Rough Grading and Drainage
Final Grading and Drainage central
Not Used
Final site utilities central
Not Used
1.10 Entrance Enlarge~ent
1.11 Landscape Plan North
1.12 Landscape Plan Central
DRAWING
LATEST
REVISION DATE
Rev 11/11/91
1 Rev 11/11/91
2 Rev 01/09/92
2 Rev 01/09/92
2 Rev 01/09/92
1 Rev 11/11/91
1 Rev 11/11/91
1 Rev 11/11/91
2 Rev ..O~~
4 Rev 04/03/92
Be 3 1 0 f-l-5-f9-l
l Rev 04/ OJ /92
1 Rev 11/11/91
4 Rev 02/18/92
:l Rev 02/07/92
2 Rev 04/03j92
~~~-fBHJH
3 Rev 04/03/92
1 Rev 02/07/92
BG3 10/15/91
1 Rev 02/07/92
05/02/92 BG-3 SCHEDULE OF DRA'~INGS (ADD. 11)
00993 - 1
1. 13 Landscape Plan South
1. 14 Irrigation Plan l~orth
1. 15 Irrigation plan Central
1.16 Irrigation Plan South
1. 17 Pump station Grinder Details
1.18 Not Used
1.19 Not used
1. 20 site Details Fencing and Paving
1. 21 Landscape Irrigation Details
1. 22 civil Details
3.01 Not Used
3.02 Foundation Plan, Ground Floor Zone B
3.03 Not Used
3.04 Not Used
3.05 Not Used
3.06 Not Used
3.07 Framing Plan First Floor Zone A
3.08 Framing Plan First Floor Zone B
3.09 Framing plan First Floor Zone C
3.10 FraT.1ing Plan First Floor Zone D
3.11 Framing Plan First Floor Zone E
3.12 Framing Plan First Floor Zone F Alternate
3.13 Framing plan Second Floor Zone A
3.14 Framing plan Second Floor Zone B
3.15 Framing Plan Second Floor Zone C
BG3 10/15/91
BG3 10/15/9]
1 Rev 02/07/92
BG3 10/15/91
1 Rev 11/11/91
2 Rev.CJ2./07/9-?;
3 R ev.9.1.1?819 2
BG3 10/15/91
BG3 10/15/91
1 Rev 02/18/92
3 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
6 Rev 02/07/92
6 Rev 02/07/92
BG3 11/11/91
5 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
00993 - 2
05/02/92
BG-3 SCHEDULE OF DRA\'HNGS (ADD. 11)
3.16 Framing Plan Hezzanine Level Zone D 5 Rev 02/07/92
3.17 Framing plan Mezzanine Level Zone E 5 Rev 02/07/92
3.18 Framing Plan Mezzanine Floor Zone F BG3 11/11/91
Alternate
3.19 Framing Plan Mechanical Plenum Zone D BG3 11/11/91
3.20 Framing Plan Mechanical Plenum Zone E BG3 11/11/91
3.21 Framing Plan Mechanical Plenum Zone F BG3 11/11/91
Alternate
3.22 Framing Plan Roof Level Zone A 4 Rev 02/07/92
3.23 Framing Plan Roof Level Zone B 3 Rev 02/07/92
3.24 Framing Plan Roof Level Zone C 3 Rev 02/07/92
3.25 Framing plan Roof Level Zone D 5 Rev 02/07/92
3.26 Framing Plan Roof Level Zone E 5 Rev 02/07/92
3.27 Framing Plan Roof Level Zone F Alternate BG3 11/11/91
3.28 Not Used
3.29 Not Used
3.30 Not Used
3.31 Foundations, sections and Details 4 Rev 02/18/92
3.32 Typical Details 4 Rev 02/07/92
3.33 sections & Details 4 Rev 02/07/92
3.34 sections & Details 3 Rev 02/07/92
3.35 Precast Hall Schedule & Details 4 Rev 02/07/92
3.36 Precast Column Schedule & Details 4 Rev 02/07/92
3.37 General Notes & Abbreviations & Typical 4 Rev 02/07/92
Details
3.38 sections & Details 3 Rev 02/07/92
3.39 sections & Details 5 Rev 02/07/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 3
05/02/92
4.01
4.01A
4.02
4.02A
4.03
4.03A
4.04
4.04A
4.05
4.05A
4.06
4.06A
4.07
4.08
4.09
4.10
4.11
4.12
4.13
4.14
4.15
4.16
05/02/92
Exterior Building Plan Ground Floor Zone A 1 Rev 02/07/92
Building plan Ground Floor Zone A 1 Rev 02/07/~~
Exterior Building Plan Ground Floor Zone B BG3 11/11/91
Building Plan Ground Floor Zone B BG3 10/15/91
Exterior Building Plan Ground Floor Zone C BG3 11/11/91
Building Plan Ground Floor Zone C BG3 10/15/91
Exterior Building Plan Ground Floor Zone D BG3 11/11/91
Building Plan Ground Floor Zone D Housing BG3 10/15/91
Exterior Building Plan Ground Floor Zone E BG3 11/11/91
Housing
Building Plan Ground Floor Zone E Housing BG3 10/15/91
Exterior Building Plan Ground Floor Zone F BG3 11/11/91
Housing Alternate
Building Plan Ground Floor Zone F Housing BG3 10/15/91
Alternate
Exterior Building Plan First Floor Zone A 1 Rev 02/07/92
Exterior Building Plan First Floor Zone B BG3 11/11/91
Exterior Building plan First Floor Zone C 4 Rev 02/07/92
Exterior Building Plan First Floor Zone D BG3 11/11/91
Housing
Exterior Building plan First Floor Zone E BG3 11/11/91
Housing
Exterior Building Plan First Floor Zone F BG3 11/11/91
Housing Alter~ate
Exterior Building Plan Second Floor Zone A 4 Rev 02/07/92
Exterior Building plan Second Floor Zone B BG3 11/11/91
Exterior Building plan Second Floor Zone C 3 Rev 02/07/92
Exterior Building plan Mezzanine Level 4 Rev 04/03/92
Zone D Housing
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 4
4.17 Exterior Building Plan Mezzanine Level
Zone E Housing
4.18 Exterior Building Plan Mezzanine Level
Zone F Housing Alternate
4.19 Mechanical Plenu~ Plan Zone D
4.20 Mechanical plenun Plan Zone E
4.21 Mechanical Plenun Plan Zone F Alternate
4.22 Building Plan Roof Level Zone A
4.23 Building Plan Roof Level Zone B
4.24 Building Plan Roof Level Zone C
4.25 Building Plan Roof Level Zone D
4.26 Building plan Roof Level Zone E
4.27 Building Plan Roof Level Zone F Alternate
4.28 Exterior Elevations
4.29 Exterior Elev~tions
4.30 Exterior Elevations
4.31 Exterior Elevations
4.32 Exterior Elevations
4.33 Exterior Elevations
4.33A Exterior Elevations
4.34 Wall sections
4.35 Wall sections
4.36 Wall sections
4.37 Wall sections
4.38 Exterior Details
4.39 Exterior Details
4.40 Exterior Details
BG3 11/11/91
BG3 11/11/91
BG3 11/11/91
BG3 11/11/91
BG3 11/11/91
4 Rev 02/07/92
3 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
BG3 11/11/91
2 Rev 02/07/92
1 Rev 02/07/92
3 Rev 02/07/92
3 Rev 02/07/92
BG3 11/11/91
BG3 11/11/91
2 Rev 02/07/92
4 Rev 02/07/92
3 Rev 02/07/92
2 Rev 02/07/92
5 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
5 Rev 02/07/92
05/02/92 BG-3 SCHEDCLE OF DRAWINGS (ADD. 11)
00993 - 5
4.41
4.41A
4.41B
4.42
4.43
4.44
4.45
4.46
4.47
4.47A
4.48
4.49
4.50
4.51
4.52
4.53
4.54
4.55
4.5.6
4.57
4.58
4.59
4.60
4.61
Exterior Details
Exterior Details
Exterior Details
Metal Door & window Frame Elevations &
Details, Door Schedule
Not used
Not Used
Not Used
stair Plans & sections
stair Plans & sections
stair Plans & sections
stair Details
Elevator Plans & sections
Elevator Details
Enlarged Cell - plans & Elevations
Not Used
Interior Building Plan First Floor Zone A
Interior Building Plan First Floor Zone B
Interior Build ing Plan First Floor Zone C
Interior Building Plan First Floor Zone D
Housing
Interior Building Plan First Floor Zone E
Housing
Interior Building Plan First Floor Zone F
Housing Alternate
Interior Building Plan Second Floor Zone A
Interior Building plan Second Floor Zone B
Interior Building plan Second Floor Zone C
05/02/92
BG-3 SCHEDULE OF DRPJ'lINGS (ADD. 11)
BG3 11/11/91
BG3 11/11/9'
3 Rev 02/07/92
3 Rev 12/20/91
BG3 11/11/91
3 Rev 02/07/92
EG3 11/11/91
BG3 11/11/91
2 Rev 02/07/92
2 Rev 02/07/92
BG3 11/11/91
3 Rev 02/07/92
2 Rev 01/09/92
1 Rev 11/11/91
2 Rev 01/09/92
2 Rev 01/09/92
1 Rev 01/09/92
2 Rev 02/07/92
1 Rev 11/11/91
1 Rev 11/11/91
00993 - 6
4.62
4.63
4.64
4.65
4.66
4.67
4.67A
4.68
4.69
4.70
4.71
4.72
4.73
4.74
4.75
4.76
4.77
4.78
4.79
4.79A
4.80
6.01
6.02
Interior Building Plan Mezzanine Level D
Housing
Interior Building Plan Mezzanine Level
Zone E Housing
Interior Building Plan Mezzanine Level
Zone F Housing Alternate
Building sections
Building sections
Not Used
Partition Types
Interior Details
Interior Details
Interior Details
Interior Details
Interior Details
Door schedule
Door Schedule
Door Schedule
H.M. Elevations
Door and Window Details and Buck Types
Finish Schedule
Finish Schedule
Finish Schedule
Miscellaneous Details
Reflected ceiling plan Ground Floor Zone A
Not Used
1 Rev 02/07/92
2 Rev 02/07/92
BG3 10/15/91
BG3 10/15/91
2 Rev 01/02/92
2 Rev 02/07/92
2 Rev 02/07/92
1 Rev 02/07/92
2 Rev 02/07/92
1 Rev 02/07/92
2 Rev 02/07/92
3 Rev 01/09/92
4 Rev 01/09/92
2 Rev 01/09/92
1 Rev 01/09/92
BG3 10/15/91
4 TIc\' -D-4lfJ3~
5 Rev 04/28/92
4 Rev 0t,/03--j-9-2-
5 Rev. 04/28/92
:2-H€v-l-'2-T2~
5Rey04128j92
BG3 10/15/91
1 Rev 02/07/92
05/02/92
00993 - 7
BG-3 SCHEDULE OF DRA\>HNGS (ADD. 11)
6.03
Reflected ceiling Plan Ground Floor Zone C
6.04 Not Used
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
7.00
7.01
7.02
7.03
7.04
05/02/92
Not Used
Not Used
Reflected Ceil ing plan First Floor Zone A
Reflected Ceiling Plan First Floor Zone B
Reflected Ceiling Plan First Floor Zone C
BG) 10/15/91
1 Rev 02/07/92
BG) 10/15/91
BG3 10/15/91
Reflected Ceiling Plan First Floor D Housing BG) 10/15/91
Reflected Ceiling Plan First Floor Zone E
Housing
Reflected Ceiling Plan First Floor Zone F
Housing Alternate
Reflected ceiling plan Second Floor Zone A
Reflected ceiling Plan Second Floor Zone B
Reflected ceiling Plan Second Floor Zone C
Reflected Ceiling plan Mezzanine Level
Zone 0 Housing
Reflected Ceiling Plan Mezzanine Level
Zone E Housing
Reflected Ceiling Plan Mezzanine Level
Zone F Housing Alternate
ceiling Details
ceiling Details
standard Mounting Heights
Not used
Not used
Equipment plan Ground Floor Zone C
Not Used
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
BG3 10/15/91
BG) 10/15/91
1 Rev 02/07/92
1 Rev 12/20/91
BG) 10/15/91
1 Rev 02/07 ,2
1 Rev 02/07/92
BG3 10/15/91
2 Rev 02/07/92
2 Rev 04/03/92
1 Rev 11/11/91
BG) 10/15/91
0099) - 8
7.05
Not Used
7.06
Not Used
7.07 Equipment Plan First Floor Zone A
7.08 Equipment Plan First Floor Zone B
7.09 Equipment Plan First Floor Zone C
7.10 Equipment Plan First Floor Zone 0 Housing
7.11 Equipment Plan First Floor Zone E Housing
7.12 Equipment Plan First Floor Zone F Housing
Alternate
7.13 Equipment Plan Second Floor Zone A
7.14 Equipment Plan Second Floor Zone B
7.15 Equipment Plan Second Floor Zone C
7.16 Equipment Plan Mezzanine Level Zone 0
Housing
7.17 Equipment Plan Mezzanine Level Zone E
Housing
7.18 Equipment Plan Mezzanine Level Zone F
Housing Alternate
7.19 Enlarged Toilet/Shower Equipment Plan
7.20 Enlarged Plans
7.21 Millwork Elevations
7.22 Millwork Elevations
7.23 Millwork Elevations
7.24 Millwork Elevations
7.25 Millwork Details
7.26 Millwork Details
FS-l Food Service Equipment Schedule
FS-2 Food Service Equipment Plan
05/02/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
1 Rev 11/11/91
BG3 10/15/91
BG3 10/15/91
1 Rev 11/11/91
1 Rev 11/11/91
1 Rev 11/11/91
1 Rev 04/03/92
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
2 Rev 02/07/92
1 Rev 02/07/92
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
2 Rev 01/02/92
BG3 10/15/91
BG3 10/15/91
00993 - 9
fS-3
Food Service Mechanical Plan
fS-4
Food Service Electrical Plan
fS-5
Food Service Plu~bing Plan
fS-6
Food Service Eq~ipment Details
FS-7
Food Service Equipment Details
L-1
Laundry Equipment Plan and Schedule
L-2
Laundry Mechanical Plan
L-3
Laundry Electrical Plan
L-4
Laundry Plumbing Plan
v ol.,_IJ_
0.00
Cover
0.01
Index of Drawings
8.00
Plumbing Legend
8.00A
Plumbing Schedules
8.01
Plumbing Ground Floor Zone A
8.02 Plumbing Ground Floor Zone B
8.03 Plumbing Ground Floor Zone C
8.04 Plumbing Ground Floor Zone 0 Housing
8.05 Plumbing Ground Floor Zone E Housing
8.06 Plumbing Ground Floor Zone F Housing
Alternate
8.07 Plumbing First Floor Zone A
8.08 Plumbing First Floor Zone B
8.09 Plumbing First Floor Zone C
8.10 Plumbing First Floor Zone D Housing
8.11 Plumbing First Floor Zone E Housing
05/02/92 BG-3 SCHEJULE OF DRAWINGS (ADD. 11)
BG3 10/15/91
BG3 10/15/9-
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
Rev 11/11/91
BG3 10/15/91
1 Rev 12/20/91
3 Rev 02/0'
2
BG3 10/15/91
3 Rev 01/02/92
2 Rev 01/09/92
BG3 10/15/91
1 Rev 11/11/91
2 Rev 02/07/92
BG3 10/15/91
1 Rev 01/02/92
2 Rev 01/09/92
1 Rev 12/20/91
00993 - If
8.12 Plumbing First Floor Zone F Housing 1 Rev 11/11/91
Alternate
8.13 PluTi,bing Second Floor Zone A 1 Rev 01/09/92
8.14 Plumbing Second Floor Zone B BG3 10/15/91
8.15 Plumbing Second Floor Zone C 2 Rev 12/20/91
8.16 Plumbing Mezzanine Level Zone D Housing 1 Rev 12/20/91
8.17 Plumbing Mezzanine Level Zone E Housing BG3 10/15/91
8.18 Plumbing Mezzanine Level Zone F Housing BG3 10/15/91
Alternate
8.19 Plumbing Plenum Plan Zone 0 Housing 1 Rev 01/09/92
8.20 Plumbing Plenum Plan Zone E Housing BG3 10/15/91
8.21 Plumbing Plenum Plan Zone F Housing BG3 10/15/91
Alternate
8.22 Plumbing Schedules and Details 1 Rev 01/02/92
8.23 Plumbing Riser Diagram 2 Rev 02/07/92
8.24 Plumbing Riser Diagram 1 Rev 01/09/92
8.25 Plumbing Riser Diagram 1 Rev 01/09/92
8.26 Plumbing Riser Diagram BG3 10/15/91
8.27 Plumbing Riser Diagram BG3 10/15/91
8.28 Plumbing Riser Diagram BG3 10/15/91
8.29 Plumbing Riser Diagram BG3 10/15/91
8.30 Plumbing Riser Dicgram BG3 10/15/91
8.31 PluT.1bing Riser Dicgram BG3 10/15/91
8.32 plupbing Riser Dicgram 1 Rev 11/J]/91
8.33 PluTilbing Riser Dicgram BG3 10/15/91
8.34 Plumbing Riser Dicgram BG3 10/15/91
8.35 Plunbing Kitchen Plan 1 Rev 01/02/92
05/02/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 11
8.J6
9.01
9.02
9.0J
9.04
9.05
9.06
9.07
9.08
9.09
9.10
9.11
9.12
9.13
9.14
9.15
9.16
9.17
9.18
9.19
9.20
9.21
9.22
10.01
Waste Handling System Details
Not used
Not Used
Not Used
Not Used
Not used
Not Used
piping Plan First Floor Zone A
piping Plan First Floor Zone B
piping Plan First Floor Zone C
piping Plan First Floor Zone 0 Housing
piping Plan First Floor Zone E Housing
piping Plan First Floor Zone F Housing
Alternate
piping Plan Second Floor Zone A
piping Plan Second Floor Zone B
piping plan Second Floor Zone C
piping plan Mezzanine Level Zone 0 Housing
piping Plan Mezzanine Level Zone E Housing
piping Plan Mezzanine Level Zone F Housing
Alternate
Not Used
Not Used
Fuel oil Details
piping Diagrams
Not Used
10.02 HVAC Plan Ground Floor Zone B
05/02/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
1 Rev 01/02/92
BG3 10/15/91
BGJ 10/15/91
BG3 10/15/91
BG3 10/15/91
BGJ 10/15/91
BGJ 10/15/91
BG3 10/15/91
BGJ 10/15/':7J..
BGJ 10/15/91
BGJ 10/15/91
BGJ 10/15/91
BGJ 10/15/91
BGJ 10/15/91
BG3 10/15/91
BG3 10/15/91
00993 - 1.....
10.03 HV.z..c Plan Ground Floor Zone C BG3 10/15/91
10.04 HVAc Plan Ground Floor Zone D Housing BG3 10/15/91
10.05 HVAC plan Ground Floor Zone E Housing BG3 10/15/91
10.06 HVAc Plan Ground Floor Zone F Housing BG3 10/15/91
Alternate
10.07 HVAc Plan First Floor Zone A 1 Rev 02/07/92
10.08 HVAC Plan First Floor Zone B BG3 10/15/91
10.09 HVAC Plan First Floor Zone C BG3 10/15/91
10.10 HVAC Plan First Floor Zone 0 Housing 1 Rev 01/09/92
10.11 HVAc plan First Floor Zone E Housing 1 Rev 01/09/92
10.12 HVAC Plan First Floor Zone F Housing 1 Rev 01/09/92
Alternate
10.13 HVAC Plan Second Floor Zone A 1 Rev 02/07/92
10.14 HVAC plan Second Floor Zone B 1 Rev 12/20/91
10.15 HVAC Plan Second Floor Zone C 1 Rev 01/09/92
10.16 HVAc Plan Mezzanine Level Zone D Housing BG3 10/15/91
10.17 HVAC Plan Mezzanine Level Zone E Housing BG3 10/15/91
10.18 HVAc plan Mezzanine Level Zone F Housing BG3 10/15/91
Alternate
10.19 HVAC plenum Plan Zone D Housing BG3 10/15/91
10.20 HVAC Plenum Plan Zone E Housing BG3 10/15/91
10.21 HV.;c Plenum Plan Zone F Housing Alternate BG3 10/15/91
10.22 Not Used
10.23 Not Used
10.24 HVAC Plan Roof Level Zone C 1 Rev 01/09/92
10.25 Not Used
10.26 Not Used
05/02/92
BG-3 SCHEDULE OF DRA\'HNGS (ADD. 11)
00993 - 13
10.27
10.28
10.29
10.30
10.31
10.32
10.))
10.)4
10.35
10.)6
10.)7
11.00
11.00A
11.01
11.02
11.03
11.04
11. 05
11.06
11.07
11.08
11.09
11.10
05/02/92
Not Used
Enlarged Mechanical Room Plan
HVAC Details
HVAc Details
HVAc Details
HVAC Schedules
HVAc Schedules
HVAC Schedules
Central Plant Control Diagrams
HVAc Temperature Control
HVAc Smoke Control
Electrical Symbols and Notes
Electrical site Lighting Plan
power and Lighting Plan Ground Floor
Zone A
Power and Lighting Plan Ground Floor
Zone B
Power and Lighting Plan Ground Floor
Zone C
Power and Lighting Plan Ground Floor
Zone 0 Housing
power and Lighting Plan Ground Floor
Zone E Housing
Power and Lighting Plan Ground Floor
Zone F Housing Alternate
Power Plan First Floor Zone A
Lighting Plan First Floor Zone A
Power Plan First Floor Zone B
Lighting plan First Floor Zone B
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
BG) 10/15/9'
BG3 10/15/91
BG) 10/15/91
BG3 10/15/91
BG3 10/15/91
1 Rev 11/11/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG) 10/15/91
BG) 10/15/91
1 Rev 02/07/92
BG) 10/15/91.
1 Rev 01/02/92
BG) 10/15/91
BG3 10/15/91
BG3 10/15/91
2 Rev 03/04/92
BG) 10/15/91
2 Rev 0)/04/92
BG) 10/15/91
00993 - 14
11.11
11.12
11.13
11.14
11.15
11.16
11.17
11.18
11.19
11.20
11.21
11.22
11.23
11. 24
11.25
11.26
11.27
11. 28
11.29
11.30
Power Plan First Floor Zone C
Lighting Plan First Floor Zone C
Power Plan First F~oor Zone 0 Housing
Lighting Plan First Floor Zone D Housing
Power Plan First Floor Zone E Housing
Lighting Plan First Floor Zone E Housing
Power Plan First Floor Zone F Housing
Alternate
Lighting Plan First Floor Zone F Housing
Alternate
Power Plan Seeond Floor Zone A
Lighting Plan Second Floor Zone A
Power Plan Second Floor Zone B
Lighting Plan Second Floor Zone B
Power Plan Second Floor Zone C
Lighting Plan Second Floor Zone C
Power Plan Mezzanine Level Zone D Housing
2 Rev 03/04/92
BG3 10/15/91
3 Rev 03/04/92
BG3 10/15/91
3 Rev 03/04/92
BG3 10/15/91
2 Rev 01/02/92
BG3 10/15/91
1 Rev 03/04/92
BG3 10/15/91
2 Rev 03/04/92
1 Rev 12/20/91
1 Rev 03/04/92
BG3 10/15/91
2 Rev 03/04/92
Power Plan Mezzanine Level Zone E Housing
Lighting Plan Mezzanine Level Zone 0 Housing BG3 10/15/91
2 Rev 03/04/92
Lighting Plan Mezzanine Level Zone E Housing BG3 10/15/91
Power Plan Mezzanine Level Zone F Housing
Alternate
1 Rev 12/20/91
Lighting plan Mezzanine Level Zone F Housing BG3 10/15/91
Alternate
11.31 Power and Lighting Plan Plenum Plan Zone 0
Housing
11.32 Power and Lighting Plan Plenum Plan Zone E
Housing
11.33 Power and Lighting Plan Plenum Plan Zone F
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
05/02/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 15
11.34
11.35
11.36
11.37
11.38
11.39
11.40
11.41
11.42
11.43
11.44
11.45
11.46
11.47
11.48
11. 49
11.50
11.51
11.52
Housing Alternate
Power Plan Roof Level Zone A
Power Plan Roof Level Zone B
Power Plan Roof Level Zone C
Power Plan Roof Level Zone 0
power plan Roof Level Zone E
Power Plan Roof Level Zone F Alternate
Electrical Enlarged Kitchen plan
Electrical Enlarged Laundry plan
Lightning Protection Plan
Lightning Protection plan Details
Electrical Riser Diagram Part I
Electrical Riser Diagram Part 2
Electrical Sehedules and Details
Electrical Schedules and Details
Electrical Schedules and Details
Electrical Schedules and Details
Electrical Sched~les and Details
Electrical Schecules and Details
Not Used
12.01 communications Plan Ground Floor Zone A
12.02 comffiunications Plan Ground Floor Zone B
12.03 COffiDunications Plan Ground Floor Zone C
12.04 communications Plan Ground Floor Zone 0
Housing
12.05 communications Flan Ground Floor Zone E
Housing
05/02/92 BG-3 SCHEDCLE OF DRAh'INGS (ADD. 11)
BG 3 10/ 1 ~ ' 1
BG3 10/15/91
1 Rev 01/09/9;
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
2 Rev 01/02/9.
1 Rev 11/11/9
BG3 10/15/91
5 Rev 03, ./9
1 Rev 11/11/9
2 Rev 01/09/9
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
1 Rev 03/04/9
BG3 10/15/91
BG3 10/15/91
00993 -
12.06
12.07
12.08
12.09
12.10
12.11
12.12
12.13
12.14
12.15
12.16
12.17
12.18
12.19
12.20
12.21
12.22
12.23
12.24
12.25
12.26
12.27
Communications Plan Ground Floor Zone F
Housing Alternate
Communications Plan First Floor Zone A
Communications Plan First Floor Zone B
Communications Plan First Floor Zone C
Communications Plan First Floor Zone 0
Housing
communications plan First Floor Zone E
Housing
communications Plan First Floor Zone F
Housing Alternate
communications Plan Second Floor Zone A
communications Plan Second Floor Zone B
communications Plan Second Floor Zone C
Communications Plan Mezzanine Level Zone D
Housing
communications Plan Mezzanine Level Zone E
Housing
communications Plan Mezzanine Level Zone F
Housing Alternate
Fire Alarm Riser Diagram
Telephone Riser Diagram and Elevator
Fire Alarm System
Not Used
Not Used
Not Used
Security Plan Ground Floor Zone A
Security Plan Ground Floor Zone B
Security Plan Ground Floor Zone C
Security Plan Ground Floor Zone 0 Housing
BG3 10/15/91
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
BG3 10/15/91
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
1 Rev 03/04/92
BG3 10/15/91
BG3 10/15/91
1 Rev 12/20/91
1 Rev 12/20/91
1 Rev 12/20/91
1 Rev 12/20/91
1 Rev 12/20/91
05/02/92
00993 - 17
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
12.28
12.29
12.30
12.31
12.32
12.33
12.34
12.35
12.36
12.37
12.38
12.39
12.40
12.41
12.42
12.43
12.44
13.01
13.02
13.03
13.04
13.05
13.06
Security plan Ground Floor Zone E Housing 1 Rev 12/20/91
seeurity Plan Ground Floor Zone F Housing 1 Rev 12/2r'~1
Alternate
Security Plan First Floor Zone A 3 Rev 03/04/92
security plan First Floor Zone B 3 Rev 03/04/92
Security Plan First Floor Zone C 2 Rev 03/04/92
Security Plan First Floor Zone 0 Housing 3 Rev 03/04/92
Security Plan First Floor Zone E Housing 3 Rev 03/04/92
security Plan First Floor Zone F Housing BG3 10/15/91
Alternate
Security Plan Second Floor Zone A 5 Rev 03/04/92
security Plan Second Floor Zone B 1 Rev 12/20/91
Security Plan Second Floor Zone C 3 Rev 03/04/92
security plan Mezzanine Level Zone 0 3 Rev 03/04/92
Housing
security Plan Mezzanine Level Zone E 3 Rev 03/04/92
Housing
Security Plan Mezzanin Level Zone F 1 Rev 12/20/91
Housing Alternate
Security systems Riser Diagram 2 Rev 02/07/92
Details 1 Rev 02/07/92
Details 1 Rev 12/20/91
Fire Protection Ground Floor Zone A BG3 10/15/91
Fire Protection Ground Floor Zone B BG3 10/15/91
Fire Protection Ground rloor Zone C BG3 10/15/91
Fire Protection Ground Floor Zone 0 Housing BG3 10/15/91
Fire Protection Ground Floor Zone E Housing BG3 10/15/91
Fire Protection Ground Floor Zone F Housing BG3 10/15/91
Alternate
05/02/92
-----~--~--,..
BG-] SCHEDULE OF DRAWINGS (ADD. 11)
00993 - IP
13.07 Fire Protection First Floor Zone A BG3 10/15/91
13.08 Fire Protection First Floor Zone B BG3 10/15/91
13.09 Fire Protection First Floor Zone C BG3 10/15/91
13.10 Fire Protection First Floor Zone 0 Housing BG3 10/15/91
13.11 Fire Protection First Floor Zone E Housing BG3 10/15/91
13.12 Fire Protection First Floor Zone F Housing BG3 10/15/91
Alternate
13.13 Fire Protection Second Floor Zone A BG3 10/15/91
13.14 Fire Protection Second Floor Zone B BG3 10/15/91
13.15 Fire Protection Second Floor Zone C BG3 10/15/91
13.16 Fire Protection Hezz. Level Zone 0 Housing BG3 10/15/91
13.17 Fire Protection l'~ezz . Level Zone E Housing BG3 10/15/91
13.18 Fire Protection Mezz. Level Zone F Housing BG3 10/15/91
Alternate
13.19 Not Used
13.20 Not Used
13.21 Not Used
13.22 Not Used
13.23 Not Used
13.24 Not Used
13.25 Not Used
13.26 Not Used
13.27 Not Used
13.28 Fire Protection Details BG3 10/15/91
13.29 Fire Protection Details BG3 10/15/91
05/02/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 19
SECTION 00333
SCOPE OF WORK
Bid Package No. 33
Sealants
1.1 General Scope
Provide all labor, supervlslon, engineering, materials,
supplies, equipment, tools, transportation, surveying and
layout, and protection, to install complete operating
systems, and proper execution and completion of all Work
specified on the drawings, in the bid package, and the
sections of the specifications, which include, but are not
limited to the listing that follows. The bidder shall review
all drawings, and specification sections that are not
specifically listed, for any additional requirements in order
to complete the scope of work described herein.
Primary Sections and Descriptions of the Work
.................-.....
gZ:6.+P..:
07900
:.::..~M.!:+e.%ni:..:..~P~;9:.~~~ffige
Joint Sealers
1.2 Special provisions
The following Special provisions are intended to clarify the
scope of work, or highlight features of the work, or modify,
change, add to, or delete from the General Scope of this Bid
Package.
.1 All licenses required in order to perform the scope of
work in the specified location, shall be procurred and
maintained by the contractor and his subcontractors.
Contractor shall submit copies to the Construction
Manager. Contractor shall be responsible for applying
for, and procuring the construction permit as required by
the City of Key West; however, the Owner shall literally
pay the fee for the permit.
.2 Provide, replace, and maintain any safety rails and
barricades removed as necessary by this trade contractor
during the process of work, or during deliveries of
materials or equipment.
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 1
.3 Contractor is to review Division 1 General Requirements
for additional responsibilities required in order to
perform the work under this Bid Package.
Contractor shall pay particular attention to section
01710 Final Cleaning, which shall be performed as
scheduled by the eM, which will be at or near the
completion of the project. The Sealants Contractor shall
pay particular attention to protect and clean walls and
floor surfaces, (in compliance with floor covering
installation) .
.4 All unfinished surfaces of materials or equipment
furnished or installed by this contractor, shall be
inspected for readiness by follow-on contractors and the
CM, prior to installation of follow-on work. This would
include bringing back to original condition, surfaces
disturbed by welding, burning, or other disfigurement,
which will need to be made ready for finish painting, or
other work.
.5 Contractor shall perform all required testinq and provide
adequate personnel in order to complete all testing to
the requirements of governing agencies.
.6 Coordination of the Work
This contractor shall be responsible to coordinate his
work with other multiple prime contractors both in the
scheduling of field work activities and in the
integration of individually furnished items into final
composite installations.
.7 All incoming materials and equipment shall be coordinated
with other trades and the CM is to be notified, in order
that proper lavdown, staqinq and stockinq areas are
developed, prior to release for shipping. within the
building, areas shall be restricted and stocking areas
will be authorized in writing.
.8 If in the event of conflicting, or overlapping
requirements in any area of the bidding documents,
technical specifications, or drawings, the most strinqent
condition shall be bid and constructed. Notify the CM in
any event, in order to not compromise the Owner's right
to make appropriate decisions.
.9 This contractor is reminded of inmate accessible areas
and perimeters, and of the requirement for security
devices, fasteners, connectors, sealants, and any other
work associated with this bid package scope of work, in
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 2
order that proper care and construction is performed in
accordance with the standards and guidelines set forth by
the regulatory agencies governing jails.
.10 In addition to other mock-ups, provide applicable
sealants work in mock-up cell and chase, in order to
develop a complete and finished mock-up cell. The
Construction Manager may order this work to be done
separately, and before mobilization of building sealants
installation.
.11 Contractor shall prepare substrate surfaces for backer
rod and sealants installation.
.12 Furnish and install sealants and joint backing at the
following areas, including, but not limited to:
a. Expansion joints between structural members.
b. Joints between metal frames and adjacent materials.
c. Joints between dissimilar materials.
d. Tamper resistant sealants at inmate areas, such as
at pre-cast concrete panel and modular cell.
e. Other locations indicated on the drawings.
Seal joints at exterior side of cell window frames. It
will not be necessary to seal interior side of cell
window frame joints, nor joints at cell chase door
frames, nor at or around light fixtures in cells.
.13
Open jointo ',;here m~tcri~ID or \lorJcm~nDhip doc::; not ~llow
~ nc~t, finiohcd w~terproof condition ahall be oe~led by
thio contr~ctor. Provide an ~llo~~nce for oc~ling open
jointo with non occurity oc~l~nto, ~nd an allo~~nce for
tamper proof oc~l~nto, ~o followo:
ffillijill"~1ii~f;:i.ilii'1\\t!ili'l
\13
a. Non-security sealant:
1000 lineal feet, 1-1/2" joint width
b. Security Pick-proof:
1000 lineal feet, 1-1/2" joint width
W.Q~l;~:'wfrlibe.aged\iQPiyg-qfiap.ge ..order ...~ssued to the
99Ptraqt...........iri........th.e......eventS........tfi~........a.l.lowand;~::...:.;~J..::..~.Ot.......ii~I~~i~.i.i....~~
@~~FRK%~?SClmP:let~:ly".,............
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 3
.14 Reference the technical specif ications for any other
material which contacts the sealants, including, but not
limited to elastomeric paint.
.15 Owner Option No. 33-01: plumbinq Fixture Sealants:
At the option of the Owner, Delete from base bid, the
furnishing and installing of sealants for all plumbing
f;i~~~i~~~;iii~ji ~~c ~ ~~~ ic~~~;~~~tiri{}'l,g;i?~,~~E~fiS?;~~~
.16 Owner Option No. 33-02: Zone 'F' Sealants:
At the option of the owner, furnish and install Zone IF'
Sealants, similar to Zones 10' and 'E'.
This area is defined as the area bound by column lines G
to La, and 17 line to 24 line, as well as column lines 37
to X, and U line to 42 line.
}17 ntJ.~.~~~~~9~x~~~iii!:
Illift,i(ll;lt,,\lliil\v~'I\tiilrill~ili
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 4
. is own(;ir.29pt.i.()ri~().jj~bj:TYpeH'4 Gypsumu.Boa.rd pa rti t iori
$~~1~P.9 .
BASE}jIOf'AsHshowriHdrisntiet.H4.6 iAt.. ...TypeU4partit i dns ..-
sei!1.~hts<89nt:t:act2r~h.~Jl.~hc:lt1d~inullis.... base<.b id.. the
.i~~.~.[i~t6~i....a~i:;:atf\~V.~.i~Rd.:..~.fFi;~j~~~k.e07.~{~p..~U~~~~:~~
ln~'t;,.li29;;#..a.~applicable<f9I").-l:W~.and ..2...ijr. .... ra t.edmasonry
'f~:J..t:Jg~J'\~~H.. . . H. . . H... . H... . . . . . . H.. . H. ...
.~...19'./Precast'Y<!9fi?l;'ete....Manufactlirerrif:DrawiJ1as
B+9.':.e~~!9!.~'r""....'..w.',.,......",..'",.,....,N,.'... ..... ......'.......-.-..'.'.'''.'.''''..'.''..... ... ..,................... ....'..",
1 . 3 By Others
.1 All caulking at aluminum window walls.
.2 Glazing of non-security and security window frames.
1.~...:~~iH~!f.em.).lilbOy~W
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 5
ATTACHMENT 'D'
Precast Manufacturer's Shop Drawings
Listed herein are Pornco Associates, Inc. precast concrete erection
drawings.
E-O.OO
E-3.00, 3.01, 3.02, 3.03, 3.04, 3.05, 3.06
E-3.10, 3.11, 3.12, 3.13, 3.14
E-3.20, 3.21
E-3.30, 3.31, 3.32, 3.33, 3.34
E.4.01, 4.02, 4.03, 4.04, 4.05, 4.06, 4.07, 4.08, 4.09, 4.10,
4.11
E-5.01, 5.02, 5.03, 5.04, 5.05
E.6.01, 6.02, 6.03, 6.04, 6.05, 6.06, 6.07, 6.08, 6.09, 6.10,
6.11
E-7.00, 7.01, 7.02
05/04/92
SEALANTS SCOPE OF WORK (ADD. 11)
00333 - 6
SECTION 00353
MILESTONE SCHEDULE
The bar chart and associated activity listing presented in
this section depicts the approximate duration, sequence, and
flow of ~ork of major work groups. Not all activities are
shown and groupings are subjective. Logic diagrams
generating the presented document are available for bidder
review in the office of the Construction Manager.
Contractors will be required to submit construction
schedules to meet the requirements of the presented
milestones and in accordance with the Master Project
Schedule.
The Contractors are to note the following special milestone
dates required for the Project.
a. Building Temperature and Humidity
Controlled for Finishes & Follow-on
Work . .. . . . . . . . . . . . . . 11 / 15/92
b. start Contractor Completion Inspections.01/11/93
c.
start Prefinal Inspections . .
. .03/02/93
d.
project Completion . .
. 9~JJ2l.
00353 - 1
03/16/92
MILESTONE SCHEDULE (ADD. 8)
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Jo'onroe COUlty, F lor ide PRIXAVERA PROJECT PLAHHER Honroe CO\.Tlty Detention Fa-cillty
RT O,.TE 19\)EC91 RUH 110. 50 Monroe Ccx...nty Detent ion F aci l i ty START DATE 1AUG91 fIN DATE 1 J~
16:28
SCHED REPORT - line skip by a-ctivity code DATA DATE 18110V91 PAGE NO.
.....--- ......... "'.. - .. - ... .. ... . ..... .........-.............. ................_... _. ................ ......_.................. _.._.............. w........ ..................- -.......-.....- ..............- ..w..........._ ....
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FINISH
........- ..-.. -.......--...... -.....-..........................................-...-.......-...-...........--................. ..............-- .......--...... . ... .. . -.. .. - .. .. .. ... .. .... ...
Site Utilit.ies
5 1 0 100 NTP - Site Utilities 9OCT91A 9OCT91A
1325 5 5 0 5\1- Zone C - Sub-Slab Sanitary. loading Dock 4AAR92 101-1AR92
1330 5 5 0 5\1- Zone C - Storm Drain (J8 28-0 & Upstream) 4AAR92 10KAR92
U40 5 5 0 5\1- Zone C - Storm Drain (Inlet 1-12 & Upstream 4AAR92 10KAR92
2000 30 5 a3 5\1- Utilities - Underground Submittals 13SEP91A 22HOV91
2005 10 10 0 5\1- Utilities - AlE Apvl of U/G Submittals 2SHOV91 9\)EC91
2010 15 15 0 5\1- Utilities - Install Outfall Structures 100EC91 31DEC91
2015 5 5 0 5\1- Utilities - Instl UIG Terrporary Pwr & Tele l00EC91 16OEC91
2020 5 5 0 5\1- Utilities - Sanitary Trunk line. Ldg Dock looEC91 16OEC91
2025 10 10 0 S'J- Utilities - Remainder of Sanitary Trunk lin 17DEC91 310EC91
2030 10 10 0 S'J - Utilities' Electrical Ouctbank and Tele 17DEC91 31DEC91
2035 15 15 0 S'J Utilities - Instl Greyweter Line 2JAH92 22JAH92
2040 15 15 0 S'J Utilities - Instl Domestic ~eter line 2JAH92 22JAH92
2045 15 15 0 5\1- Utilities - Instl EfflUffit line 2JAH92 22JAH92
20S0 15 15 0 S\J - Utilities - Instl Gas line 2JAH92 22JAH92
3005 10 10 0 5\1- Entrance Road - EfflUffit Line 13JAH92 24JAH92
3010 10 10 0 S'J- Entrance Road - Oomestic/F~ Main 13JAJ/92 24JAH92
3015 10 10 0 $\I - Entrance Road - Test/Flush/Oisinf~t O~/F\J 27JAH92 7FE892
3020 5 5 0 $\I - Entrance Road - Tie-in D~/F~ line to FKAA 10FE892 14FEB92
3050 15 15 0 S'J- Utilities - Overhead Power/Telephone Line 13JAH92 31 JAH92
3055 5 5 0 $\I . Utilities - Temporary Pwr/Tele Startup 3FEB92 7FE892
5000 15 15 0 5\1- Utilities - Storm Drain Trunk lines 17JUN92 8JUl92
5005 15 15 0 $\I - Utilities - SO laterials & Trench Drain 17JUH92 8JUL92
5010 15 15 0 $\I - Utilities - Sanitary laterals 17JUH92 8JUL92
Caissons
1025 10 0 100 S'J- Caisson load Test 7OCT91A 17OCT91A
1030 10 0 100 5\1- A/E Review of Caisson load Test Data 1BOCT91A 6NOV91A
1035 40 0 100 S\I- Caisson Rebar Submittals - Start 13AUG91A 6OCT91A
1040 1S 0 100 S\J - Caisson Rebar Submittals - Complete 7OCT91A 290CT91A
1045 5 0 100 5\1 - A/E Review of Caisson Rebar Submittals 300cT91A 6NOV91A
1050 10 9 10 $\I - Fabricate & Deliver Caisson Rebar 13N0V91A 29NOV91
lOSS 25 0 100 5\1 - ~indl~ ~odification Pricing 6OCT91A ,3NOV91A
1060 1 1 0 $\I - BOeC Apvl of Io'indload Change 20N0V91* 20NO\~1
1100 15 15 0 S~ - Zone A - Caissons ?oEC91 2ooEC91
11S0 15 1S 0 $\1- Zone 0 Caissons 23OEC91 14JAN92
1200 '0 10 0 5\1- Zone B - Caissons 1SJAH92 28JAH92
12S0 15 15 0 SIJ - Zone E - Caissons C9JA1i92 18FE892
BOO 10 10 0 SIl - Zone C - Caissons 19FE892 3KAR92
Co I urns
1105 15 1S 0 S\J - Zone A - Columns & Hisc Concrete 23DEC91 14JAN92
'110 5 5 0 S\J - Zone A Verify locations of Columns 1SJAH92 21JAH92
1115 20 20 0 $\I - Zone A Column Concrete Cure Period 1SJAN92 l1FE892
1155 15 1S 0 SIJ - Zone D - Columns & Mise Concrete 'SJAH92 4fEB92
.... ....................... -........ ....-...... ...-... -..................... - -..... .......... ........ .......- ...... ................ ............ ....... ..-.......... -................ -...... .................-........... -- -........ ........
~roe County. Florida
PRlKAvtRA PROJECT PLA~~ER
Konroe C~ty Detffitlon facHit"
REPQRT DATE 19DEC91 RUN NO. SO
16:28
SCHED REPORT - line skip by activity code
Konroe County Detention Facility
START DAlE 1AUG91 FIN DATE
DATA DATE lb~0V91 PAGE
.. - . - ... ... - .... ..................... -...........-.... --...... .-.. -... .......... ........ --....-... -.. --.... ....-...- .. .. .. - . .. .. .. . . - .. .. .. .. . .. .. .. .... .. - . .. - .. .. ... .. . ..
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR DUR X START FINISI1
.......... ... ....... - ... - .. ... . . .. .. . ... ........ -. -..... ..... ........- ....................-.....--..-........... --.. ....... .. ... - .. . .. .. .. . .. .... .. .. ... .. .. .. .. .. .. .. . .. ... ... .. ... ..... ...
Colll'lnS
1160 5 5 0 S\J- Zone 0 - Verify locations of Columns 5FEB92 ~1fEB92
1 ~65 20 20 0 S\J- Zone D - Column Concrete Cure Period SFEB92 3HAR92
1205 10 10 0 S\J - Zone B - Columns & Mise Concrete 29JAH92 11FEB92
1210 5 5 0 5\1- Zone 8 - Verify Locations of Columns 12FEB92 ~8FEB92
1215 20 20 0 SIJ . Zone B - Column Concrete Cure Period 12FEB92 10l"J..R92
"55 1S 15 0 SIJ- Zone E - Columns & Mise Concrete WFfB92 10KAR92
1260 5 5 0 5\1- Zone E - Verify Locations of Columns 1 ~KAR92 ~ lKAR92
1265 20 20 0 5\1- Zone E - Column Cor~rete Cure Period ~ lKAR92 7APR92
1305 10 10 0 SIJ - Zone C Columns & Mise Concrete 4KAR92 1mR92
1310 5 5 0 SIJ- Zone C - Verify Locations of Columns 1&4.AR92 24KAR92
1315 20 20 0 5\1- Zone C - Column Concrete Cure Period ~8MR92 14APR92
1320 20 20 0 5\1- Zone C - FIRIPIC Concrete Loading Dock 4AAR 92 3 H'.AR92
Er~tion Drawings
7020 15 15 0 Pr~ast - Column Interf6ce Details 21NOV91 120EC91
7030 15 15 0 Pre-cast . Area A - Framing DrlNings 21NOV91 12OEC91
7()4(} 10 10 0 Pr~ast - Area A - AlE Apvl of Framing Drawings 13DEC91 27DEC91
7100 15 15 0 Pre-cast - Areas B & 0 - Framing Drawings 13DEC91 6JAII92
7~ 10 10 10 0 P re-cas t - Areas B & D AlE Apvl of Framing Dwgs 7JAII92 20JAli92
7200 15 15 0 Pre<:as t - Areas C & E . Framing Drawings 7JAII92 27 JM,92
7210 10 10 0 Pre-cast - Areas C & E - AlE Apvl of Framing Dwgs 28JAII92 10HB92
Uti\lties/pre-cast Coordination Effort
7005 10 0 100 Coordlnat ion I<ethod D~ision lIiOV91A 151iOV91A
7050 20 20 0 Pre<:ast Area A . Utl/Pcst Coordination 18liOV91 160EC91
7120 20 20 0 Pre<:ast Areas 8 & D - Utl/Pest Coordination 17DEC91 1SJAI/92
7220 15 15 0 Pre<:ast Areas C & E . Utl/Pest Coordination 16JAI/92 5HB92
Deta i l Drawings
7060 15 15 0 Pre<:ast - Area A - Detail Drawings 3ooEC91 20JA~92
7070 10 10 0 Pr~ast - Area A - AlE Apvl of Detail Drawings 21JAII92 3FEB92
7130 15 1S 0 Pr~ast - Areas B & D . Detail Drawings 21JAII92 10HB92
7140 10 10 0 Pr~ast - Areas B & D . AlE Apvl of Detail O\0'9S lHEB92 2I,FEB92
7230 15 15 0 Pr~ast . Areas C & E Detai l Drawings l1FEB92 21'.AR92
7240 10 ~o 0 Pr~ast . Areas C & E - AlE Apvl of Detail D\0'9s 3~AR92 16/',AR92
Fabrication
7080 20 20 0 Precast - Area A - Fabrication MEB92 L~.AR92
7090 S S 0 Precast - Area A . Begin ShiWing to SI te 3KAR92 ~.AR92
7150 20 20 0 Pr€'<:ast . Area B - Fabricat ion 25FEB92 23KAR92
7160 10 10 0 Pr~ast - Area B - Begin ShiWing to Site 21,1'.AR92 6APR92
7170 40 40 0 Pr~ast Area o - Fabr icat ion 25FEB92 20APR92
71eo 10 10 0 Pre<:ast . Area 0 - Begin ShlWing to Site 21APR92 4MAr92
7250 25 25 0 Pr~ast - Area C - Fabrication 25KAR92 2BAPR92
7260 5 S 0 Pr€'<:ast . Area C - Begin ShlWing to s i Ie 29,t,PR92 SKAY92
7270 1,0 40 0 Pre<ast Area E - Fabrication 1&"'.AR92 12HAY92
7280 5 5 0 Pr~ast Area E Begin ShiWing to Site 13i".A r92 19KAY92
. ...................... -............. .....-.. -............................................... ................... ..................... -.... ......................................... -..... ............. -..... .............. -.........................-.............-..
Ioionrc.e COU1ty, Florida PRIIo;AVERA PROJECT Pl~~NER Io;onroe County Cetentlon Feclllty
~T DATE 190EC'91 RUI/ NO. 50 Io;onroe County Cetentlon Facility ST1-.RT DATE 1.A.UG91 FIN DATE 1J
16:28
SCXED RE~T . line skip by activity code OAT" DATE 1&<OW1 PAGE NO.
......... .. .. . .. .. .. ..... .. ........ . - - - ..-....-......-- ...................................-..............-...............................--....-........ ....--........ ..............- .. .... .. .... .. - .. .. .. ..... . .. .. -
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FINISH
....... ...-..- . ... .. -.. .. .. - ....... .....--.................................-....-..-....-..-..................-......-..--- .......----- ... - - .. .. ..- --............. ....---...-.. -
Prt<ast Er~tlon
10000 40 40 0 Precast - "rea A - Erection 100R92 4KAY92
20000 30 30 0 Precast . Mea B . Erection 51o;AY92 16JUH92
30000 30 30 0 Precast - Area C - Erection 17 JWI92 29JUl92
40000 30 30 0 Precast - "rea 0 - Erection 51o;AY92 16JUN92
50000 30 30 0 Precast . "rea E - Erect I on 17JUH92 29JUl92
Roof
10050 10 10 0 Area A . Roof . Roof I ng 3JUH92 16JUH92
20050 10 10 0 -'rea B Roofing 9JUl92 22JUl92
30050 10 10 0 Area C - Roofing 20AUG92 2SEP92
40050 10 10 0 Area 0 . Roofing 9JUl92 22JUL92
50050 10 10 0 Area E - Roofing 20AUG92 2SEP92
Stairs
10010 5 S 0 -'rea A . Temporary Access Stairs SKAY92 11KAY92
20120 10 10 0 Area B - Erect Stairs 16JUl92 29JUL92
30080 10 10 0 Mea C - Erect Stairs 27AUG92 10SEP92
40120 10 10 0 Area 0 Erect Stairs 16JUl92 29JUL92
43050 15 15 0 Area 0 2rd F I ~ ~ezz Hardrails 6AUG92 26.A.UG92
43060 10 10 0 -'rea 0 . 1st Fl . Interior Stairs 6AUG92 19AUG92
50080 10 10 0 Area E - Erect Stairs 27AUG92 10SEP92
53050 15 15 0 Area E . 2rd Fl - Mezz Handrails 18SEP92 8OC192
53060 10 10 0 Aree E - 1st Fl - Interior Stairs 18SEP92 1OC192
Elevators
10100 15 15 0 Area A . Eleyators - Rough-in 9JUL92 29JUL92
10110 5 5 0 Area A . Eleyators - Car & Platforlll 30JUL92 5AUG92
10120 5 5 0 Area A - E1eyators - Doors & Frames 6AUG92 12AU~2
10130 20 20 0 Area A - Eleyators . Construct Cabs & Trim-out 13AUG92 10SEP'92
Slab Ent>eds
1 1 000 15 15 0 Area A . 1st Fl . H/E/P/S Slab Embeds 1~Y92 2JUIo/92
12000 20 20 0 Mea A . 2nd F I - H/E/P/S Slab Embeds 1U'.AY92 9JU~92
21000 10 10 0 Aree B - 1st Fl - H/E/P/S Slab Embeds 17 JUII92 30JUH92
22000 15 15 0 Area B - 2nd Fl - H/E/P/S Slab Embeds 17JUN92 8JUL92
31000 10 10 0 Area C - 1st fl - HIE/PIS Slab Embeds 30JUL92 12AUG92
32000 15 15 0 Area C - 2nd Fl . H/E/P/S Slab EmbedS 22JUl92 1 1 AU~2
41000 15 1S 0 Area 0 - 1st Fl - H/E/P/S Slab Embeds 17 JUN92 8JUL92
42000 20 20 0 Area 0 . 2nd F I - H/E/P/S Slab Embeds 17JUII92 1SJUL92
51000 15 1S 0 Area E . 15tFl - H/E/P/S Slab Embeds 30JUl92 19AUG92
52000 20 20 0 Area E - 2nd Fl - H/E/P/S Slab Embeds 30JUL92 2UUG92
Slabs
10030 S 5 0 Area A - Roof . TOWing 19!-\AY92 26H~Y92
11010 10 10 0 Area A . 1st Fl - F/R/P/C Slab 3JUII92 16JUh'92
12010 10 10 0 Area A - 2nd F t - FIRIPIC Slab 17JUll92 30JUh'92
20020 5 5 0 Area B - Roof Topping 24 JUII92 30JUl\92
21010 10 10 0 Area B . 1 st Fl - FIR/PIC Slab , JUL 92 15JUL92
............... ...._..... e.... _.... ..................... ...... .................. .................... ................ ...................... ..... .............. .-.......... ....... ...........-....... ......... ........... ....-..... ......... .......... --.....
Xonroe Ccx.nty, FloricJ.
PR1~~V[RA P~JECT PLA~~ER
Xonroe Ccx.nty Detention FecH ity
RE~l DATE 190EC91 RUW WOo 50
16:28
SCHED RE~T . line skip by activity code
~<X\roe Cc-unty Detffitlon FIlCHity
START DATE 1AUG91 fl~ DATE 1J
CATA DATE ~SN0V91 PAGE
........... ........... ... .. .. ... .. ..... .. ... .. .. - .. .. .. .. ... - . .....-........ - .....-....- ............. ............. .......... ....... ......................-......... .. ...... .. .......... ................. . .. .. -... ... ..... .......... - .... ...
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
ID OUR OUR X START fll<lSK
.. . ... .. ..... ...... .. .. . .. . - .. .. - .. ... .. .. .. .. ... ... .. .. .. .. ... . .. ... .. . .. ... .. .. .. .. .. .. .. .. .. ... .. .. .. .. ... .. .. .. .. ... ................ ................... ... .. .. .. ... .... .. . .... . . .. .. .. ..
Stabs
22010 10 10 0 Area B 2nd fl FIR/PIC Slab 16JUl92 29JUl92
22200 10 10 0 Ar ea B - 2nd fl . FIR/PIC Piers & Supports 30JUln 12AUG92
22300 10 10 0 Area B - 2nd Fl . lnsuletlon Board & Slab.. C\lT 16o<:T92 29O<:T92
30020 5 5 0 1-rea C - Roof Topping 6AUG92 12AUG92
31010 10 10 0 Area C - 1st fl - F/R/P/C Slab 13AUG92 26AUG92
32010 10 10 0 Area C - 2nd Fl - FIR/PIC Slab 3SEP92 17SEP92
40020 5 5 0 Area 0 Roof Topping 24JUII92 30JUlln
41010 10 10 0 Area 0 1st fl - Form & Rebar for Slab 17 JUlin 30JU//92
41020 10 10 0 Area 0 1st fl - Pour/Cure Slab 9JUl92 22JUln
42010 10 10 0 Area 0 - 2nd Fl - Form & Rebar for Slab '7 JUII92 30JUI<92
42020 10 10 0 Area D - 2nd fl - Pour/Cure Slab 23JUl92 5AUGn
42040 5 5 0 Area 0 2rd Fl - Pour EqJIp p<>ds 13AUG92 19AUG92
50020 5 5 0 Area E - Roof Topping 6AUG92 12Auc92
51010 10 '0 0 Area E - 1st Fl - Form & Rebar for Slab 30JUl92 12AUG92
51020 10 10 0 Area E - 1st Fl - Pour/Cure Slab 20AUG92 2SEP92
52010 10 10 0 Area E 2nd fl . Form & Rebar for Slab 30JUl92 12AUG92
52020 10 10 0 Area E - 2nd fl - Pour/Cure Slab 3SEP92 17SEP92
52040 5 5 0 Area E 2nd Fl - Pour Equip pads 25SEP92 1OCT92
Masonry
11020 5 5 0 Area A - 1st Fl - leyout Part/Set Fr~~s/Vrd Val 17 JUlin 23JUII92
1\040 15 15 0 Area A - 1st Fl - Mcsonry . Bethrooms 16JUl92 5AUG92
11050 35 35 0 Area A - 1st Fl Sathroom & Sh~r Tile 6AUG92 24SEP92
11070 20 20 0 1-rea A . 1st Fl - Masonry. Offices & Dorm Areas 24 JUI<92 22JUl92
12020 5 5 0 "rea A . 2nd fl . leyout Partitions/Set Fr&mes/W 1JUl92 8JUl92
12050 15 15 0 Area A 2nd Fl Masonry 9JUl92 29JUl92
12210 15 15 0 Area A - 2rd Fl . Cerilmic Ti Ie 90C T 92 290C 192
20100 10 10 0 Area B - ~asonry . Stairs 17JUII92 30JUN92
20110 10 10 0 Area 8 - Cure Masonry. Stairs lJUln 15JUl92
21020 5 5 0 1-rea B - 1st Fl layout Part/Set fro.~s/\Jrd \Jal '6JUl92 22JUl92
21040 10 10 0 Area B - 1st Fl . Masonry << BR 6AUG92 19AUG92
21050 10 10 0 Area B - 1st fl - Ceramic Tile << BR 20AUG92 2SEP92
21070 20 20 0 Area B - 1st Fl Masonry 23JUl92 19AUG92
22020 5 5 0 Area B - 2nd f I - lay-out Part/Set Door Frarres/W 30JUl92 5AUG92
22040 10 10 0 Area 8 - 2nd f I - M8soory . BR 20AUG92 2SEP92
22050 15 15 0 Area 8 - 2nd fl - Masonry Support Syst~ R~J9h- 6AUG92 26AUG92
22060 15 15 0 Area B . 2nd Fl . Kasonry 6AUG92 26AUG92
22280 10 10 0 Area B - 2rd Fl - Complete Exterior I':asoory 1eSEP92 10Cl92
30060 10 10 0 Area C Masonry << Sta i rs 30JUl92 12AUG92
30070 10 10 0 Area C Cure Masonry << Stairs 13~UG92 26AUG92
31020 5 5 0 Area C - 1st fl - lay-out Part/Set Dr Fra.-r:.es/1I'rI 27AUG92 2SEP92
31040 15 15 0 Area C 1st fl - Masonry 3SEP92 24SEP92
32020 5 5 0 Area C - 2rd Fl layout Part/Set Fr~.es/lJrd ....al 18SEP92 24SEP92
32040 15 15 0 Area C - 2.-.d F I - Xasonry 25SEP92 15OCl92
....... ............. ........ ............ ...... ....... ...... ............. ..... ................... ............--..... .............. ....-- ..... ..-.....-.... - ...-- - .--....... -..-.. ........-. ..........--- .....--....... ....... .......- ~
Monroe CO\.CIty, Florida
RT DATE 19DEC91 RUN WO. 50
16:28
~~~tD RE~T . line skip by activity code
ACTIVITY
10
Masonry
40100
40110
41030
41050
41070
42030
43010
43020
50060
50070
51030
51040
51050
51070
52030
53010
53020
Drywall
12030
12200
PRIKA\~RA PROJECT PLA~wER
Monroe County DetentIon facility
....-.. ..--- .. .....- --............... ...............................-........--.......................-.......-...............
ORIG REM
OUR OUR
Spray-on Insulation
12070 10
12080 5
22080 10
22 090 5
32060 5
32070 5
43070 10
53070 10
Utility Rough-in
10020 5
100.40 5
10060 10
1 '030 15
11060 20
12040 25
12060 15
20010 5
20030 5
20040 10
21030 10
21060 20
22030 10
10
10
5
15
10
5
10
25
10
10
5
15
15
10
5
10
25
10
10
5
15
10
5
10
25
10
10
5
15
15
10
5
10
25
25
15
x
ACTIVITY DESCRIPTION
Monroe CO\.CIty Detention facilfty
START DATE 1AUG91 fIN DATE lJL
DATA DAlE 1aN0V91 PAGE WOo S
SCHEDULED
START fINISH
..................... ...........................-..........-....-..............-................................... ................ .................
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
25
15
o
o
10
5
10
5
5
5
10
10
o
o
o
o
o
o
o
o
5
5
10
15
20
25
15
5
5
10
10
20
10
o
o
o
o
o
o
o
o
o
o
o
o
o
Area 0 . Masonry. Stairs
Area 0 - Cure Masonry - Stairs
Area 0 - 1st Fl - layout Part/Set Frames/~nd ~al
Area 0 - 1st Fl Mesonry' 1st level walls
Area 0 - 1st Fl . Masonry. BR
Area 0 - 2nd Fl - layout Part/Set Frames/~nd ~al
Area 0 - 2nd Fl - Masonry - 2nd level
Area 0 - 1st fl - High Bay Masonry ~alls
Area E - Masonry. Stairs
Area E - Cure Masonry' Stairs
Area E - 1st Fl . Layout Part/Set Frames/~nd ~al
Area E - 1st fl . Masonry Support Systems R/I
Area E - 1st Fl - Masonry' 1st level walls
Area E - 1st Fl - ~asonry . BR
Area E - 2nd Fl - Layout Part/Set frames/~nd ~al
Area E . 2nd Fl ; ~as6nry . 2nd level
Area E - 1st Fl - High Bay Masonry Ualls
Area A . 2nd Fl - Or~all Froming
Area A - 2nd Fl - Drywall/Tape/Plaster ~alls
Area A - 2nd Fl
Area A - 2nd Fl
Area B - 2nd Fl
Area B - 2nd Fl
Area C - 2nd Fl
Area C - 2nd Fl
Area 0 - 2nd Fl
Area E - 2nd Fl
. Spray-on Insulation - Pr~
. Spray-on Insulation - Spray
- Spray-on Insulation - Pr~
. Spray-on Insulation
- Spray-on Insulation Prep
- Spray-on Insulation' Spray
- Spray-on Insulation
Spray-on Insulation
Area A - Roof - Penetrations & Roof Acc~sories
Area A - Roof - Curbs
Area A . Roof - Roof Drainage
Area A - 1st Fl . Plumbing R/I << Bathrooms
Area A - 1st Fl - )o(asonry R/l Support (I'I/E/P/S)
Area A 2nd Fl - Masonry R/I Support (HIE/PIS)
Area A - 2nd fl - Ceiling Anchors & Hangars
Area B - Roof. Penetrations & Roof Accessories
Area B - Roof Curbs
Area B - Roof Drainage
Area B - 1st Fl - plumbing Rough-in. BR
Area B - 1st Fl - Masonry Support, Systems R/I
Area B - 2nd fl - Plumbing Rough-in. BR
17JUN92
1JUL92
23JUL92
30JUL92
20AUG92
6AUG92
3SEP92
6AUGn
30JUL92
13AUG92
3SEP<t2
11SEP92
11 SEP92
2SSEPn
1BSEP92
9OCT92
18SEP92
30JUH92
1SJUL92
29JULn
19AUG92
2SEP92
12AUG92
17SEP<t2
10SEP<t2
12AUG92
26AUG92
10SEP<t2
10Cln
1OCT92
8OCT92
24SEP<t2
22OC1n
22OCT92
9JUL92 12AUG92
18SEP92 8OCT92
30JUL92
BAUG92
6AUG92
27AUG92
90C 1n
16OCT92
2OCT92
6~0\'92
12XAY92
27l'.Ayn
19t'.AY92
24JU//92
24 JU//92
9JUl92
9JUL92
1 7 JU~92
1JUL92
24 JU//92
23JUL92
23JUL92
6AUG92
12AUG92
19AUG92
19AUG92
2SEP92
lSOCT92
22OCT92
1SOCT92
19//0\'92
1 &<<. Y92
2JU//92
2JU//92
15JUL92
22JUL92
12AUG92
29JUL92
23JU//92
8JUL92
8JUL92
SAUG92
19AUGn
19AUG92
~..oo ............. ...... ........ -oooo............. -..... -.....oo...oo................ -.. ...........--..-................. ......-..... .............. ..---. --~......_. ..-...... -....... .....- ........ -.. ...... .....--....-....
~~roe County, Florida
PRIKAYERA PROJECT PLA~WER
t\oor~ CO'J1ty Dttentloo facility
REPO<T DAlE 190EC91 RUl/ \/0. 50
16:28
SCHED REPORT - line skip by activity code
JoIooroe COlrlty Detention facility
START DATE 1AUG91 fiN DATE 1:
DATA DATE 1SNO\~1 PAGE
.. .. - ... .. -" - .. . .. - . .... ... - .... ............ .... ..O'....... _... ........ ........................... ........_. ---.."..- .............. ..-........- ............... ..
ACTIVITY ORIG RE/04 ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START fll/ISH
.. - .. ... ......- .................... oo..... .._......... .... ....-...- .................................. ....... ......... .. .. .. ... ... ... ..... ............... ..... .. .. .. .. .... ............. ..
Utility Rough-in
30010 5 5 0 Area C - Roo1 - Penetration & Roof "ccessorles 30JUL92 5AUG92
}O030 5 S 0 Area C Roof Curbs 13AUG92 19 AUG92
30040 10 10 0 Area C - Roof Drainage 6AUG92 19....UG92
31030 15 15 0 Area C . 1st Ft - ~asonry Support - Systems R/I 3SEP92 2~SEP92
31070 1S 1S 0 Area C - 1st Ft - Plumbing Rough-in. BR 3SEP92 2~SEP92
32030 15 15 0 Area C - 2m Fl - ~asonry Support - Systems R/1 2SSEP92 1SOCT92
32050 10 10 0 Area C - 2m fl - Ceiling Anchors & Har~ers 25SEP92 8OCT92
}2100 10 10 0 Mea C - 2m F l - Plumbing Rough-in; BR 25SEP92 80C T 92
40010 5 5 0 Area D - Roof - PE:netratlons & Roof Accessories 17JUI<92 23JUI<92
40030 5 5 0 Area 0 - Roof Curbs 1 JUL92 8JUl92
40040 10 10 0 Area 0 - Roof Drainage 24JUI<92 8JUL92
41040 15 15 0 Area 0 - 1st Fl - Masonry Support Systems 1</1 30JULn 19AUG92
41060 10 10 0 Area 0 - 1st Fl Plumbing Rough-in; Br 30JUL92 12AUG92
43000 10 10 0 Area 0 . 2nd Fl - JoIasonry Support Systems R/I 3SEP92 17SEP92
43030 10 10 0 Area 0 . 2nd fl - Ceiling/Plenum Mangers & Sprts 18SEP92 1OCT92
50010 5 5 0 Area E - Roof - Pen€tratlons & Roof Accessories 30JUL92 5AUG9Z
50030 5 5 0 Area E Roof Curbs 13AUG92 19AUG92
50040 10 10 0 Area E - Roof Drainage MUG92 19AUG92
51060 10 10 0 Area E - 1st Fl - Plumbing Rough-in. Br l1SEP92 24SEP92
53000 10 10 0 Area E . 2nd fl . ~asonry Support Systems R/I 90C T 92 22OCl92
53030 10 10 0 Area E - 2nd Fl - Ceiling/Plenum Hangers & Sprts 23OCT92 5110'0'92
Bulk Installation of Utilities
11080 25 25 0 Area A - 1st Fl - HV"C Ductwork Bulk Instl 23JUL 92 26AUG92
1 1 100 2S 25 0 Area A . 1st Ft - HVAC Piping Bulk Instl 23JUL 92 26AUG92
"'20 25 25 0 Area A - 1st Fl - Plumbing Bulk Instl 23JUL92 26AUG92
" 140 25 25 0 Area A. . 1st Fl - Pwr/ltg Conduit Bulk Inst 23JUL 92 26AUG92
111&0 25 25 0 "rea A 1st Fl Sec/Comm Conduit Bulk Install 23 JUL 92 26AUG92
11180 25 25 0 "rea A. - 1st Fl - Fire Protection Bulk Instl 23JUL92 26AUG92
12090 20 20 0 Area A. - 2m Fl - HVAC Ductwork Bulk Instl 20AUG92 17SEP92
12100 15 15 0 Area A. 2nd Fl HVAC Piping Bulk Instl 2CAUG92 10SEP92
12110 15 ',S 0 Area A - 2nd Ft Pluroing Bulk Instl 20AUG92 10SEP92
12120 15 15 0 Area A. - 2nd Fl - Pwr/Ltg C~it Bulk Instl 20AUG92 10SEP92
12130 15 15 0 Area A - 2nd F l - Securi ty/Coorn C~i t Bul k Ins 20AUG92 10SEP92
12140 15 15 0 Area A - 2m f l - Fire Protection Bulk Instl 20AUG92 10SEP92
21080 15 1S 0 "rea B - 1st Fl - HVAC Ductwork - Bulk Install 20AUG92 10SEP92
21090 5 5 0 Mea B - 1st Fl - HVAC Piping - Bulk Install 20AUG92 26AUG92
21100 10 10 0 "rea B - 1st Fl - PtUTbing - Bulk Install 20AUG92 2SEP92
21110 15 15 0 Area 8 - 1st Fl - Pwr/Ltg Conduit - Bulk Install 20AUG92 10SEP92
21120 10 10 0 "rea B - 1st Ft Sec/Comm Conduit. Bulk Instal 20AUG92 2SEP92
21130 10 10 0 Area B - 1st Ft - Fire Protection - Bulk Install 20AUG92 2SE?92
22100 10 10 0 Area B - 2nd Fl - HVAC Ductwork - Bulk Install 3SEP92 17SEP92
22110 15 15 0 Area 8 - 2nd Fl - HVAC Piping. Sulk Install 3SEP92 24SEP92
22120 10 10 0 Area B - 2nd Fl - PIUTbing - Bulk Installation 3SEP92 17SEP92
........ ..--.. ...... ....-.......................... ............ -... -.......- .............. ...-....... ...... ... -...... ............. --... ................. -....... .......................-.... ......... .................. ............
Monroe C0'J\ty, Florida
PRlKAVEKA PROJECT PLA~~ER
Monroe COU"lty Detent i 00 Fad Ii ty
fH DAlE 19OEC91 RUIl 110. 50
16:28
..rlED REPORT - line skip by activity code
Monroe County Detention Facility
START DATE 1AUG91 FIN DATE 1Jt
DATA DATE 1BW0V91 PAGE NO.
.. . .. .... -....- . .. .. - .......- . . .. ... -.... . . .. .. .......... ............... ........... ................ - .......... -..- ....-........ ...... ... .. .. ...... ... ................... ................ . .. . .. .... .. .. - .
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FINISH
.. .. .. . .. .. .. .... ....... . .. .. .. ................... .. .. .. .. .. .. .... .. .. ..... .. .... ... ... .... .... ....... .... ... .. ..... .. .. .. .. .. ... .. - ... .. .. ..... .. .. ...- .. .. ..... .. .. .. .. .......... ....--....... ............. ..."
Bulk Installatioo of Utilities
nt30 15 15 0 Area a . 2rd Fl - Pwr/Ltg Conduit - Bulk Install 3SEP92 24SEP'92
22140 10 10 0 Area a . 2rd FI . Sec/C~ Conduit - Bulk Instal 3SEP92 17SEP'92
22150 10 10 0 Area a - 2rd F I - Fire protectloo - Bulk Install 3SEP'92 17SEP'92
22310 15 15 0 Area B - 2rd F I - And lllary Pipe 16OCT92 5110'.'92
31050 15 15 0 Area C - 1st Fl - HVAC Ductwork Bulk Install 2SSEP92 1SOC192
31060 5 5 0 Area C - 1st Fl - HVAC Piping. Bulk Install 2SSEP92 1OC192
31 OBO 15 15 0 Area C - 1st Fl - Plumbing - Bulk Install 25SEP92 1SOCT92
31090 20 20 0 Area C - 1st FI - Pwr/Ltg Conduit. Bulk Install 25SEP92 22OC192
311 00 20 20 0 Ar ea C . 1st Fl - Sec/Comm Conduit - Bulk Instal 25SEP92 22OC192
31110 15 15 0 Area C - 1st Fl . Fire Protection - Bulk Install 25SEP'92 15OC192
32080 15 15 0 .'.rea C - 2rd Fl . KVAC Ductwork - Bulk Install 23OCT92 12~0'.'92
32090 10 10 0 Area C . 2rd Fl - KVAC Piping - Bulk Install 23OCT92 Sllov92
32110 10 10 0 .'.rea C - 2rd F l - Plumbing. Bulk Install 230C192 S!l0'.'92
32120 15 15 0 Area C - 2rd Fl . Pwr/Ltg Conduit - Bulk Install 23OCT92 12110'192
32130 10 '0 0 Area C - 2rd f l . Sec/Comm Conduit - Bulk Instal 23OCT92 SII0'.'92
32140 10 10 0 .&.rea C - 2rd f l - fire Prote<tion . Bulk Install 230CT92 51/0'.'92
43100 15 15 0 Area D - 1st fl - HU 1 Side A . vert chase uti 16O<:T92 5110'192
43110 15 15 0 . .'.rea 0 - 1st fl . HU 1 Side B . vert chase uti 6110\'92 30110'192
43120 15 1S 0 Area 0 - 2rd f I - HU 1 Side A - horlz chase uti 61/0'192 30110'.'92
43130 15 15 0 .'.rea 0 - 2rd f I . HU 1 Side B - horlz chase uti 'OEI:92 210EC92
43200 15 15 0 .&.rea D - 1stFl - HU 2 Side C - vert chase utl 16OCT92 5110'192
0210 15 15 0 Area D . 1st Fl HU 2 Side 0 - vert chase uti bN0V92 30H0V92
43220 '5 '5 0 A.ru D - 2nd fl - HU 2 Side C - horiz chase uti bN0V9 2 301/0'192
43230 '5 15 0 Area 0 - 2rd Fl . HU 2 Side 0 - horiz chase uti 1DEC92 210EC92
43300 30 30 0 Area 0 . 2rd Fl - Mechanical Room Utilities '6OC192 301olCV92
43330 20 20 0 Area 0 - Dayrc~Office Utilities 160<:192 12HC"0'92
53100 '5 15 0 Area E . 1st Fl . HU 3 Side E - vert chase utl 20110'192 140EC92
53110 15 15 0 Area E - 1st H HU 3 Side f . vert chase utl 1SDEC92 6JAN93
53120 '5 '5 0 Area E . 2nd n - HU 3 Side E - horiz chase uti 15DEI:92 6JA.~93
53130 15 '5 0 Area E - 2nd fl - HU 3 Side F - horiz chase uti 7JAI/93 27JAl\93
53200 15 15 0 Area E - 1st fl - HU 4 Side G vert chase ut I 201/0'192 ,40E1:92
53210 15 15 0 Ar ea E - 1st fl - HU 4 Side K - vert chase utI 1SDEI:92 6JAH93
53220 15 15 0 .'.rea E - 2rd F l - HU 4 Side G hori z chase ut I 15DEC92 6JAH93
53230 15 15 0 .&.rea E - 2:-d Fl - HU 4 Side H hori z chase ut I 7JAII93 27J.A.N93
53300 30 30 0 Area E - 2nd fl - M~hanical Room Utilities 201l0v92 6JAlI93
53330 20 20 0 Area E . OayroomlOffice Util 20110'192 210EC92
Cei l i1'9 Framing
',200 5 5 0 Area A - 1st Fl - Ceiling Framing in A1000 27AUG92 2SE;>92
11210 5 5 0 Area A - 1st Fl - Ce i ling Framing in A1029 3SE.1>92 10SE.P'92
" 220 5 5 0 "'rea A - 1st Fl - Ceiling FralTiing in A 1039 11 SEP92 17SE;>92
1 1 230 5 5 0 Area A - 1st Fl - Ceiling Framing in ...'049 18SEP'92 24SEP'92
12'50 '5 15 0 Area A - 2nd Fl - Ceiling Framing 18SEP92 8OCT92
21140 10 10 0 Area B - 1st Fl - Ceiling Framing 11SEP92 24SEP92
.............. -............. ....-............... ...... -.......... ...-...... ......... .............................. ....... -......... ........................ .............. -.....- ....................... -..-..... ...-........-............ ..............
~onr~ Cour~y, florida
PRlJoi..vHA PROJECT PLAIHIER
Monr~ Crx.roty Detffitfon F&dlit
R(?QRT CA~E 19OEc9\ RUN 110. 50
16:28
SCHED RE~~T . line sKip by activity code
Monroe County Detention Facility
START DATE \AVG91 fiN DATE
DATA DATE W/0Y91 PAG
.......... ......... .. . .. .. ... . ... . .. . . ... .. ...- ....... ..... - -...... .-........ ....... ---........ .....-........ ........ .. ... .. .. .. . ... .. .. - .. ... .. .. .. .. - - .. ... .. .. .. ... - . .. .. -... .. .
ACTI\'IH ORIG ROC ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FINISH
.. - .. .. ... .......... .. . .. .. .. .. .. -... .. ............................... --......................... -.. - ..................-........ .. .. ... . . .. ..... ..-........... .. .. ... .. .. . ... .. . .. .. .. ... ..
Cei I ing F '!JI'T\ing
2c: ro 10 \0 0 Area B . 2nd ft . Ceiling Anchors & Hangers 6AUG92 19AUG92
",60 5 5 0 Area B . 2nd Fl . Ceiling Framing 25SEP92 \O<:T92
31130 5 5 0 Area C . 1st Fl . Cei ling Framing . Start 230CT92 290CT92
311:.0 5 5 0 Area C . 15tH . Ceiling Framing . Coc.~lete 300cT92 5 N0Y92
32~60 10 10 0 Area C . 2~ H . Ceil ing Framing BH0Y92 30"0'192
43340 10 10 0 Area 0 . Ceil ing Framing 13110'192 301010'192
53~0 10 10 0 Area E . Cei I ing Framing 22DEc92 6JAN93
Syst~ C,:.ys / T es t i ng / Punch-out
1'2'-0 10 10 0 Area A . 1st Fl . Systems Drops . Start 3SEP92 17SEP92
11250 5 5 0 Aree A . 1st Fl - Systems Drops. Complete 25SEP92 1000T92
'~260 5 5 0 Area A . 1st Fl . Test Utility Piping Systems 2OCT92 80C T 92
11270 5 5 0 Area A . 1st H . Punch-out Above Ceiling Vork 90C T 92 150<:T92
12'60 15 15 0 Area A . 2nd Fl Utility Syst~ Drops - Start 18SEP92 8OC192
12170 5 5 0 Aree A . 2nd F l . Utility System Drops. Cpl 90C T 92 150<:T92
12~8O 5 5 0 Area A - 2ndFl . Test Utility Piping Systems 16OCT92 220<:T92
12~9O 5 5 0 Area A . 2nd Fl Punch-out Above Ceiling ~ork 230C T92 29OCT92
2~lS0 10 10 0 Area B . 1st Fl . Syst~ Drops . Start " SE P92 24SEP92
2'r,6Q 5 5 0 Area B . 1st fl . Systems Drops. Complete 25SEP92 10<:192
21170 5 5 0 Area 8 . 'st Fl . Systems Test 20<:192 80<:192
2~ '80 5 5 0 "rea B . 1st Fl . Punch-out 90C 1 92 150<:T92
22170 5 5 {) "rea B . 2nd Fl Systems Drops 20<:192 80C 1 92
22~00 10 10 0 Ar ea B . 2nd Fl . Systems Test 61;0'192 19~OY92
221,10 5 5 0 Area B . 2nd Fl . Punch - out 20~OY92 30"0'192
3t 150 5 5 0 Area C . 1st Fl . System Drops . Start 300cT92 5"0V92
)', ~ 60 5 5 0 Aree C . 1st Fl . Systems Drops . Complete Ok 0\'92 12l/0V92
3\ 170 5 5 0 Aree C - 1st fl . Sys t ems T es t 13N0V92 191;0'192
3~ 180 5 5 0 Area C . 1st fl System Punch-out 20~OV92 30"0'192
32170 5 5 0 Area C . 2nd Fl . System Drops. Start 13NOY92 19~OY92
32180 5 5 0 Area C . 2nd Fl . System Drops . Complete 1DEc92 7DEc92
32190 5 5 0 Area C . 2nd Fl . Syst~ test BDEc92 14DECn
32200 5 5 0 Area C 2nd Fl Punch- out 150EC92 21D(c92
L:.310 5 5 0 Aree D 2nd Fl . Test Systems 22DEc92 290EC92
L3320 5 5 0 Area D . 2nd Fl . Pmch-out 300ECn 6JA~93
;,3350 5 5 0 Mee D . System Drops - both floors 1DECn 7DEc92
-3360 5 5 0 Mea 0 Systems Test. Dayrm/Off . both floors 8.JEC92 1/'DEC92
.3370 5 5 0 Area D Punch'out . Dayrm/Off . both floors 15DEC92 21DEC92
~3310 5 5 0 Area E - 2nd Fl . Test Systems 28JAli93 3FEB93
:3320 5 5 0 Area E . 2nd Fl . Punch-out 4FEB93 10FEB93
53350 5 5 0 Area E Syst~ Drops. both floors 7JAf\93 13JAl/93
53:>60 5 5 0 Area E . Systems Test. Dayrm/Off - both floors 14JAli93 20JAIo/93
53370 5 5 0 Area E Punch-out. Dayrm/Off - both floors 2TJA"'93 27JAI/93
Cei l i r-:;s
11280 20 20 0 Area A - 1st Fl . Ceiling Board/Tape/Plaster 16OC192 12f10v92
. ........ ............ ....... ............... -.......... ...................... ................... ..................... ............................ ................. ...... ...-................. --.... ..........-.. .......... ...........
Konroe CO\.F\ty, Florida
:JRT D.A.TE '9'VEC91 RUN NO. 50
16:28
~~MEO RE~T . line skip by activity code
.A.CT IVI TY
10
Finishes
43480
4:y. 90
43500
43510
43520
43530
53040
53045
53400
53410
53440
534S0
5:y. 90
53500
535'0
53520
53530
ORIG REH
OUR OUR
'5
'5
'5
15
'0
10
'5
10
20
'0
5
'5
'5
'5
'5
10
'0
'5
15
'5
15
10
10
'5
'0
20
10
5
15
15
15
15
'0
'0
Etectrical Equipment
20350
20:>60
20370
20380
20400
204 1 0
20420
20430
20450
20460
204 70
20480
15
5
1
70
15
5
,
120
'5
5
1
145
~echanical Equipment
20200
20210
20220
20230
20250
20260
20270
20250
20300
20310
20320
20330
15
5
1
70
15
5
1
"0
15
5
1
80
rRIK~VERA ~OJECT PLA~NER
Konroe CO\.TIty Detffition Facility
~onroe County Cetffitlon F&cilil
START DATE 1.A.UC91 FIN DATE "
DATA DATE 1SN0Y91 PAGE ~O.
......--...-.. ......-..........--........-............................................................. ............. ................. ......... ..............
x
ACTIVITY DESCRIPTION
SCHEDULED
START FIHISH
...........-........... ---....--..................--.......-......--.............--......-.....-..-............. ............-... ................... ."'.--..'" ...........
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
15
5
1
70
15
5
1
120
15
5
1
145
o
o
o
o
o
o
o
o
o
o
o
o
15
5
1
70
15
5
1
"0
15
5
1
80
o
o
o
o
o
o
o
o
o
o
o
o
Area D . Casework - both floors
Area D . Glazing' both floors
Area D - Door Hardware. both floors
Area 0 - Acoustical Ceiling - both floors
Area 0 . Floor prep . both floors
Area 0 - Floor covering. both floors
Area E - 'st Fl - Cell Furniture
Area E - 2nd Fl . Cell Furniture
Area E - Cell Doors & Door Fromes - both Floors
Area E . Grout Cell Door Frames. both floors
Area E . Doors & Grilles - both floors
Area E - C8s~rk . both floors
Area E Gtazing - both floors
Area E - Door Hardware - both floors
Area E - Acoustical Ceiling - both floors
Area E - F t oor prep - both floors
Area E . Floor covering - both floors
Area 8 . Switchgear' Generate P.O.
Area 8 - Switchgear - Select Vendor
~rea 8 . Switchgear. Issue PO
~rea 8 . Switchgear. Fab & Delver
~rea 8 . Emerg Gen - Generate P.O.
Area 8 . Emerg Gen . Select Vendor
Area 8 - Emerg Gen - Issue PO
Area B - Emerg Gen - Fab & Deliver
Area 8 . UPS System - Generate P.O.
Area B UPS Systel1l - Select Vendor
~rea B UPS S)~tem . Issue PO
~rea 8 UPS System - fab & Deliver
~rea 8 ~. Generate P.O.
~rea 8 . ~ - Setect Vendor
Area 8 - ~ . Issue PO
~rea 8 - ~ - Fab & Deliver
Area B . Chitters - Generate P.O.
Area 8 - Chillers. Select Vendor
Area 8 - Chillers - Issue PO
Area B Chilters - Fab & Deliver
Area B - AHU . Generate P.O.
~rea 8 . AHU - Select Vendor
Area 8 . AHU - Issue PO
~rea 8 AHU - Fab & Deliver
4fEB93
4fEB93
4FEB93
4FEB93
4FEB93
2SFEB93
20CTn
230cTn
20H0\'92
220 E C92
18FEB93
111'.AR93
llKAR93
11KAR93
l1KAR93
llAAR93
1APR93
13JANn
3FEBn
10FE8n
l1FEBn
13JANn
3FEBn
'OHBn
"FEBn
13JAHn
3FEB92
10fEBn
l1FEB92
13JA~92
3FEBn
'OFEBn
" FEB92
i3JAHn
3FEBn
10FEBn
l1FEBn
13JANn
3FEBn
10FEBn
l1FEBn
24FEB93
24FEB93
24FEB93
24FEB93
17FEB93
10KAR93
22ocT92
5 N0Y92
21DEC92
6JAH93
24FEB93
311'.AR93
31".AR93
31KAR93
31KAR93
24KAR93
14APR93
31JA1I92
7FEB92
10FEB92
1SAAY92
31JANn
7FEB92
10FEB92
29JUL92
31JAli92
7FEB92
10FEBn
2SEP92
3'JAHn
7FEB92
10FEBn
1e.~.l.. y92
31JAN92
7FEB92
10FEBn
15JUL92
31JAH92
7FEB92
10FEB92
2JUH92
. . .. . ... .. ... ... .. .. .... . . .. ... .. .. ... .. .. .. .. .. .. .. ... .. ... ... .. ... .. .. . - - ... ... .. ... .. ... .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. ... - .. .. ... .. ... .. .. .. .. .. .. . .. .. . .. .. .. ... .. .. .. ... .. ... ... - .. ... - .. .. .. .. .. ... .. .. .. .. ... .. .. .. ... .. ... .. .. .. .. .. .. .. ... ... .. .. ... .. .. .. .. .. .. .. .. ..
~OC\roe Co..nty Cet~tlon r"dllty
PRJKA,~~A PROJECT PLA~WER
K~roe County. Florida
fIN O~TE 1J
lAUG91
START DATE
Xonroe CvJnty Det~tlon racility
RUN NO. 50
REPORT DATE 19CEC91
16:28
SCHED REPORT - line
1 8!<OV9 1
PAGE ....
DATA DATE
skip by activity code
............ ..... .............. o."." ............ - .......... ....-...... -... ....- -..... --...... ...........
.... ...... ..........
SCHEDULED
STAAT FINISH
ACTIVITY DESCRIPTION
Ol<IG REI(
[XJQ. DUR
ACT lV1TY
10
x
.................- .................................................-....................-.............----........ ...............- .................
.......... ........
K~hBnlc81 Equipr.~t
22290 10 10
)2300 10 10
)23 10 10 10
)2320 10 10
3ffiO 10 10
32...'40 5 5
40500 15 15
40510 5 5
40520 1 1
40530 40 40
50500 15 15
50510 5 5
50520 1 1
50530 40 40
l aIX'd ry E qJ i ?llen t
2OSOO 15 15
2OS10 5 5
20520 5 5
2OSJO 85 85
Kitchen Equip-nent
30100 25 25
30110 5 5
>0115 5 5
>01Z0 50 50
30130 15 15
30140 3S 3S
30150 150 150
32150 5 5
324aO 5 5
Set Equipnef1t
22210 10 10
22220 10 10
22230 10 10
22240 10 10
22250 10 10
22260 10 10
22270 10 10
3Z~ 1515
42050 5 5
52050 5 5
~echanic81 System Ch~k-out
71005 20 20
72005 20 20
15OCT92
290C T92
12N0'>'92
301<0'>'92
14DEC92
21DE<:92
31JAN92
7FEB92
10fEB92
6APRn
31JAN92
7FEB92
10FEB92
6APR92
COCT92
16OCT92
300cT92
13110'>'92
1DECn
15DEC92
13JA~92
3HB92
10fE892
1 HEB92
13JAN92
3FEB92
10HB92
1 HEB92
Ar~a B . 2nd Fl - Erect ~T
Area C - 2nd fl . Cooler Floors - Install
Area C - 2nd fl - Cure floors
Area C - 2nd fl - Cc~ler Froming
Area C - 2nd fl - Cooler Panels' Install
Area C 2nd fl . Cooler Trim .out
Area 0 - AHU'S - Generate P.O.
Area 0 AHU's - Select Vendor
Area 0 - AHU'S - Issue PO
Area 0 - AKU'S - Feb & Deliver
Area E . A~'s - Generate P.O.
Area E - A~J's - Sel~t Vendor
Area E AHU'S - Issue PO
Area E AHUts. fab & Deliver
o
o
o
o
o
o
o
o
o
o
o
o
o
o
31JA~92
?FEB92
14fEB92
15JUl/n
13JAl/92
3FES92
10FEB92
17F EB92
Are8 B . laundry Equip - Generate P.O.
Area B - l~Jndry Equip - Sel~t Vendor
Area B - layndry Equip - Issue PO
Area B - la~ry Equip - fab & Deliver
o
o
o
o
14FEB92
21FEB92
28fE892
Bi'.A Y 92
1JU~92
21JUL92
SJM~93
290C T 92
31/".AR93
13JANn
, 7FE B92
24FES92
2J<.ARn
111'.AY92
2JU~92
2JUI<n
23OCT92
25~R93
Area C - (itchen Equip - Generate P.O.
Aree C (itch~ Equip. Staff Revi~
Are8 C - (itchen Equip . A~ard P.O.
Area C (itch~ Equip' Shop Drawings
Area C (itch~ Equip. AlE Review & Approval
Area C - (itchen Equip - fnl Coord wi others
Are8 C - (itchen Equip - Fab & Deliver
Area C - 2rd Fl - Install (itch~ Hoods
Are8 C - 2nd Fl - Kitchen Equipment Trim-out
o
o
o
o
o
o
o
o
o
26Auc92
26AUG92
26AUG92
26AUG92
26AUG92
17SEP92
26AUc92
24/".AR93
26AUG92
80CT 92
13AUG92
13AUc92
13AUc92
13AUe92
13AUG92
3SEP92
13AUG92
4XAR93
20AUe92
2OC192
- Set ~T Equipment
- Set Chiller Equi~t
Set AHU Equi~t
- Set Switchgear
- Set Emergency Generator
- Set UPS Systelll
- Set laundry Equipment
- Set (itchen Equiprr~nt
- Set AHU's D1 2nd DZ
- Set AHU's - El and E2
Area 8 Z.-.:l Fl
Are8 B . 2nd Fl
Are8 8 - 2nd Fl
Area 8 - 2nd Fl
Area 8 2nd fl
Area 8 - 2nd Fl
Area 8 - 2nd fl
Area C - 2nd Fl
Area 0 2'Xi f l
Area E - 2rd Fl
o
o
o
o
o
o
o
o
o
o
& Balancing
o
o
14JAl/93 10FEB93
11FEB93 10KAR93
Area A . ~ech System Tie-in & Initial HVAC T&8
Area 8 ~ech System Tie-in & Initial HVAC T&8
............... ...... ...-..... ---....... .-. -....-. .---............ .-.......-.-.. ..... .....-....-..-......... ..... ......-. ................ ........ --.- ---.. ...- - -..-....-.. --.. ---. .--...........
l'Conroe CO\..rIty, Florida rR1KAVERA PROJECT PLANNER ~onroe County Detention f&cility
lI\T CATE 190EC91 RUN NO. 50 ~onroe C~Jnty Detention facility START D"TE 1 AUG91 fiN CATE 1L
16:28
~..,.ED REP1:lRT . line sKip by activity code DATA DAlE 1BHOY91 PAGE I/O. 9
.. .. .... - ........- .. ... .. . .. - - - -.........-..... --..... -.... -......... - _..- - -........... ---........ --.......... - --.. _..._- .. -.. .. .. .. .. ... ............... .. .. .... - .. .. .. .... .... .... .. .. --
ACTIVITY OR1G REM ACT1VITY DESCRIPTION SCHEDULED
10 DUR OUR ~ START fll/lSK
.. .. .....- ... .. - ... . .... - .. - .. .. .. .. ... -........-.. ........ ..-...... ....... ..... .-.......-............... --.... ..... ........ ....---..-- .. .. .. .. .. .. - . ................. .. .. .. ...... .. -
Cei lings
12220 15 15 0 Area A. . 2nd F I . Drywall/Tape/Plaster Ceilings 300c192 191-10\/n
21200 15 15 0 J..rea B - 1st Fl Ceiling Board/Tape/Plaster 160CTn sliovn
221,30 10 10 0 Area B . 2nd F l . Drywall/Tape/Plaster Ceilings 1CECn 14OEC92
31200 15 15 0 Area C . 1st Fl . Ceiling Board Tape & Plaster 10EC92 210EC92
32410 15 15 0 Area C . 2nd Fl . Cei lings "JA1I93 3FEB93
'3 :>80 15 15 0 Area 0 . Drywall/Tape/Plaster Ceilings' both fl 220EC92 13JA.I<93
53380 15 15 0 Area E . Drywall/Tape/Plaster Clgs . both floors 28JA.II93 17FEB93
\lire Pulls
11300 10 10 0 Mea A . 1st Fl . Ioli re Pulls 13kOV92 301i0V92
1221,0 10 10 0 Area A - 2nd fl . Iolire Pulls 20l/0V92 7DEC92
21220 15 15 0 Area B . 1st fl Iolire Pull 6/oiOV92 301i0V92
221,50 20 20 0 ,\rea B 2nd Fl . ..ire Pull 15DEcn 13JA1I93
31220 15 15 0 Area C . 1st Fl . Ioli re Pull 22DEC92 13JAI<93
32400 15 15 0 Area C . 2nd Fl - Wi re Pull 22DECn 13JA1I93
1,3420 10 10 0 Area 0 - 'Ji re Pull . start . both floors 30DECn 13'JA.Jo/93
43430 5 5. 0 Area D . Ioli re Pull . complete - both floors 14JAN93 20JAI-I93
53420 10 10 0 Area E - 'Ji re Pull . start . both floors 'FEB93 17FEB93
53/.30 5 5 0 Area E . Ioli re Pull - complete' both floors 1SFEB93 24fEB93
Trim-out Utilities
11330 15 15 0 Area A - 1st Fl - ~/E/P/S Trim-out 1SDECn 6JAI<93
12280 15 15 0 Area A 2nd F I ~/E/P/S Trim-out 22CEC92 13':1.10193
21260 15 15 0 Area B - 1st Fl - ~/E/P/S Trim-out 150EC92 6.'1..10'93
22 t.8O 10 10 0 Area B - 2nd Fl . ~/E/P/S Trim-out 28JA1I93 10FEB93
31260 10 10 0 Area C - 1st Fl - ~/E/P/S Trim-out 28JAI-I93 10FEB93
32470 10 10 0 .l,rea C - 2nd F I - ~/E/P/S Trim-out Ql.AR93 1 i)'.A.R93
4 3/. 70 15 15 0 Area 0 - H/E/P/S trim-out - both floors 4FEB93 24FEB93
534 70 15 15 0 Area E . H/E/P/S trim-out - both floors 11KAR93 311".AR93
Painting
11310 10 10 0 Area A . 1st Fl Prep for Bul~ Painting l3IiOV92 3 C/o, 2\'92
11320 10 10 0 Area A . 1st fl . Bulk Painting 'OEC92 140ECn
12250 10 10 0 Area A - 2nd Fl - Prep for BulK Painting 2CliOV92 7DEC92
12260 10 10 0 Area A - 2nd fl. BulK Painting 80 E cn 21DEC92
21230 10 10 0 J..rea B - 1st Fl . Painting Prep 6110V92 19\(0\'92
21240 10 10 0 Area B 1stFl . Bulk Painting 1DECn '''DEcn
22~ 10 10 0 Area B - 2nd fl - Painting Prep 1SDEC92 290EC92
221,70 10 10 0 Area B - 2nd Fl - Bulk Painting 14JAN93 27 JMI93
31230 10 10 0 Ar ea C - 1st Fl - Painting Prep 22CEC92 6':AI\93
3121,0 10 10 0 Area C - 1st fl - Bulk Painting 14':,1..)/93 27 JA"'93
32430 10 10 0 Area C . 2nd fl - Paint Prep '''':,1,1193 27JAJo/93
32440 10 10 0 Area C - 2nd Fl - Bulk Painting 4FEB93 17FEB93
434S0 10 10 0 Area 0 . Paint prep' both floors 22DE en 6JAI(93
43~ 10 10 0 Area 0 - Bulk Paint - both floors 21JA1I93 3FEB93
53450 10 10 0 Area E - Paint prep' both floors 28':1..)/93 WFEB93
......... ............. ............................................... -.. -. ... -.... ~ ..... -. ~........................... "'.................................................. -......... -............ -..... -..... .. ....... -..... - ~"""''' - -....... -.
~vnroe County, Florida
PRlKAVERA PROJECT PLA~WER
Mvnroe C(XI)ty Detention f&cilit;
REPORT DATE '9DEC91 RUN NO. 50
'6:28
SCKED REPORT - line skip by activity code
~onroe County Detention Facility
START DATE 1 AUG91 flH C~TE "
DATA CATE 1z"II0Y91 PAG'
- .. .. ..... ......... .. ... .. ... .. ... ... .. ... .. ....--.....-......... -...---.. ---................ .......... ---...................... --....---.. ..--......... .. .. .. .. - - -... -... .. ...... .. ..
ACTIVIT'" CRIG REM ~CTIVIT,( DESCRIPTION SCHEDULED
ID DUR OUR X START fiNISH
.....--- ........ ... .. ... - - .. .. ... .. -- .... .-..... -....... .....-......... -... ......... -..-.... -............ -_..._.................... ......-..-....... .. .... ... . - ... ... - ... ... .. ... .. ..... .................... .
Painting
534-60 10 10 0 Area E - Bulk Paint - both floors 25fEB93 1OHAR93
77020 30 30 0 Painting - Interior Tovch-up (start) 1exAR93 28APR93
77030 10 10 0 Painting - Interior Touch-up (compl) 13HA '(93 26KAY93
Tl04 0 ~ 60 0 Painting . Exterior Building SfE893 29.A.PR93
finishes
11290 '0 10 0 Area A - 1st fl . Install Doors & Grit Is 13110\'92 30110\'92
11~0 1S 1S 0 ....rea A - 1st Fl - Casek'OrI( 15DEC92 6JAl/93
11350 15 15 0 ....rea A - 1st Fl . Glazing 15DEC92 6JAN93
11360 15 1S 0 .&.rea A 1st ft - Door Hardware 15DEC92 6JAII93
11370 10 '0 0 krea A - 1st ft - floor & ~all Coverir~s 7JAI/93 20JAII93
12230 10 10 0 Mea A 2rd ft - Instl Doors & Grills 20lolov92 lDEC92
12270 10 10 0 Mea A - 2rd fl - Case><ork 22DE cn 6JAI/93
'2290 15 15 0 Mea A. 2rd Fl - ....c ous t I clll T i Ie 22DECn 13JAIoI93
12300 15 15 0 Mea A . 2rd Fl Door Hardware 22DECn 13JAN93
12310 15 1S 0 ....rea A . 2rd Fl - Glazing 220EC92 13JAN93
12320 15 1S 0 '&'rta A . 2rd fl . floor & ~all Coverings 14JAN93 3FEB93
21'90 10 '0 0 Area B 1st Fl Floor Pre? 16OCT92 290C T 92
212'0 15 1S 0 "rea B - 1st fl . Doors & Grilles 6NO\'92 301/0\'92
21250 '5 15 0 Area B - 1st fl . ....coustical Tile 'SDEC92 6JAI/93
21270 '0 10 0 "rta B - 1st fl . Door Har6lare '5DEC92 2%Ec92
21280 10 10 0 .&.rea B 1st Fl . Glazing 'SDEC92 mECn
21290 15 'S 0 ....rea B - 1st Fl . Floor & \lallcoverlngs 7JAN93 27JAI/93
22420 10 '0 0 Arta B . 2rd Fl - Floor Prep 1DEC92 '40EC92
22440 10 10 0 Area 8 - 2nd Fl Doors & Gr i It es . Instllll 1SDEC92 29:JECn
22490 5 5 0 Area B . 2nd fl Door Harc..are 28JAI/93 3HB93
22500 5 5 0 Area B - 2nd fl - Glazing 28JAII93 3FEB93
225 1 0 5 5 0 Arta B 2nd fl - Acoustical Ti Ie 28JAN93 3FEB93
22520 5 S 0 Area B - 2rd F I - floor & ~allcoverings , HEB93 17FEB93
3' 1 20 10 10 0 Area C - 1st fl - Ceramic Ti Ie 25sEP92 8O<:T92
31'90 10 10 0 Aorea C - 1st Fl . Fl oor Prep 'DEC92 14DEC92
31210 '0 10 0 ....rea C - 1st Fl Doors & Gr i I I es 22DECn 6JAII93
31250 5 5 0 ....rell C - 1 st Fl - ....coustical r; Ie 28JAI/93 3fE893
3'270 10 10 0 Area C 1st Fl - Door Har6lare 28JAIo/93 10fEB93
31280 10 10 0 "rea C - 1st Fl Glazing 28JAN93 10fEB93
31290 10 10 0 ~rea C 1st fl . Floor Covering , 1FEB93 24FEB93
32420 10 10 0 Area C - 2nd Fl - Install Doors & Grit les 14JAH93 27JAI<93
32450 10 10 0 Area C - 2nd fl - Seamless Floors 18FEB93 3~"A,R93
32490 10 10 0 ....rea C 2nd fl Other f t oori ng 4i'.AR93 1f"lo\AR93
43040 '5 15 0 .&.rea 0 1st Fl Cell Furniture 20AUG92 10SEPn
43045 10 10 0 Area 0 - 2rd Fl - Cell Furniture 11SE?n 24SE?92
43400 20 20 0 "rea D - Cell Doors & .Door Fr<>mes 16OCT92 1ZNOv92
434'0 10 10 0 Area 0 Grout Cell Door Frames - both floors 13110\'92 3DIiOv92
43440 5 5 0 Area 0 Doors & Grilles - both floors 14JA1/93 20J.6.1/93
... ... ... .... .. ... .... .. ... ... ... .. ... .. .. .. .. .. ... .. ... ... .. .. ... .. - .. .. .. .. .. .. .. .. .. . . .. .. . .. .. .... .. .. .. .. .. .. . . .. .. ... ... .. .. .. .. .. .. .. .. .. . ..... ... .. .. .. .. .. .. .. .. . ... ... . .. .. - . - .. ... .. . ... .. .. .. .. ... .. .. .. .. - .. - .. .. .. .. .. .. - .. .... ... .. .. .. .... .. ....... -
Monroe County, Florida
PRl~~\~RA PROJECT PLA~~ER
~onroe County Detention fa:ility
RT CATE 190E<:91 RUN NO. 50
16:28
.._..~O REPORT. l!r>e skip by activity code
~onroe County Detention facility
START DATE 1 AUG91 FIN DArE 1).'
DATA DATE 18~0V91 PAGE wO. 13
.............-..... ...-........................................-.................................................. ................ .................... ................. -..-.......... ...-
ACTIVITY
10
OIl I G REM
DUR DUR
ACTIVITY DESCRIPTION
SCHEDULED
START FINISH
x
...................- ....--...........................-........................................................ ................ ......--..-.. _..........-- ............... ....
M~hanlcal System Ch~k-out & Balancing
73005 20 20 0 "rea 0 . ~ech System Tie-in & I ni t i al HVAC Tt.B 25FEB93 24XAR93
74005 20 20 0 Area C ~ech System Tie-in & Initial HVAC TU 1&v.R93 14APR93
15005 20 20 0 Area E . I<~h System Tie-in & Initial HVAC T&B 1APR93 28APR93
15500 10 10 0 HVAC System - Final Test & Balance 29APR93 12KAY93
15600 10 10 0 Building 0 & I< System - Verification / Checkout BKAY93 26XAY93
nOlO 10 10 0 Chlorinate & Flush Drinking ~ater Lines 29APR93 1ZAAY93
El~trical / Security Device Verification
71020 15 15 0 "rea A . Point to Point Device Verification 14JAI/93 3fEB93
72010 1S 15 0 "rea B Point to-Point Device Verification 1 1F E893 31'.AR93
73010 15 15 0 Area 0 - Point to Point Device Verification 2SFEB93 17XAR93
74010 15 15 0 "rea C . Point to Point Device Verification 18.lJ.AR93 7APR93
75010 15 15 0 "rea E - Point to Point Device Verification 'APR93 21APR93
Fi re Protection System Final Test
75 700 20 20 0 Fire Prot~tion System. Final Testi;.,g 29APR93 26J:1..AY93
S~urity System Operational Tests
7\0'0 5 5 0 Instl S~uritySystem COO'pJter Equip ~ Ctl R 001l 'HEB93 HfEB93
n01S 5 5 0 Load Security System Programs 18FEB93 24FEB93
71025 15 15 0 Area A . Security System Operatior~l Tests 25FEB93 1 ?lJ.AR93
720'5 15 1S 0 "rea B S~urity System Operational Tests ~"J,R93 24KAR93
73015 15 15 0 "rea 0 Security System Operational Tests 181'.AR93 7APR93
74015 1S 15 0 ,&,rea C Security System Operational Tests CAPR93 28APR93
15015 15 15 0 Area E - Se<urity Syst~ Operatior~l Tests 22J,PR93 12KAY93
S~urity System IntC9rated Tests
76000 10 10 0 S~urity System - Intl.'grate-d Test (start) 1 31".A Y93 26J:I..AY93
760'0 20 20 0 Se<urity System - Integrate-d Tl.'st (c~l) 27l'.AY93 2~JU"93
Final Pl.X'lCh
77050 15 15 0 AlE Building Component Punchout 27XA Y93 17JUN93
Ortrte r / AE Oemonstrations\
80000 5 S 0 Owner/AE Denonstrations & final Vallthru 2SJ:;!l93 1JUL93
SECTION 00133
PROPOSAL FORM
Bid Package No. 33
Sealants
BID TO MONROE COUNTY PURCHASING DEPARTMENT
PUBLIC SERVICE BUILDING, CROSS WING,
ROOM 002, 5100 COLLEGE ROAD, STOCK
ISLAND, KEY WEST, FLORIDA 33040
BID FROM: Roman Caulking & Waterproofing
Company of Florida, .Inc.
3400 S.W. 26 Terrace
Fort Lauderdale, Florida 33312
The undersigned, having carefully examined the Work and Drawings,
Specifications, Proposal, .ancl1\ddenda . thereto and other Contract
Documents for the construction'of:
Bid Package No. 33, Sealants
and having <;.~r.erully examined the sitelllh~re'the Work is to be
performed, havlrigbecomfi~~fainIliarwith 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, engineering support, 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.
0]/25/92
SEALANTS PROPOSAL FORM (ADD. 8)
00133 - 1
,-_... --------
/ 2---:/
__I __i l -, -- .1. i. ~- -='" L
r- t-...:... .t.
I _..::> 1;::)1
" Ll I I H I.....
'-- t-1 IJ L- r-..... ..L ..... ~
!
,
1.
I
I
\
i
, !
Ite~s are.'Curnish and inst411' where
as specitl,ed in the Scope ol Work.
. I
Kobili%atidn I
. l
f
i
I
;
I
Sublnit~ls ! I
Sealants, ~c~-=-!.~a~~I<,~
~t_~,~;::
Ktscellane6~ Items (use it vork it~~l
cannot be ~teqoriied 11\ itemS 1-s1vel
OWn.,>: Opti~n 337'01: P1Ulllblng Fixture r""11U1ts
nmu~ L
,
.
i
i
TOTAL BASI( BID, Items 1-'; (figw::es) J
I
I
i
1
L4tnrLS.1J1l.I Base Bid
lROPO.a~ [OTtM
. 2.
Note:
~Qnd
J.
Sales 'tax
4.
s.
6.
"'I.
~ BASE: BIt>. (words) """'
i
T~re~ Hundred S~venty-five !hou8a~d. Six B ndred Forty
""""-"'-!:"
05/04/92
.
i
i
j
, I
(M)p.
I
~
I
11)
J
. SEAU..NTS PROPOS^L FORM
r- _ ~,~.
~PPlic~ble,
s S~!9~.!.~J__
$~~:~q9~__
:
$..!, 4~;,29,____
(
$~4:..~____
~
$ 36~:700. 00
~-"'-"---.
~
I
$
..'0-
I 1 ~
$.L..U40,.n.Q ~
,
,
,
!~7~~~4>~!~
~
,
.J.~. .....~......-._
I
.
,
ooU~_
". ,
00 113.... .~-..2--
,
8. Owner Option 33-02: Zone F Sealants
ADD / DEDUCT (Circle One)
Owner Option 33-02, (figures)
$82 765.00
===!:,:======
Owner option 33-02, (words)
Eight-two Thousand, Seven Hundred, Sixty-Five
DOLLARS
_.:.' _X.El.'e."
. -. ~ . " ..... ... ~.. ". . ::. ."... .-
..".. ...". . .....:.... ". ~."~~~i
__.,.. :::~f~d::~^~l~
. .... .' .:. "~'. . . .,....."..."":"$,-!'~" . ~..",.?:-~-j:;;<:. .
. - . . - .. ~~.. . .~>~._~....... -<-. . + .
i1tt~~""ti'*l1"'~~~a~f.,'Q~~' x. . t':].;.""'~~~~~1
.. . , -,.: :....,;;L~'4.:#. .~.:Js~~i ;,.,..y.r.u~~~. . .::..:*"A'<'=>>............. . . ... .. .... ..:.., ... ..:.. x<......... .' .......
fl.'h...~Yf:'..t":..O.~.I.:.~.. . .~..~~::::,;(*~':$3~.}'~:O;'''~WM~. I ~''''''--'_~v ~~..........,,,..w,....N'N..'^"....,~......,..,..w.,.v^"_.
____fa
.." ...<.....,........ <..... " ..... .W., .'. ...... . w...... ........<................. .<....,~... ... .'>..,.. d... ........... ..... '...., .. . ...'.. . ,. ...... ..,......."'....... . 1i .1
...~..;. ........,.......................~v"'^... ~.......v-......................".............,... .........--..........--............^....... ~'^"""""'._.......--....~-__--._.....................N......... ...~........."""""^""..v~........._........._
05/04/92
SEALANTS PROPOSAL FORM (ADD. 11)
00133 - 3
--~
..~
,
I acknowledge receipt of Addenda No. (s)
1 through 13
I have included pages 1-3 of the Proposal Form~ and attached
the required Bid Security yes./, Lobbying and Conflict of Interest
Clause yes~ Sworn statement of Public Entity crimes~ and Non-
CollusIOnAffidavit yes.!.
(Check mark items abovel as a reminder that they are included.)
ROMAN CAULKING & WATERPROOFING co. OF FLORIDA, INC.
Mailing Address: 3400 S.W. 26 Terrace
Fort Lauderdale. Florida 33312
Phone Number:
(305) 797-2500
Date:
f.. /; .)0-'
) /) I "
;' I
RO~N ~ CAULKING & WATERP/,"PFI;' I c~ OF_~LA
S 19ned : - . ..-c.-_- ~ ~
INd.
/
/,
. Joanne C. Himmel
(Name)
President
(Title)
witness:
\
/ifl ~ II~( l~- It /lfl-
. ;)
c
(Seal)
I ofFJ'CiiJ:-r~CTARY SEA
IJlIRMA JEAN wm
I' ''TTA oy rl .~U( S1^n:: OF FLURITJA
; f -,.",. :~:()hj 1-)' lrt,'.'('('922
j ., 'I,! FX!'JM~,1O.1996
03/25/92
SEALANTS PROPOSAL FORM (ADD. 8)
00133 - 3
--~-
THE AMLLI~AN INSTITUTE OF ARCHITECTS
I
AlA OOUlfllClll AJ 10
Bid llond
as Principal, hereinafter called the Principal. and
P~efe~~ed National Insu~ance Company
_~."'1~'f7 ~~_;.-._:~_:: IT::~' 7';'''<'-S-~::~-~--~'-~j;;.~
lIttr.'&.u"i~_~,:!,.~_!_.~ i~"J"Of 1f'llIt 'itl.-~' SU';'yJ
KNOW ALL MEN 13Y THESE PRESENTS,
of Flo~ida, Inc.
; ... i'Jt~.~ . . ~,,~
Ih~_ we Roman Caulking & WaterprOOfing
': I1ltl. inn" lull na",f' .and .ddf~U Of I.a.llillt of (onhuto.1
a corporation duly organized under the laws of lhe Slale of Florida
as Surety, hereinafter called the Surely, are held and firmly bound unto
(Ihft' in",.1 h,II n..mf' and add,,,,. or Irl,llitlt of Ownt.'
Hon~oe County Boa~d of COI1Tldssione~s
as Obligce, hereinafter called the Obligee, in the sum of
Five Pe~cent of Amount Bid Dollars IS 5% of Bid I,
for the payment of which sum well and truly to be made, Ihe said Principal and Ihe s;.id Surely, bind
ourselves, our heirs, executors, administrators, successors and assigns, joinlly and severally, firmly by
these presents.
WHEREAS, the Principal has submilled a bid for
ttlt,t in'.'l full namt. ,dd'u~ Ind dt\cription 0' p'Otten
HOllroe County Jail Facility
NOW, TIlE R EF OR (, if Ih. Oblig.. ,h.1I "Hpl Ih. bid 01 lh. Princip.1 .nd Ih. Princip.1 ,1..11 ~nl.r into a Conine I
wilh ,h. Obligee in I(cordanc. wilh lh~ lerms of such bid, and give such bond or bondl 1\ m.y b. specified in Ih. biddinll
or Conlrac' Documenl' wilh good and ,ufficient ,urely for lhe hilhlul pe"ormanc. 01 !Uch Conlracl and for I". prompl
p,ymenl o' bbor and mJile.iJt furnish~d in Ihr prosecution thereof, or in the e'r'ent of the bilu.r of the P,incip,af to ent~r
such Contracl and give \Uch bond 0' bond" if Ihe Principal Ih.II pay 10 lhe Oblig':. ,h. differenc. nol 10 excHd Ihe penally
hereol belween th. amount ,p.cilied in Slid bid and such large. amount lor which th. Oblige. may in good failh conlracl
with anolher party 10 perlorm Ih. Work cov.red by Slid bid, Ihen thi, obligalion shan b. noli and void, otherwi,. 10 remain
In full lo,ce and dlect.
Signed and sealed Ihis
15
day of
Hay
19 92
j 1 (' ~ ".... J- Ie /t/
/Wilnell'
(I" -_J~ -
/JolI'nne c. Himmel/litlel President
, Inc,
e."
(1) -LilO (liuL y
(Wifn~U' :'..-
lP~ef.er~ed National Insurance Company
.?~~!!J f~v~rs(a"
/lirfe'
lIichael A. Holmes, Attorney-in-Fact
AI" [)OCUMfNJ }\]10. 010 R(Hl(). AlA ~. ffnRlI^RY 11:0 rn. till ^'.H~I( ^,l
ItlSllJUH or ARCtllHC1S, IllS N.Y. AVE.. N\-J_. V'{"'1)IIHH;1(U', (l (' ]poo'.
BUSINESS REPLY MAIL
FIRST CLASS
PERMIT NO. 121
Hall YWOOO. Fl
POSTAGE Will BE PAID BY ADDRESSEE
Arch,Holmes,Broder,Nottingham Insurance
6122 Washington Street
Hollywood, FL 33023
------
/' / ---;7
./
Preferred National Insurance Company
Coral Sprfngs, "orfd..
POWER OF A TIORNEY
If\- new ~IJ 1Mtn 1!Bl! ~~tst t)rtStnts; That Preferred National Insurance Company, a corporation of the Slate 01
Florida. by Stephen Weicholz, President, and Heleoo Weicholz. Secretary, in pursuance of authority granled by Article XI, Section 1 & 201 the By-Laws
01 said Company. which reads as follows:
ARTICLE XI. SECTION 1 - The Chairman 01 the Board or Presidenl or any Vice President or Secrelary shan have power and authority \0 appoint
AlIorneys~in.Fact. and to authorize them to execute on behalf ofll1e Company, and attach the seal 01 the Company thereto, bonds and undertakings,
rccogniz::Inces. contracts of indemnity and other writings obligatory in the nature thereof.
ARTICLE XI. SECTION 2 - The signature of any authorized olflcer and the Seal of the Company may be affixed by facsimile to any Power 01 Attomey or
Certification thereof authorizing the execution and delivery 01 any bond, undertaking. recognizance, or other suretyship obligations of the Company, and
such signa lure and seal when so used shall have the same loree and effecl as though manually fixed.
Docs hereby nominate, constitute and appoint
Gerald J. Arch, Michael A. Holmes, and James E. Dickmeyer
its lrue and lawful atlerney. for it and in its name, place, and stead \0 execute on beha" of the said Company as surety. aU bonds, un<lertllkings and
contracts 01 suretyship In the amount not \0 exceed: FIVE HUNDRED THOUSAND DOLLARS ($500,000.00) -,
rroferred National Insurance Company. as fully and amply, to all Intents and purposes. as II they has been duly executed and acknowledged by the
regulaf'ly elected officers of the Company at its office in Coial Springs. Florida, In their own proper persons.
The said Secretary does hereby certity that the aforegoing is a true copy of Article XI, Section 1 & 2 of the By-Laws of said Company, and Is now WI
force
IN WITNESS WHEREOF, the said President and Secretary have hereunto subscribed their names and affixed the Corporation Seal of the said
Preferred National Insurance Company. this 8th day of September. 1989.
, '
. ,'C.
ATTES~/J)I . ,.,,,, IT ~~'I~:,.:~;~:~efe~atlo~l1su~rBnce com~Bny
---:T"M e~/I':~' (:~;V ~ .:-,~. ) e;. .
'- Secr.'ory /~, :. \ ~ ~ IT . ,t,l . Pr..ident .
ST ATE OF FLORIDA ) ss:'" . ! ': ~ 71 ..,11 /
CITY OF CORAL SPRtNGS ).." . .,'..,'. ."
'.'.):0 I <-.
On this 8th day ot'September. A.D.. 1989. before the subscrfbllr. .. NOldIY Pubfic of the Slate of Florida. duly commissioned and qualified, came the
above named President and Secretary 01 Preferred National Insurance Company to me personally known to be the Individuals and officers described in
and who exereted the preceding instrument, and Uley each acknowledged the execution of U,e same, and being by me duly swom, severally and edCh
for himself deposeth and saith. thaI they are the said officers of the Company aforesaid, and that the seal allixed \0 the preceeding instrument is the
Corporate Seal of said Company. and that the Corporate Seal and their signatures as such officers were duly affixed and subscribed 10 the said
Instrument by the authority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal. at the City of Coral Springs. the day and year first above
wriMen.
\.
( , I.' . \..
J
;.
: NOlary Public Commission Expires May 24. 1993
CERTIFICATE
I. the undersigned. Secretary of Preferred Nationallnsuranee Company, de hereby certify thaI the original Power of Attorney of which the foregoing is a
lull, true and correct copy. is in full force and elfecl on the date of this certificate; and f de further eertify that the President who executed the said Power
of Attorney was specially authorized by the Board of Directors 10 appoint any Anorney~in~Fact as provided in Article XI. Section 1 & 2 of the By~Laws of
the Preferred National Insurance Company.
This Certiftcate may be signed by facsimile under any by authority of iKfi foflowing resolution of the Board of Directors of Preferred Nationallnsuranal
Company at a meeting duly called and held on the 8th day of Seple~6er,,198!)
Resolved, 'Thatlhe facsim~e or mechanically repr"1-'~:e(1's~n~fe.Jfl!,~y ~e\ary 01 the Company, whether made heretofore or hereaher, wherever
appearing upon a certified copy of any power of anomll9 .lsued by ~ ComJanY.,shall be vafid and binding upon the Company with the same force and
effect as though manually affixed" .
IN TESTIMONY WHEREOF, I have hereunto subsc~belI';"~ nim;; ~(ra~x~ the Corpo<?:: Seal of the ~d Company. this ..:.:,2 . day of
.....LLJ.JJ,j.........19.9:9:,... . /' / < C/ . /.17 ,'// <:..
, t' ~~ l . . 1'[ '{~:~:::?
rNlrA~tOl (11/89)
BUSINESS
REPLY
MAIL
FIRST CLASS
PERMIT NO. 121
HOLL YWOOD. FL
POSTAGE WILL BE PAID BY ADDRESSEE
Arch,Holmes'Broder,Nottingham Insurance
6122 Washington Street
Hollywood, FL 33023
------~
" /.-f <:'/ ,/
LOBBYING AND CONFLICT OF INTEREST CLAUSE
,
SWORN STATEMENT UNDER ORDINANCE NO. 010-1990
MONROE COUNTY, FLORIDA
"Roman Caulking & Waterproofing Co of Florida, Inc."
(Company)
" 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".
//,,,--
it-
.~
/
/
.' /'
oat'e:
(Signa ure)
oanne C. Himmel, Presidnet
April 29, 1992
STATE OF fLORIDA
COUNTY OF BROWARD
PERSONALLY APPEARED BEFORE ME, the undersigned authority, Joanne
C. Himmel who, after first being sworn by me, affixed
his/her signature (name of individual signing) in the space
provided above on this 29th day Of), Apri~ , ' 19-21.
tic " 1 '",- f'- lutti-
NOTARY PUBLI~, - Norma Jean Witt
My commission expires:
1 ;'i";T.IAI"JO.' Mn.SF.xr~
"I.lP.\I^ .I~M~ \.\<11f
I'.' ': 'r::-\ :-1 'nI.JC ',T'\T1= I II' IlDRTDA
I "~.!(.'N ~J" "'lMm 1/\1
t q, . . ."':rON.!:,:V-;~ J^-r~_IO,I~
07/25/91 LOBBYING AND CONFLICT OF INTEREST CLAUSE
00425 - 1
r---------
.-A~
Non-Collusion Affidavit
I, Joanne C. Himmel of the city of Fort Lauderdale
according to law on my oath, and under penalty of perjury, depose
and say that;
1. ) I am the Pres ident of the firm of Roman
Caulking & Waterproofing Co , the bidder making the Proposa 1 for the
project described in the notice for calling for bids for New Honroe
Co. Detention Center , and that I executed the said proposal with
full authority to do so;
2.) the prices in this bid have been arrived at
independently without collusion, consultation, communication or
agreement for the purpose of restricting competition, as to any
matter relating to such proces with any other bidder or with any
competitor; --
3.) unless otherwise required by law, the prices which have
been quoted in this bid have not been knowingly disclosed by the
bidder and will not knowingly be disclosed by the bidder and will
not be knowingly disclosed by the bidder prior to bid opening,
directly or indirectly, to any other bidder or to any competitor;
and
4.) no attempt has been made or will be made by the bidder
to induce any other person, partnership or corporation to submit,
or not to submit, a bid for the purpose of restricting
competition;
5. )
correct,
upon the
awarding
the statements contained in this
and made with full knowledge that
truth of the statements contained
contracts for said project.
STATE OF
COUNTY OF
FLORIDA
BROWARD
affidavit are true and
Monroe County relies
in this affi~avi rip
() "- -- \ -- -- ~- '
... ---=:---- ,--- .\-
/ (Signatur~ of Bidder)
Joanne C. Himmel, President
April 29, 1992
DATE
PERSONALLY APPEARED BEFORE ME, the undersigned authority, _
Joanne C. Himmel who, after first being sworn by me,
(name of individual signing)
affixed h~her signature in the space provided above on this
29th day of April , 19 92 .~ _
- ()" ,',
o~~~~ / -:U~lC,dI--
- -- --;-l;:;~ ,i..j tJilili.P.i 'TA'-a Norma Jean: W'it t
. "( 'F"\/\ Jf'^~~ 'Nil T
My commIssion expires: 1)('('fI'T>yr1""JCST^Tf.OFFUJRlDA
, ,. ,<;,")N NO ( Q(J,n1
l~l '" ; .~"" IIJNEXI'J~~_l~l996
11/20/91
NON-COLLUSION AFFIDAVIT
00430 - 1
----- .---=--- /
r ~~,
SWORN STATEMENT PURSUANT TO SECTION 287.133(3) (a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY
PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.
1. This sworn statement is submitted to:
Monroe County Purchasing Department
[print name of the public entity]
by Joanne C. Himmel. President
[print individual's name and title]
....'f" "-o..~'~~~:-~ '7<:"-;: ,~-::"
for Roman'Gaulkffig<~&"W~terproofing Co. of Florida. Inc.
[print name of entity submitting sworn statement]
whose business address
and (if applicable) its
(FEIN) is 59-1788858
FEIN, include the Social Security
signing this sworn statement:
is 3400 S. W. 26 Terrace
Fort Lauderdale. Florida 33312
Federal Employer Identification Number
(If the entity has no
Number of the individual
) .
2. I understand that a "public entity crime" as defined in
Paragraph 287.133(1) (g), Florida statutes, means a violation
of any state or federal law by a person with respect to and
directly related to the transaction of business with any
public entity or with an agency or political subdivision of
any other state or of the United states, including, but not
limited to, any 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.
3. 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
without an adjudication of guilt, in any federal or state
trial court of record relating to charges brought by
indictment or information after July 1, 1989, as a result of
a jury verdict, nonjury trial, or entry of a plea of guilty or
nolo contendere.
4. I understand that an "affiliate" as defined in Paragraph
287.133(1) (a), Florida statutes, means:
03/02/92
PUBLIC ENTITY CRIMES (ADD. 6)
00420 - 1
- -.-/
./ Z-/
'\
more of its officers, directors, executives, partners,
shareholders, employees, members, or agents who are active in
the 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. However there has been a
subsequent proceeding before a Hearing Officer of the state of
Florida, Division of Administrative Hearings and the Final
Order entered by the Hearing Officer determined that it was
not in the public interest to place the entity submitting this
sworn statement on the convicted vendor list. (attach a copy
of the final order]
I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING
OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE
IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH
DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO
UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO
ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED
IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY HANGE
IN THE INFORMATION CONTAINED I~ THIS )ORMo / (~.~ )
(Signa ure] Joanne
/
Himmel
Date: April 29, 1992
STATE OF FLORIDA
COUNTY OF BROWARD
.
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
Joanne C. Himmel
(name of individual signing]
who, after first being sworn by me,
affixed his/her signature in the space provided above on this
29th day of April
, 19 92
.) ,};. I'"
)l(L \. I' ,(~ 7'C'/'-" (! {t/-'
f--- mi. ~~~:~~ML~IL~_]C - Norma
IJ( .;:t.!:~ IF."-'" ""!P
N' '1 ",!/, 1'1.'\'111. ';1'/';11, (.'1' I'I.J:.,RII'^
" l"'''C '~I'~' 1.1" <; l~,lrr]
~~.. '.. ;)J~r~.I,'Jl!,l(,~_
Jean Witt
My commission expires:
Form PUR 7068 (Rev. 04/10/91)
03/02/92
PUBLIC ENTITY CRIMES (ADD. 6)
00420 - 3
,/-~ ".-
.. /~<
THE AMERICAN INSTITUTE OF ARCHITECTS
.
AlA Document A201/CM
CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
for Construction
THIS DOCUf..1ENT HAS IMPORTANT LEGAL CONSEQUENcES; CO.\'SULTATION
WITH AN ATTORNEY IS ENCOURAGED.
1980 EDITION
TABLE OF ARTICLES
1. CONTRACT DOCUMENTS
8. TIME
2. ADMINISTRATION OF THE
CONTRACT
9. PAYMENTS AND COMPLETION
3. O\VNER
10. PROTECTION OF PERSONS AND
PROPERTY
4. CONTRACTOR
11. INSURANCE
5. SUBCONTRACTORS
12. CHANGES IN THE \VORK
6. \,VORK BY OWNER OR BY
SEPARATE CONTRACTORS
13. UNCOVERING AND CORRECTION
OF WORK
7. MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT
r.Tr.1 CAUTION: You should use an original AlA document which has this caution printed in red.
~ An original assures that changes will not be obscured as may occur when documents are reproduced.
Copyright 1975, @ 1980, by The American Institute of Architects, 1735 !'-:ew York A\enue, N.W., Wash;ngton, D.C. 20006,
Reproduction of the material herein or wbslantial quotation of ils provisions without" ritlen permission of the AlA violates
the copyright laws of the U:1ited States and will be subject 10 legal prosecution,
AlA DOCLJMlNT A201/CM . GE"ERAL CO'-;DITIONS OF THE COsTR.~CT FOR CO~STRUCTJON
CO~STRL'CTION MANAGlMENT lDITIOs . JUNl 1980 mmON . AIA~ . @198O . THE
A.\\lRIC'." IsSTITUH OF ARCHIHC1S, '735 NlW YORK AVE., N.W.. WASHINGTON, D.C 2OXl6
A201/CM -1980 1
Acceptance of Defective of t'\on-Conforming \Vork ..6.2.2, 13.3
Acceptance of VVork ................. .9.5.5,9.8.1,9.9.1,9.9.3
Access to Work.......... ......... ............. .2.3.6, 6.2.1
Accident Prevention. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3.5, 10
Acts and Omissions............. .4.18.3,7.4,7.6.2,8.3.1,10.5
Addenda, Definition of ...................... . . . . . . . . .1.1.1
Additional Costs, Claims for. . . . . .. . . . . . . . . . . . . . . . . . . . .12.3
ADMINISTRA liON OF THE CONTRACT. . . . . . . . ., . . . .2, 4.3.3
Agreement, Extent of .............................. .1.1, 1.2
All Risk Insurance. . . . . ., . .. .,. . . . .. . ... . . . . . . . . . . .. .11.3.1
Allowances .......................................... .4.8
Applications for Payment, Contractor's.. . . . . .2.3.8,9.2.1,9.3.1,
9.3.3.,9.5.3,9.7.1,9.8.2,9.9.1,9.9.3,99.5,11.3.1,14.2.2
Applications for Payment,
Project................ .2.3.8,2.39,9.3.1,9.4,9.6.1,9.7.1
Approvals. . .. . . . . .. . .. .. .. ... . .2.3.18, 3.4, 4.3.3, 4.5, 4.12.4,
4.12.5,4.12.6,4.12.8,4.13.2,7.7,9.3.2
Arbitration....... .2.3.15,2.3.23,6.2.5,7.9,8.3.1,11.3.7,11.3.3
Architect, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.1
Architect, Extent of Authority....... .2.3, 3.4,4.12.8, 5.2, 7.7.2,
8.1.3,8.1.4,8.31,9.2,9.3.1,9.4,9.5.3,9.6,9.8, 9.9.1, 9.9.3,
12.1.1,12.1.4,12.3.1,12.4.1,13.1,13.2.1,13.2.5,142
Architect, limitations of Authority and Responsibility.... .2.3.2
through 2.3.5, 2.3.13 through 2.3.18, 2.3.22, 4.12.6,
5.2.1,9.4.2,9.5.4,9.5.5,12.4
Architect's Additional Services. . .3.4,7.7.2,13.2.1, 13.2.5, 14.2.2
Architect's Approvals..... .2.3.18,3.4,4.5,4.12.6,4.12.8,4.18.3
Architect's Authority to Reject Work... .2.3.16,4.5,13.1.2,13.2
Architect's Copyright. . . . . . . . . . . . . . . . . . . . . . . . '.' . . . . . . . . .1.3
Architect's Dtcisions ............. .2.3.10 through 2.3.16, 7.7.2,
7.9.1,9.2,9.4,9.6.2,9.8.1,12.1.4,12.3.1
Architect's Inspections. . . . . .,. .2.3.16, 2.3.21, 9.4.2, 9.8.1, 9.9.1
Architect\ Instructions......... .2.3.16,2.3.19,7.7.2, 12.4, 13.~
Architect's Interpretations........ .2.3.10 through 2.3.13, 12.3.2
Architect's On-Site Observations...... .2.3.4,2.3.6,2.3.9,7.7.1,
7.7.4,9.4.2,9.6.1,9.91
Architect's Relationship with Contractor..... .1.1.2,2.3.5,2.3.6,
2.3.13,2.3.16,4.3.3,4.5,4.7.3,4.12.6,4.18,11.36
Architect's Relationship with
Subcontractors................. .1.1.2,2.3.16,9.5.3,95.4
Architect's Representations........ .... . . . . .9.4.2, 9.6.1, 9.9.1
Artistic Effect.... ................. .1.2.3,2.3.14,2.3.15,7.9.1
Attorneys' fees.......................... .4.18.1,6.2.5,9.9.2
Award of <{'parate Contracts.......................... .6.1.1
Award of Subcontracts and Other Contracts for
Portions of the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5.2
Boiler and Machinery Insurance...................... .11.3.2
Bonds, lien ....................................9.3.3, 9.92
Bonds, Performance, Labor and Material Payment. . . . .7.5, 9.9.3
Building Permit. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.7
Certificale of Substantial Completion.. . .9.8.1,9.8.2,9.8.3,9.8.4
Certificates of Inspection, Testing or Approval. . . . . . . . . . . .7.7.3
Certificates of Insurance....................... .9.3.2,11.1.4
Certificates for Payment, Project....... .23.9,2.3.21,9.4,9.5.1,
9.5.5,9.6.1,9.7.1,9.8.2,9.9.1,9.9.3,12.1.4,14.1.1,14.2.2
Change Orders.............. .1.1.1,2.3.19,3.4,4.8.2.3,4.11.1,
52.3, n.2, 8.3.1, 9.7, 9.9.3,11.3.1,11.3.5,11.3.7,
12.1,12.2.1,12.3.1,13.1.2,13.2.5,13.3.1
Change Orders, Definition of .. ., . . . . . . . . . . . . . . . . . . . . .12.1.1
CHANGES IN THE WORK................. .2.3.19,4.11.1,12
INDEX
Claims for Additional Cost or Time. . . . .8.3.2, 833, 12.2.1, 12.3
Claims for Damages.............. .6.1.1, 6.2.5, 7.4, 8.3, 96.1.2
Claims and Disputes Between Contractor
and Owner............. .2.3.12,2.3.15,2.3.23,4.18.2,7.9
Cleaning Up..................................... .4.15, 6.3
Commencement of the Work, Conditions Relating to .3.2.1,4.2,
4.7.1,4.10,5.2.1,6.22,75,9.2,11.1,11.3.4
Communications..................... .2.3.2,3.2.6,4.9.1,4.16
Completion,
Conditions Relating to.. .2.3.21, 4.11, 4.15, 9.4.2, 9.9, 13.2.2
COMPLETION, PAYMENTS AND..........................9
Completion of the Project, Substantial. .. . . . .81.4,9.8.3, 9.8.4,
9.9.4,9.9.5,9.9.6,13.2.1,13.2.2
Completion of the Work, Substantial....... .2.3.21, 8.1.1, 8.1.3,
8.2.2,98,9.4.2,9.9.3,11.3.9
Compliance with laws........... .1.3,2.1.1,4.6,4.7,4.13,7.1,
7.6.1,7.7.1,10.2.2,14.2.1
Concealed Conditions. . . . . . . . . . . . . . . . . . . . . . . '" . . . . . . .12.2
Consent, Wrillen ................... .2.3.22, 4.14.2, 7.2, 7.6.2,
9.8.1,9.9.2,9.9.3,11.3.9
Construction Manager, Definition of .....................2.2
Construction Manager's Approval.............. .4.10.1,4.13.2
Construction Manager's
Additional Services........ .3.4, 7.72, 13.2.1, 13.2.5, 14.2.2
Construction Manager's Authority and Responsibility. . . . .2.3.3,
2.3.5,2.3.16,2.3.10,2.3.22,4.8.1,4.17.1,4.18.3,
7.7.4,9.2, 10.2.5, 11.3.6, 12.1.4, 14.1.1
Construction Manager's Confirmation. . .. . . . . . . . . .. . ., . .9.9.3
Construction Manager's Consultation with the Architect. 2.3 H
2.3.16,2.3.19,2.3.21,3.4.1,9.6.1,9.8.1,12.1.4, 12.3.1, 14
Construction Manager's Coordination and Scheduling. . . .2.:>..,
2.3.17,4.3.1,410.1,4.12.4
Construction Manager's Decisions................. .6.3,8.3.1
Construction Manager's Determinations. .2.3.3, 6.3.1, 7.7.2, 8.3.1
Construction Manager's Interests............... .11.3.1,11.3.2
Construction "'.tanager's Recommendations. . . .2.3.8,2.3.9,9.3.1,
9.4.1,9.7.1,99.1,12.1.1
Construction Manager's Relationship
with Architect.................. .1.1.2, 2.3.1, 2.3.3, 2.3.21
Construction Manager's Relationship with Contrador .. . . .1.1.2,
2.3.15,2.3.16,3.2.6,42.1,4.3.3,4.5,4.7.3,4.11.1, 4.12.4,4.12.6,
4.16.1,4.17.1,4.18,5.2,6.2.1,6.2.2,7.6.2,7.7, 7.9.1,7.9.2,
8.3.1,8.3.2,9.4.1,9.5.4,9.8.1,9.9.1,102.6,11.1.4,11.3.6
Construction Manager's Relationship
with Subcontractors.................. .1.1.2 23.16 531
(onstruction ,V,anager'~ Review........... :> 38: 2:3.17: 52"
Construction Schedule, Contractor's.. . . ... . . . ... ... . . . . .4.10
Contract, Definition of .... . . . . . . . . . . . . . . . . . . _ . . . . . . . . .1.12
Contract Administration. . . . . . . . . . . . . . . . . . . . . .. . . . .2 3 4 3 3
Contract Award and Execution, ., ..
Conditions Relating to ..... .4.7.1, 4.10, 5.2, 7.5, 11.1, 11.3.4
CONTRACT DOCUMENTS ..........;....................1
Contract Documents,
Copies Furnished and Use of ....~......... .1.3,3.2.5,5.3
Contract Documents, Definition of .................... .1.1.1
Contract Modifications. . . . . . . . . . . . . . . . . . . . . . . .. ...1 1 1 12
Contract Sum, Definition of ....................:......:9:9.1
Contract Termination. . . . . . . . . . . . . . . . . . . . . . . . _. . . . . . . . . .14
Contract Time, Definition of .......................... .8.1.1
CONTRACTOR .........................................4
Contractor, Definition of ..........................4 1 61 2
Contractor's Construction Schedule................. .'.: .4.10
2 A201/CM-1980
AlA DOCUMENT A:>C1:CM . GENERAL CONDITIONS OF THE CONTRACT FO~ CONSTRUCTION
CON5TRLTTION .'\~'AGEMENT EDITION . JUNE 1980 EDITION . AL~! . ;S 1980 . ~HE
AMERICAN INSTlTl if OF ARCHITECTS. 1735 NEI\' YORK AVE.. N.I\'.. WASHI"GTON, D.C 2Ck'XJ6
~ -', t..'- ,,'
~-~r,-;:'.I -',: d"'12'f?~ ' S
r ,: ',,:", .,~...., d i ~ '5 ,~;.t :
. (,) 1r:~;~_1
. "SP'C ,_.,. )'-
Contractor's Employees, . , , , .4.3.2, 4,4.2, 4.8.1, 4.9, 4.18, 10.2.1
through 10.2.4, 10.2.6, 10.3, 11.1.1
Contractor's liability Insurance........................ .11.1
Contractor's Relationship with Architect..... .1.1.2,2.35,2.3.6,
2.3.13,2.3.16,4.3.3,4.5,4.7.3,4.12.6,4.18,11.3.6
Contractor's Relationship with Construction Manager. . . . .1.1.2,
2.3.15,23.16,3.2.6,4.2.1,4.3.3,4.5,4.7.2,4.11.1,4.12.4,
4.12.6,4.16.1,4.17.1,4.18,5.2,6.2.1,6.2.2,7.6.2, 7.7, 7.9.1,
7.9.2,8.3.1,8.3.2/9.4.1,9.5.4,9.8.1/9.9.1,10.2.6, 11.1.4, 11.3.6
Contractor's Relationship with Separate Contractors
and Owner's forces........................... .3.2.7,6
Contractor's Relationship with
SubcontractorS. . ., . . . . . .1.2.4,5.2/5.3,9.5.2,11.3.3,11.3.6
Contractor's Representations .......... .1.2.2, 4.5, 4.12.5, 9.3.3
Contractor's Responsibility for Those
Performing the Work............... ..... .4.3.2, 4.18, 10
{:ontractor's Review of Contract Documents .,. .1.2.2, 4.2, 4.7.3
Contractor's Right to Slop the Work.................... .9.7
Contractor's Right to Terminate the Contract. .. . . . . . . . .. .14.1
Contractor'S Submillals .............. .2.3.18,4.10/4.12,5.2.1,
5.2.3,9.2,9.3.1,9.8.1/9.9.2,9.9.3
Contractor's Superintendent. . .. . . . . . . . . . . . . . . . . . . .4.9, 10.2.6
Contractor's Supervision and
Construction Procedures. . . . . . . . . .1.2.4, 2.3.5/ 4.3, 4.4, 10
Contractual liability Insurance....................... .11.1.3
Coordination and Correlation. . . . . . . . .1.2.2, 1.2.4, 4.3.1, 4.10.1,
4.12.5,6.1.3,6.2.1
Copies Furnished of Drawings and Specifications. .1.3,3.2.5,5.3
Correction of Work .....................3.3, 3.4, 102.5,132
Cost, Definition of ..................................12.1.4
Costs...... .3.4, 482, 4.15.2, 5.2.3, 6.1.1, 6.2.3, 6.25, 6.3, 7.7.1,
7.7.2,9.7,11.3.1,11.3.5,12.13,12.1.4,12.3,13.1.2, ;32, 14.2.2
Culling and Patching of Work......................... .4.14
Damage to the Work........... .4.14.2,10.2.1.2,102.7/11.3.1
Damage to Work............ .4.14.2, 4.18.1, 6.2.4, 62.5,9.6.15,
102.1.3,10.2.2,10.2.5,10.3,13.2.6
Damages, Claims for................. .6.1.1,6.2.5,7.4,9.6.1.2
Damages for Delay. .................... .... .6.1.1,8.3.4,9.7
Day, Definition of ................................... .8.1.5
Decisions of the Architect........ .2.3.10 through 2.3.16, 7.7.2,
7.9.1,9.2,9.4,9.6.1,9.8.1,12.1.4,12.3.1
Decisions of the Comtruction ,\\anager . . . . .. . . . . . . . .6.3,8.3.1
Defective or :\on-Cor\iorming Work, Acceptance,
Rejection and Correction oi ..,.. ,2.3.4, 2.3.16, 3.3, 3.4, 45,
6.2.2,6.2.3,96.1.1.99.4.2,1)
Definitions.............. .1.1,2.1,2.2,3.1,4.1,4.121 through
4.12.3,5,1,6.1.2,8,1,9.1.1,12.1.1,12.1.4
Delays and Extensions of Time .......... . . . . . . . . . . . , . . . .8.3
Disputes..........,...,. .2.3.12,2.3.15,2.3.23,6.25,6.3,7.9.1
Documents and Samples at the Site. , . , . . . . . . . . . . . . . . . . .4.11
Drawings and Specifications,
Use and Ownership of ...".......... .1.3,32.5,4.11,5.3
Easements. . . . , . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . , .3.2.3
Emergencies ........................................ .10.3
Employees, Contractor's.,.....,.. .4.3.2,4.4.4,4.8.1,4.9,4.18,
10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1
Equipment, labor, ,\1aterials and...., .1.1.1,4.4,45,4.12,4.13,
4.15.1,6,2.1,9.3.2,9.3.3,9613,9.9.2,
10.2.1.2,11,3.1,12.1.4,13,2.2,13,2.5,14
Execution and Progress of the Work........ .1.1.3,1.2.3,2.3.4,
2.3,5,2.3.11,4.2,4.4.1,4.5,4.7.1,6.2.2,7.9.3,
8.2.2,8.3.1,8.3.2,9.6.1,10.2.3,10.2.4,14.2
Execution, Correlation and Intent of
the Contract 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
Failure of Payment of 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 Extended Coverage Insurance................ .11.3.1
Governing law. . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . .7.1
Indemnification....................... .4.17, 4.18, 6.2.5, 9.9.2
Identification of Contract Documents. . . . . . . . . . . . . . . . . . .1.2.1
Identification of Subcontractors and Suppliers. . . . . . . . . . . .5.2.1
Information and Services Req~ired of
the Owner."..................... .3.2, 6.1, 9,11.2,11.3
Inspections............. .2.3.16,2.3.21,4.3,3,7.7,12.1.2,9.9.1
Instructions to Bidders............................... .1.1.1
Instructions to the Contractor. . .. . . . .. .2.3.2,3.2.6,4.8.1,7.7.2,
12.1.2,12.1.4
INSURANCE ......................................9.8.1,11
Insurance, Contractor's liability.,..................... .11.1
Insurance, loss of Use.....................,........... .11.4
Insurance, Owner's liability. . . . . . . . . . . . . . . . . . . . . . . . . . . .11.2
Insurance, Property..,............................... .11.3
Insurance, Boiler and ,\\ach:r.ery ........ . . . . . . ., . ., . . .11.3.2
Insurance, Special Hazards.......................... .11.3.5
Insurance, Stored Materials..................... .9.3.2,11,3.1
Imurance Companies, Come~t to Partial Occupancy.. .. .11.3.9
Insurance Companies, Si':"ttle::-ent \\'Ith . . . . . . . .. . . . . . .. .11.3.8
Intent 01 the Contract
Documents............. .1.2.3,2.3,10,2.3.13,2.3.14,12,4
Interest ............,............... . 78
Interpretations, Written....,.. .1.1.1,231'1: '23.'1'i:2.3:;3: ;2:4
labor, ,\\aterlals and [quiplT.~:1t ...... .1.1.3,4.4,4.5,4.12,4.13,
4.15.1,6.2.1,9.3.2,9.3.3,9.6.1.3,9.2.2,10.2.1.2,
11.3.1,12.1.4,13.2.2,13.2.5 14
labor and .\\aterial Payment Bond. . . . . . . . . . . . . . . . . .. . . . :7.5
labor DI<putes . . . . . . . , . . . . . .. . . . . . .. , . . . . .. . . . . ... .. .8.3.1
laws and Regulations. . . . . ... .. . . .1.3 2.1.1 4.6 47 413 71
. ' 7.6.1,7.7.':102.2,;4
liens .................,............... . .9.3.3, 9.9.2, 9.9.4.1
limitations of ,Authority................. .2.3.2, 11.3.8, 12.4.1
lrmltatlons of liability.......... .2.3.13,2.3.16,2.3.18,3.3,4.2,
4.73.4.12.6,4.17,4.18,6.2.2,7.6.2,9,4.2,
. . . 9j.4, 9.9.4, 9.9.5,102.5,11.1.2,11.3.6
limitations of Time, Gene~c: ....... .2.3,11,2.3.18,3.2.1,3.2.4,
4.2,4.7.1,4., .3, 4.12.4, 4.15.1, 5.2.1, 5.2.3, 6,2.2, 7.4,
7.7,7.9.2, f.2, 9.5.2, 9.6.1, 9.8, 9.9,11.3.1, 11.3.4,
. . . 11.3.9,12.1.4,12.4,13.2.1,13.2,2,13.2,5
lrmltatlOns of Time, Specific. . .. . . . . .3.4,4.10,7.9.2,8.2,8.3,2,
8.3.3,9:.931,9.4.1,9.5.1,9.7/11.1.4,11.3.8,
. . . ;:'2.12.3.1,132,2,13.2.7,14.1,14.2.1
llmltal.lons, Statules of ...,.............. .7.9.2,13.2.2,13.2.7
loss 01 Use Insurance.............,......,........... .11.4
AlA DOCUMEI'iT A201/CM . GEI'LRAL COSDlTrO"'S Of THe COSTRACT fOR COSSTRLCTIO:-.l
COSSTRUCTIO' .\\Ar-.:AG(\\E~T EDITION' JuSE lGSO ED -,0' . AlA'! . @1980 . THE
A.\IERrCAN ISSTITLiTE Of ARCHITECTS, 173'; SEW )ORK AVE "'.\\'., \\,\SHISGTON, D.C. :'0006
A201/CM-1980 3
,",',eteTials, lebor and Equipment...... .1.1.3, 4.4, 4.5, 4.1~, 4.13,
4.15.1,6.21,9.3.2,93.3,96.1.3,9.9.2,
10.2.1.2,11.3.1,12.1.4, 132.2, n~.5, 14
Material Suppliers....................... .4.12.1, 5.~.1, 9.3.3
,".Ieans, Methods, Techniques, Sequences and
and Procedures of Construction........ .~.35, 4.3.1, 9.4.2
Minor Changes in the Work............... .1.1.1,2.3.19, 12.4
MISCELLA!\EOUS PROVISIONS ...........................7
Modifications, Definition of .......................... .1.1.1
Modifications to the Contract....... .1.1.1,1.1.2,2.3.2, 2.3.22,
4.11.1,4.7.3,12
!\Iutual Responsibility................................. .6.2
~or.-Conforming \Vork, Acceptance of Defective or .... .. .13.3
l'otice, Written........... .23.11,2.3.15,4.2,4.7.3,4.7.4,4.9,
4.12.6,4.12.7,5.2.1,7.3,7.4,7.9.2,8.1.2,8.3.2,8.3.3,
9.4.1,9.6.1,9.7,9.9.1,9.9.5,10.26,11.1.4,11.3.1,
11.3.5,11.3.7,11.3.8,12.2,12.3,13.2.2,13.2.5,14
1'\otices, Permits, Fees and............ .2.3.2, 4.7, 4.13.1, 10.2.2
I"otice of Testing and Inspections. . . . . . . . .. . ., . . . . . . . . . . .7.7
1"otice to Proceed. . . ... . . . . .. . . . . . . .. . .. . . . . . . . . . . . . .8.1.2
Observations, Contractor's...................... .1.2.~, 4.7.3
Occupancy........................ .8.1.3,8.1.4,9.5.5,11.3.9
On-Site Inspections
by the Architect.......... .2.3.16,2.3.21,9.4.2,9.8.1,9.9.1
Or.-Site Obsenations by the Architect....... .2.3.4,2.3.6,2.3.9,
7.7.1,7.7.4,9.4.2,9.6.1,9.9.1
Orders, \\'ritten ................. .3.3,4.9,12.1.4,12.4.1,13 1
O\VNER ...............................................3
0\\ ner, Ddinit ion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3.1
Ol'.ner, Information ami Services
Requ,rec of the......... .3.2, 4.7.1, 6.1.3, 62, 9, 11.2, 11.3
O\\ner's :\uthority ....... .......... .2.3.21,7.7.2,9.3.1,9.3.2,
9.8.1,11.3.8,12.12,12.1.4
01\ ner's FinaC1cial Capability.......................... 3.2.1
O'lner's liability Insurance........................... .11.2
O,',ner's Relationship ",Ih Subcontractors......... .1.1.2,9.5.4
0." ner's Right to Carry Out the Work...... . . . . . . . .3.4, 13.2.4
O,\ner's Right to Clean Up .......... ............4.15.2, 6.3
Osner's Right to Perform Work and to
A\\ard Separate Contracts.......................... .6.1
Ol'.ner's R,g",! to Terminate the Contract................ .14.2
('..."er" ~,~,., to S\r,T) the \\,or~. .. ............. .3.3
O.\nersr.p a:cd Use 01 Documt-,ts ............. .1.3,3.2.5,5.3
Pa'ching of Work, Cutting and. .. . . ., . . .. . . . . . . . .. . . . . .4.14
Peterts, ;;:0\ altles and.... .... ...................... .4.17.1
Pc\n1ent c,~nd, Labor and ,\Iate',al ...................... .7.5
Pc\nlent, CCC1tractor's :\pplica::~,m for..... .2.3.8,9.2,9.3.9.4,
. 9.5.3, g 61, 9.7.1, 982, Q9.l, 9.95.14.22
Pa\ment, Pro;ect Certliicates for....... .::>.3.9. ::>.3.21, 9.4,9.5.1,
. 95.5,9.6.1,9.7.1,9.82.9.9.1,9.93,1::>.1.4, 14.1.1, 14.~.2
Palment, Fatlure of............... .95.2, 9.61.3, 9.7, 9.9.2,14
P2\nlent, Final.................... 2.3.15, 2321, 99, 133.1
P2;ments. Progress......... .~.8, 7.9.3, 9.55, g8.~, 9.9.3, 12.1.4
PAYMENTS AND CO.\IPLETIOS ..........................9
Pc', men!, to Subcontractors.......... 9.5.2,9.5.3,9.5.4,9.6.1.3,
. 11.3.3,14.2.1
Pa)me,')ts \\'Ithheld .............................,......9.6
Performance Bond and Labor and Material Payment Rond .. .7.5
Permits, Fees and Notices............, .3.2.3,4.7,4.13,10.2.2
PERSONS AND PROPERTY, PROTECTION OF ...,.,....... .10
Product Data, Definition of ......................... .14.2.2
Product Data, Shop Drawings, Samples and.. .2.3.18, 4.2.1, 4.12
Progress and Completion................... .2.3.4, 7.9.3, 8.2
Progress Payments......... .7.8,7.9.3,9.5.5,9.8.2,9.9.3,12.1.4
Project, Definition of ............................... .1.1.4
Project Construction Schedule. . . . . . . . . . . . . . . . . . . . . . . . . .4.10
Property Insurance................................... .11.3
PROTECTION OF PERSONS AND PROPERTY. . . . . . . . . .. . . .10
Record Documents...........................,...... .4.11
Regulations and laws. . . . . . . . . . . . . . .1.3, 2.1.1, 4.6, 4.7, 4.13.1,
7.1, 10.2.2, 14
Rejection of \\lork ......,.... .., ... ...... .2.3.16, 4.5.1, 13.2
Releases of VVaivers and liens. . . . . . . . . . . . . . . . . . . .9.9.2, 9.9.4
Repre,entations ........... .1.2.2, 4.5, 4.12.5, 9.4.2, 9.6.1, 9.9.1
Representatives... .2.1,2.2,2.3.2,2.3.22,3.1,4.1,4.9,5.1,9.3.3
Re,ponsibility for Those Performing the Work.... ,2.3.5,4.3.2,
6.1.3,6.2,9.81
Retainage ..,........... . . . . . . . .9.3.1, 9.52, 9.8.2, 9.9.2, 9.9.3
Review of Contract Documents by the Contractor ...... .1.22,
4.2,4.7.3
Reviews of Contractor's Submittals by Owner and
Architect.............. .2.318,4.10,4.12,5.2.1,5.2.3,9.2
Rights and Remedies............ .1.1.2, 2.3.15, 2.3.16, 3.3, 3.4,
53,6.1,6.3,7.6,7.9,8.3.1,9.6.1,9.7,
103,1212,122,132:',14
Royalties and Palents ................................ .4.17
Saiety of Persons and Property .,...................... .10.2
Saiely Precautions and Programs. . . . . . . . . . . . . . . . . .2.3.5, 10.1
Samples, Definition of ......... . ... ................. .412.3
Samples, Shop Drawings, Product Data and..... .~.3.17, ~.3.18,
4.2, 4.12
Samples at the Site, Documents and. . . . . . . . . . . . . . . . . . . .4.11
Schedule, Contractor's Construction. . . . . . .. . . . . . . . . . . .. .4.10
Schedule, Project Construction........................ .4.10
Schedule oi Values ....,...............................9.2
Separate Contracts and Contractors.... .4.14.2,6,11.3.6,13.1.2
Shop Drawings, Definition... ...... ................. .4.12.1
Shop Dra\\in(;S, Product Data and Samples............ .2.3.1/,
~.3.18. ~~, .J.l~
Site, Use oi .............. . '" ........... ....... .~.,3, 62.1
S,te Inspections........... .1.2.2,2.3.4, ::>3.21, 7.;-, 981, 99.1
S:te Visits, Architect's................ .2.3.4, 2.3.6, 2.3.9, 7;-.1,
7.7.4,9.4.2,9.6.1,9.9.1
Si)ecial Inspection and Te<ring ................... .2.3.16,7;-
Special Hazards In'urance ......... " ................ .11.3.5
Specifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1.1, 1.::>.4, 1.3
Statutes of limitations................... .7.9.::>,13::>.2,13.::>.7
Stopping the Work..................... .3.3,9./.1, 10.3, 1~.1
Stored \\aterials ........... .6.2.1,9.3.2,10.::>.1.2,11.3.1,13::>.5
SUBCONTRACTORS ....................................5
Subcontractors, Definition of ..........................5.1.1
Subcontractor', Work by ........ . .... .1::>.4,2.3.5,4.3.1,43.2
Subcontractual Relations ............... ...............5.3
Submittals................. .1.3, 2.3.18, 4.10, 4.12, 5.2.1, 5.2.3,
9.2,93.1,9.8.1,9.9.1,9.9.3
4 A201/C.'1~ 1980
AlA DOCUMENT AI01.CM . GE'iLR."L (0'DI110'S Of THE CO';'''(1 fOR. CO'-;olR.LCTIO'i
CO'i"RLCTIO~ ,\\.\'\CE\,jEST EDITIOS . JeSE 1900 EDITIO~ . AlA'" . II. 1'180 . 1Hc
,\.\'\[f:IC-\" Ir->Sll1l:H Of ."RCHIHCT'. 1;35 NE\\' YORK ."VE., '.\\' , \\.."SHI'-;G10"l. D.C cl':X".
,- 1'_."_
. '": I' (" " ~ ,- . :._:". ';"c ,
Subrogation, \Vaiver of ............................. .11.3.6
Substantial Completion 0; the Project. . . . . . . .8.1.4, 9.8.3, 9.8.4,
9.9.4,9.9.5,9.9.6,13.2.1,13.2.2
Sub,tantial ComplC'tion of the PrOject, Definition of ..... .8.1,4
Substantial Completion 0; the \\ork ....... .2.3.21,8.1.1,8.1.3,
8.2.2,9.4.2,9.8,9.9.3,11.3.9
Substantial Completion of the Work, Definition of ....... .8.1.3
Substitution of Subcontractors. .. . . . . . . . . . . . . . . . . .5.2.3, 5.2.4
Sub,titution of the Architect. . . .. . .. . . . . . . . ., . . . . . . . . .2.3.23
Sub,titution of the Construction ....1anager ..............2.3.23
Substitutions of Materials..... _........... ...... .4.5, 12.1.4
Sub.subcontractors, Definition oj . . . . . . . . . . . . . . . . . . . . . . .5.1.2
Sub,urface Conditions. . . . . . . . . . . . . . . . . . . . . . . . .. . . .. .12.1.1
Succe"ors and Assigns. . . . . . . '" . . . . . . . . . . . . . . .. . . . .. . . i.2
Supervision and Construction Procedures. . . . . . . . . .1.2.4, 2.3.:;,
4.3,4.4,10
Superintendent, Contractor's. . .. . . . . . . . . . . . . . . .. . .4.9, 10.2.6
Surety, Consent of ............................. _ 9.9.2, 9.9.3
Surveys...................................... .32.2,4.18.3
Taxes ............................................... .4.6
Termination by the Contractor. . . . . . . . . . . . . . . . . . . . . . . . .14.1
Termination bv the O\\ner ............................ .14.2
Termination o'f the Architect........................ .2.3.~3
Termination of the Construction \\anager ............. .2.3.23
TERMINATION OF THE CONTRACT..................... .14
Tests. . . . . . . . . . . . . . . .. . . . . . . ... . . . . . .2.3.16, 4.33, i.i, 9.4.2
TIME............................ ......................8
Time, Definition of ................................... .8.1
Time, Dela)', and Extensions of ......... .8.3,12.1,12.3,13.2.7
Time Limits, Specific. . . . . . . . . . . . . . .3.4, 4.10, 7.9.2, 8.2, 8.3.2,
8.3.3,9.2,9.3.1,9.41,9.5.1,9.7,11.1.4,
11.3.8,12.2,12.3.1,13.2.2,13.2.7,14.1,14.2.1
Title to Work ..................................9.3.2, 9.3.3
UNCOVERING AND CORRECTION OF WORK. . . . . . . . . . . . .13
Uncovering of Work. . . .. . . . . . . .. .. . . . . . . .. . . .. . . .. .. .13.1
Unforseen Conditions. . .. . . .. . . . .. . . .. . .. . " .. . . .8.3.1, 12.2
Unit Prices. . " . .. . . . . .. . . . . . . . . '" . . . ... . . .12.1.3.2, 12.1.5
Use of Documents. . . . . . . . . . . . . .. . . . . .. ... . . . .1.3,3.2.5, 5.3
Use of Site. . . . . . . . . . . . . . . . . . . . .. . .. . . ... . .. . .. .4.13, 6.2.1
Values, Schedule of ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.2
\Vaiver of Claims by the Contractor. . . .7.6.2, 8.3.2, 9.9.5, 11.3.6
Waiver of Cia Ims b)' the Owner. . . . . .7.62, 9.9.4, 11.3.6, 11.4.1
\\'aiver of Liens ......................................9.9.2
\\'arranty and Warranties............. .2.3.21,4.5,9.3.3,9.8.4,
9.9.4, 13.2.2, 13.2.7
Weather Delays. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.3.1
Words, Recognized .\Ieaning of ....................... .1.2.3
Work, Definition of ................................. .1.1.3
WORK BY OWNER OR BY SEPARATE CONTRACTORS.......6
Written Consent......... .2.3.22, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.3
Written Interpretations.................. .1.1.1,2.3.11,12.3.2
Written Notice. . . . . . .2.3.11, 2.3.15,4.2,4.7.3,4.7.4,4.9,4.12.6,
4.12.7,5.2.1,7.3,7.4,7.7.2,7.9.2,8.1.2,8.3.2, 8.3.3, 9.4.1,
9.6.1,9.7,9.9.1,10.26,11.1.4,11.3.1,11.35,11.3.7,
113.8,12.2,12.3,13.2.2,13.2.5,14
Written Orders................... 3.3,4.9,12.1.4,12.4.1,13.1
AlA DOCUME:>:T A201/CM . GENER"'~ CO'D1110N5 Of THE CONTRACT fOR CON5TRUClION
CONSTRUCTION .\\A"AGE\\ENT EDI~ D' . JUNE 1980 EDITION ''':A@ . @1980 . THE
A.'\ERICAN i'5TllUlE Of .;~CHITECF 1~35 NEIV YORK AVE.. N.W.. \\ ;SHINGTON, D.C 20006
A201/CM-1980 5
r--- GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTIO~--~-I
l____ ~
ARTIClE 1
CONTRACT DOCUMENTS
1.1 DHlNITIONS
1.1.1 THE CONTRACT DOCLJ,o,UNTS
The Contract Documents consist of the Owner-Contractor
Agreement, the Conditions of the Contract (General, Sup-
plementary and other Conditions), the Drawings, the
Specifications, and all Addenda issued prior to and all
Modifications issued after execution of the Contract. A
Modification is (1) a written amendment to the Contract
signed by both parties, (2) a Change Order, (3) a written
interpretation issued by the Architect pursuant to Sub-
paragraph 2.3.11, or (4) a wrillen order for a minor
change in the Work issued by the Architect pursuant to
Paragraph 12.4. The Contract Documents do not include
Bidding Documents such as the Advertisement or Invita-
tion to Bid, the Instructions to Bidders, sample forms, the
Contractor's Bid or portions of Addenda relating to any
of these, or any other documents unless specifically enu-
merated in the Owner-Contractor Agreement.
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construc-
tion. This Contract represents the entire and integrated
agreement between the parties hereto and supersedes all
prior negotiations, representations or agreements, either
written or oral. The Contract may be amended or modi-
fied only by a .~10dification as defined in Subparagraph
1.1.1. The Contract Documents shall not be construed to
create any contractual relationship of any kind between
the Architect and the Contractor, between the Construc-
tion Manager and the Contractor or between the Archi-
tect and the Construction \\anager, but the Architect and
the Construction Man2ger shall be entitled to perform-
ance of the obligations of the Contractor intended for
their benefit and to er.:orcement thereof. Nothing con-
tained in the Contract Documents shall create anv con-
tractual relationship bet".een the Owner, the Co~struc-
tion Manager or the Architect and any Subcontractor or
Sub-su bcont ractor.
1.1.3 THE WORK
The \Vork comprises the completed construction required
of the Contractor by the Contract Documents, and in-
cludes all labor neceS5UY to produce such construction,
and all materials and equi;;rnent incorporated or to be
incorporated in such constrl!ction.
1.1.4 THE PROJECT
The Project, as defined in the Owner-Contractor ,-\gree-
ment, is the total construc:ion of which the \Vork per-
formed under the Contr2ct Documents is a part.
1.2 EXECUTION, CORRHA TION AND INTENT
1.2.1 The Contract Documents shall be signed in not
less than quadruplicate by the 0\\ ner and the Contractor.
If either the Owner or the Contractor or both do not sign
the Conditions of the Contract, Drawings, Specifications
or any of the other Contract Documents, the I\rchitect
shall identify such Documents.
1.2.2 Execution of the Contract by the Contractor is a
representation that the Contractor has visited the site be-
come familiar with the local conditions under which the
Work is to be performed, and has correlated personal
observations with the requirements of the Contract Docu-
ments.
1.2.3 The intent of the Contract Documents is to include
all items necessary for the proper execution and comple-
tion of the Work. The Contract Documents are comple-
mentary, and what is required by anyone shall be as
binding as if required by all. \-\'ork not covered in the
Contract Documents will not be requ;red unless it is con-
sistent therewith and is reasonably inferable therefrom as
being necessary to produce the intended results. Words
and abbreviations which have well-known technical or
trade meanings are used in the Contract Documents in
accordance with such recognized meanings.
1.2.4 The organization of the Specifications into divi-
sions, sections and articles, and the arrangement of Draw-
ings shall not control the Contractor in dividing the ""ork
among Subcontractors or in establishing the extent of
Work to be performed by any trade.
1.3 O\\'NERSHIP AND USE OF DOCUMEI'\TS
1.3.1 All Drawings, Specifications and copies thereof
furnished by the Architect are and sh~1I remain the prop-
erty of the Architect. They are to be used only with re-
spect to this Project and are not to be used on any other
project. With the exception of one contract set for each
party to the Contract, such documents Jre to be returned
or suitably accounted for to the Architect on request at
the completion of the Work. Submission or distribution
to meet official regulatory requirements or for other pur-
poses 111 connection with the Project is not to be con-
strued as publication in derogation of the Architect's
common la\\' copyright or other resen ed rights.
ARTICLE 2
ADMINISTRATION OF THE CONTRACT
2.1 THE ARCHITECT
2.1.1 The Architect is the person lawfully licensed to
pr~ctice architec~ure, or an entity la\\l01Iy practicing ar-
chltectu re, Identrfled as such in the Owner-Contractor
Agreement. The term Architect means the Architect or
the Architect's authorized repre<.entali\e.
2.2 THE CONSTRUCTION MANAGER
2.2.1. The Construction I\1anager is the person or entity
rdentlfred as such in the Owner-Contractor r\greement.
The term Construction Manager means the Construction
Manager or the Construction Manager's authorized
representative.
2.3 ADMII'\ISTRATION OF THE CONTRACT
2.3.1 The Architect and the Construction Manager will
AlA DOCUMENT A20T/CM . G['E;;'~, cO.'DlTrO:--lS Of THE co' :RACT fOR CONSTRUCTIO'-/
CO,STRUCTION MA'-:AGEME, T ELl." ION . JUNE 1980 EDITION . AIA~ . @ 1980 . THE
."HRICAN INSTITUTE Of ARCYITECS. 1735 ,EW YORK AVE.. N\\', WASHINGTON, O.C ]{)()()I;
A201/CM -1980 6
P'C'\ ide Jdminiqf<,tion of the Contract a, cereinafter
ce<CfIbed.
2.3.2 The r\rchilect and the Con,t:uctlon \~c:lager will
be the O\\ner's repre,entati\'es during comh_ction "nd
[;;til final payment to all contractor, is due. The Archi-
tect and the Conqruction Manager \\ ill ad\i<e and con-
,,,:t \\ rlh the O\\ner. All in,tructions to the Contractor
'~dll be forwarded through the Con,lruction Manager.
TCe Architect and the Comtruction '\~anager \\ill ha\'e
,,~ihorit\, to act on behalf of the 0\\ nu only to the extent
p-ovided in the Contracl Document" unle" othef\\i,e
rrodrlied by \Hilten instrument in accordance \\ith Sub-
pragraph 2,3.22.
2.3.3 The Comtruction ,fv~anager will detern~;ne in gen-
e~al that the \\'ork of the Contractor is being perforr.led
in accordance with the Contract Documents, and will en-
ceavor to guard the Owner against defects and deficien-
cies in the Work of the Contractor.
2.3.4 The Architect will \'i,it the ,ite at inte~Yals appro-
,"iate to the 5tage of construction to become gener"I'y
:cmiliar with the progre55 and quality of the Work and to
cetermine in general if the \Vork i, proceeding in accord-
,,:Ice with the Contract Document,. However. the Archi-
tect will not be required to make cxhau5tive or con-
t:>uou, on-,ite impection5 to check the quality or quan-
tI\' oi the \Vork. On the ba,is of on-,ite ob<,c-f\'ation5 as
.:n architect, the ;\,rchitect will keep the 0\\ r,er informed
01 the progres> of the Work, and \\ ill endea\or to guard
t~,e Owner against defects and deficiencies i-, the \\'ork
c.i the Contractor.
2.3.5 Neither the Architect nor the Construction .\1an-
ager will be re5ponsible for or ha\e control or charge of
construction means, methods, techniques, sequences or
rfocedures, or for safety precautions and program5 in
connection with the \Vork, and neither will be rC5pon-
<,ble (or the Contractor's failure to carry out I~e \Vork in
accordance with the Contract Document,. \;either the
....rchitect nor the Construction ,I-,~anager wil: be respon-
s.ble for or ha\'e control or charge O\er the "cIs or or.lis-
,iOns of the Contractor, Subcontractors, or any of their
agents or emplo\ces, or an\' other persons pe~:orming any
ci the \Vork.
2.3.6 The Architect and the Conqruction .\"2nager <hall
at all times ha\'e .1Cce55 10 the \\'ork whee\er it i< in
;Jreparation and progres" The Con~rac\or <"al\ pro\ ide
;acilities for such acce" ,0 that the Architect and the
(on<truction ,'~2nager mav perform their fllr,ctions under
ree Contract Document<.
2.3.7 The Construction Manager will schedu!e and coor-
dinate the Work of all contractors on the Project inc!ud-
,ng their u<e of the sileo The Construction .\~anager \\ill
~eep the Contractor informcd of the Project Constru~:ion
Schedule to en;;ble the Contractor to plan and perhlrm
t'-;e Work properly.
2.3.8 The Construction Manager will review 211 Applica-
tions for Pa~ ment by the Contractor, includ;~g final ray-
",ent, and will assemble them with <.imilar applications
from other contractors on the Project into a comb:~ed
Project Application for Payment. The Comtr~ction \'",n-
ager will then make recommendations to t~e ;\rchi~ect
ior certification for payment.
2.3.9 Based on the Architect's observations the recom-
mendations o( the Construction Manager and an e\'alua-
tion of the Project Application for Payment, the Architect
will determine the amount owing to the Contractor anr
will is,ue a Project Certifrcate for Payment incorporatin<
<lIch amount, as provided in Paragraph 9.4.
2.3.10 The Architect will be the interpreter of the re-
quirements of the Contract Docu:nents and the Judge of
the performance thereunder by both the Owner "nd the
Contractor.
2.3.11 The Architect will render interpretation5 neces-
sary (or the proper execution or progress of the Work,
with reasonable promptne5S and in accordance with
agreed upon time limits. Either party to the Contract may
make written request to the Architect for such interpreta-
tions.
2.3.12 Claims, disputes and other matters in question
between the Contractor and the Owner relating to the
execution or progress of the \\lork or the interpretation
of the Contract Documents shall be referred initially to
the Architect for decision. After consultation with the
Construction Iv~anager, the Architect will render a deci-
sion in writing within a reasonable time.
2.3.13 All interpretations and decisions o( 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 a, interpreter and
judge. the Architect will endea\'or to secure faithful per-
formance by both the Owner and the Contractor, \\ill not
,how partiality to either, and \\III not be liable for the
result of any interpretation or decision rendered in good
faith in 5uch capacity.
2.3.14 The Architect's decisions in m<1tters relating te'
artistic eHect will be final if comistent with the intent c
the Contract Documents.
2.3.15 Any claim, dispute or other matter in question
between the Contractor and the Owner referred to the
Architect through the Construction Manager, except those
relaling to artistic effect as provided in Subparagraph
2.3,14 and those which ha\'e been wai\'ed by the making
or acceptance of final payment a<. pro\'ided in Subpara-
graphs 9.9.4 through 9.96, inclusive, <.hall be subject 10
arbitration upon the written dem<1Ild of either party.
Howe\'er, no demand for arbitration of any such claim,
dispute or other matter may be made until the earlier of
(1) the date on \\hich the Architect has rendered a writ-
ten deci,ion, or I)) the tenth da)' after the partie, ha\'e
pre<ented their e\idence to the :\rchitect or h,,\e been
gi\ en a rea<onable oppor:unlt\ to do so, if the ,.l,'-:hitect
has not rendered a written decision by that date When
such a written decision of the Architect states (1) that the
deci5ion is final but subject to appeal. and (2) that am'
demand for arbitration of a claim, dispute or other matter
covered bv ,uch decision must be made within thirt\' days
aiter the date on which the part\' Illaking the den,,,fld re-
ceives the written decision, failure to dem"nd arbitration
within 5aid thirty day period will result in the ,-\rc"itecl's
decision becoming final and binding upon the Owner
and the Contractor. If the Architect renders a (ecision
after arbitration proceedings have been initiated. <uch
decision may be entered as e\idence but will not <uper-
"ede any arbitration proceeding, unless the decision is
acceptable to all partie, concerned.
7 A201/CM -1980
~IA DOCl'",[NT A2011CM . GE"ERAL CO"DITlO"S OF THE CO"1 RACT fOR CO"5"._ CIO<O:
cO,'..:S1;":_CTION MANAGE,\ENT EDITION' JI..:NE 1030 EDITION' AlA\! . <D 19,.: . THE
,~."ERIC~.<O: INS1ITUH OF ARCHllECTS,l~3) NEW )ORK AVE. N \\', \\.~SHING10N.:: c. "(((\(,
V....lP;~INC- Un!:"":",,:C?'::' ,;,n:)loc: .~.:,:- \'io!~' s t: s: CO;'' trig h.! f?\'}~ :il.j:~ su~jP "1(' leQ2' !::,r.-,s~_..:u~ic,n
2.3.16 The Architect will have authorit, to reject Work
"hlch does not conform to the Contract Documents, ,;nd
10 require ~pecial inspection or te<tmg, but will take ~uch
action only after comullation wilh the Con~truction .\~an-
ager. Subject to review by the Architect, the Construction
Manager will have the authoritv to rejecl Work which
doe~ not conform to the Contract Documents. \\'henever,
in Ihe Construction ,\~anager'~ opinion, It is con-:dered
necessary or advisable for the implementation oi the in-
tent of the Contract Documents, the Con~truction ,\\an-
ager "ill have authority to require special inspection or
teqing of the Work in accordance with Subparagraph
7.:- ~ whether or not such Work be then iabricated. in-
qalled or completed. The foregoing authority of the Con-
struction Manager will be subject to the provi~ions of
Subparagraphs 2.3.10 through 2.3.16, inclusive, with re-
spect to interpretations and decisions oi the Architect.
However, neither the Architect's nor the Construction
,"1anager's authority to act under this Subparagraph 2.3.16,
nor any decision made by them in good faith either to
exercise or not to exercise such authoril\' shall give rise
to anv duty or re~ponsibility of the Architect or the Con-
struction Manager to the Contractor, any Subcontractor,
any of their agents or employees, or any other person
performing any of the Work.
2.3.17 The Construction !\1anager will receive from the
Contractor and review all Shop Drawings, Product Data
and Samples, coordinale them with Information contained
in related documents, and transmit to the Architect those
recommended for approval.
2.3.18 The Architect will review and approve or take
other appropriate action upon the Contractor's ~ubmittals
such as Shop Drawings, Product Data and Samples, but
onlv for conformance with the design concept of the
Wo'rk and the information given in the Contract Docu-
ments. Such action shall be taken \,ith reasonable prompt-
ness so as to cause no delay. The Architect's approval of
a speciiic item shall not indicate approval of an as~embly
of which the item is a component.
2.3.19 Following consultation with the Construction
Manager, the Architect will take appropriate action on
Change Orders in accordance with Article 12, and will
have authority to order minor changes in the Work as
pro\'ided in Subparagraph 12.4.1.
2.3.20 The Construction Manager will m"intain at the
Project ~ite one record copy oi a!1 Cont'2ct", Drawings,
Specifications, Addenda, Change Orders and other Modi-
fications pertaining to the Project, in good order and
marked currently to record all changes made during
construction, and approved Shop Drall ings, Product
Data and Samples. These shall be available to the :\rchi-
tect and the Contractor, and shall be deli\ered to the
Architect for the Owner upon completion of the Project.
2.3.21 The Construction Manager will assist the Archi-
tect in conducting inspections to determine the dates of
Substantial Completion and final completion, and will
receive and forward to the Owner ior the Owner's review
written warranties and related document~ required by the
Contract and assembled by the Contractor. The Architect
will issue a final Project Certificate for Payment upon
compliance with the requirements oi Paragraph 9.9.
2.3,22 The duties, re<ponsibilities and limitations of
authority of the Architect and the Conqruction '''2-'.1ger
as the Owner's repres('ntati,.es during construction .?s set
forth in the Contract Documents, will not be mod,;led or
extended wilhout written consent of the Ow ner, the Con-
tractor, the Architect and the Con,truction ,\\2:1ager,
which consent shall not be unreasonably withheld. Failure
of the Contractor to respond within ten days to a \'. rilten
request shall constitute consent by the Contractor.
2.3.23 In case of the termination of the emplO\ ment of
the Architect or the Con~truction !\bnager, the Owner
shall "ppoint an architect or a construction manager
against whom the Contractor makes no reasonable objec-
tion and whose ~tatus under the Contract Documents
shall be that of the former architect or construction man-
ager, respectively. Any dispute in connection wilh such
appointments ~hall be subject to arbitration.
ARTICLE 3
OWNER
3.1 DEFINITION
3.1.1 The Owner is the person or enlity identiiied as
such in the Owner-Contractor Agreement. The term
Owner means the 0\\ ner or the Owner's autrorized
repre~entative.
3.2 INFORMATION AND SERVICES REQUIRED OF
THE OWNER
3.2.1 The Owner shall, at the request of the Contractor,
at the time of execution of the Owner-Contractor Agree-
ment furnish to the Contractor reasonable evidence that
the Owner has made financial arrangements to fuliill the
Owner's obligations under the Contract. Unless ~uch
rea"onable evidence is furnished, the Contractor is not
required to execute the Owner-Contractor Agreement or
to commence the \\'ork.
3.2.2 The Owner shall fu rnish a II ~u r\ eys describir-,;;; the
physical characteristics, legal limitations and utilit\ loca-
tions for the site of the Project, and a legal de~crip: :In of
the site.
3,2,3 Except as provided in Subparagraph 4.;-.1. the
Owner shall secure and pay for nece"ary approvals. ease-
ments, assessments and charges required for the con'truc-
tion, use or occupancy of permanent structures c- for
perm,lnent changes in existing facilities.
3.2,4 Information or services wnder the Owner's c::ntrol
shall be furnished bv the Owner with reJ;unable prc'1lpt-
ness to avoid delay in the orderly progress oi the \'.:rk.
3.2.5 Unless otherwi~e provided in the Contract uocu-
ments, the Contractor will be furnished, free of c:" 2rge,
all copies of Drawings and Specification, reasonabl'. nec-
essary for the execution of the \Vork.
3.2.6 The Owner ~hall forward all instructions :0 the
Contractor through the Construction Manager, with ':'llul-
taneous notification to the Architect.
3.2.7 The foregoing are in addition to other dutie, and
respoll5ibilities ot the O\\ner enumerated herein ar-:J es-
pecially those in respect to Work By 0\\ ner or B\ Sepa-
rate Contractor~, Payments and Completion, and insur-
ance in Articles 6, 9 and 11, re~pectively.
AlA DOCUMENT A201/CM . GE~ERAL CO'DITIO"'S Of THE CO"'TR.'\CT fOR CONS1Rl'CTIOS
COSS1RUCTiON MAI'oiAGEMENT EDITIOS . lL:SE l<<&J EDIlIOS . AIA@ . @ 1980 . THE
A"ERICA," I,"STITUTE Of ARCHITECTS, 1;35 'E\\' YOR~ AVE.. "IV.. \\.ASHI'GTON, D.C. ~[\()()6
A201/CM - 1980 8
3.3 OWSER'S RIGHT TO STOP THE \"ORK
3.3.1 If the Contractor fails to correct defective Work as
required h Paragraph 13.2, or persistently fai:s to carry
out the Work in accordance with the Contrect Docu-
ments, the Owner. by a written order signed personally or
by an agent 'peciiically so empowered by the Owner in
writing, me\' order the Contractor to stop the Work, or
any portion thereof, until the cause for such order has
been eliminated; however, this right of the O\\~.er to stop
the Work shall not give rise to an)' duty on the part of the
Owner to exercise this right for the benefit 0: the Con-
tractor or any other person or entity, except to :he extent
required by Subparagraph 6.1.3.
3.4 OWSER'S RIGHT TO CARRY OUT THE WORK
3.4.1. If the Contractor defaults or neglects to carl)' out
the Work in accordance with the Contract Documents,
and fails" i:hin seven days after receipt of wri:ten notice
from the Owner to commence and continue correction of
such default or neglect with diligence and promptness,
the Owner ffiav, after ,e\'cn days following receipt by the
Contractor of an additional written notice af'd without
prejudice to any other remedy the Owner :nay have,
make good such deficiencies. In such case an cppropriale
Change O-der shall be issued deducting fro~ the pay-
ments the:l or thereafter due the Contractor :he cost of
correcting 'uch deficiencies, including compEe~.sation for
the ,Architect's and the Construction Manager's additional
services mcde necessary by such default, ne(ect or fail-
ure. Such action by the Owner and the amoLnt charged
to the Contractor are both subject to the pri'Jr approval
of the Arc:-:itect, after consultation with the CJnstruction
i\1anager. If the payments then or thereafter d_e the Con-
trador are not sufiicient to cover such amour:. the Con-
tractor sha:i pal the difierence to the 01'. ner.
ARTICLE 4
CONTRACTOR
4.1 DtFlSITION
4.1.1 The Contractor is the per>on or entitycentified as
<uch in the 01\ ner-Contractor ;\greement. The term Con-
tr2ctor me 2. 0" the Contractor or~the Contractor's author-
ized repre-en!ative.
4.2 REVtEW Of CONTRACT DOCUMENTS
4.2.1 He Cori:ractor <hall carelully study a~d compare
the C(jn~',oct Dccuments and s"'all at once re;Jort to the
Architect diO t:-:e Con<truction \'jnaser an\ ,"-:or, incon-
sistency or or;:is-ion that may !)e discO\ere:. The Con-
tractor shail not be liable to the Owner. the ".rchitect or
the CoO"t~uction Manager for am damage reoulting irom
anv such error", inconsistencies or on'\lS,ion' in the Con-
tra~t Document,. The Contractor shall perior-. no portion
of the \\vk at any time without Contract D: ~uments or.
\\ here re:;uired appro\.ed Shop Drawings, i-oduct Data
or Sample- for 'e1ch portion of the \\'ork.
4.3 SLPER\'ISION AND CONSTRUClIO~
Pf: OCEDCRES
4.3.1 T:-e Contractor shall <c;pervise anc' direct the
\Vork. U' ng thEe Contractor's be,t skill and a::ention. The
Contractor ',hall be solely responsible for all construction
means, method', techniques, sequences anc procedures;
and shall coordinate all portons of the Work under the
Contract, subject to the overall coordination of the Con-
struction t\1anager.
4.3.2 The Contractor shall be responsible to the Owr.
for the acts and omissions of the Contractor's employees,
Subcontractors and their agents .1nd employees, 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
Contractor's obligations to perform the \Vork in accord-
ance \\ ith the Contract Documents either by the activities
or duties of the Construction .\1anager or the Architect
in their administration of the Contract, or by inspections,
tests or approvals required or performed under Paragraph
7.7 by persons other than the Contractor.
4.4 LABOR AND MATERIALS
4.4.1 Unless other.vise pro\'ided in the Contract Docu-
ments, the Contractor shall provide and pay for all labor,
materials, equipment, tools. construction equipment and
machineI)', water, heat, utilities, transportation, and other
facilities and services necessary for the proper execution
and completion of the \!\'ork, whether temporary 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 strict dis-
cipline and good order among the Contractor's em-
ployees and shall not employ on the Work any unfit 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 \\anager that all materials and
equipn.ent furnished under this Contract will be new r
less otherwise specified, and that all \Vork will be of go.
quality, free from faults and defects and in conformance
with the Contract Documents. All \Vork not conforming
to these requirements, including substitutions not prop-
erly approved and authorized, may be considered defec-
tive. If required by the Architect or the Construction Man-
ager, the Contractor shall furnish s,ltisfactory evidence as
to the kind and quality of materials and equipment. This
warranty is not limited b\ the prO\isions of Paragraph
13.2.
4.6 TAXES
4.6.1 The Contractor sha!1 pay all sales, consumer, use
and other similar taxes for the \"!ork or portions thereof
prOI ided b\' 11:€ CantraclC" which .He Ip~allv enacted at
the time bids are receivec. 1\ hether or not) ('t efiecti\'e.
4.7 PERMITS, FEES AND ~OTICES
4.7.1 Unless otherwise p~:J\ided in the Contract Docu-
ments. the Ol\.ner shall secure and pay for the building
permit and the Contraclor shall secure and pay for all
other permits and govern::-ental fees. license< and inspec-
tions necessary for the proper execution and completion
of the \Vork which are ccs10marily secured after execu-
tion of the Contract and I,hch arc legally required at the
time bids are received.
4.7.2 The Contractor sra'! give all notices and comph
with all laws, ordinances rules, regulations and lawful
orders of any public aut!:ority bearing on the perform-
ance of the Work.
9 A201.C'.1 -1980
ALA DOCl'~\E'T A201/CM . GE'ER~l CO'DITIO'S C, lHE CO"RACI rOR CO'SlRUCI,u'
CO"'Rl C T", ,\\ASAGE.\\E'T EDlTrO' . )U:';E -co.: EDITrO,'i . AIA% . <I: 1980 . THE
.\\\(RIC'" ",clrUlE OF ARCHlllClS. 1735 "EI\' ie" ,VE., '.W WASHI'Gl0', D.C. 20:':"
4.7.3 It is not the responsibility of the Contrac10r to
make certain that the Contract Documents are in 2ccord-
ance with applicable laws, statutes, building cod", and
regulations. If the Contractor observes that anv C>f the
Contract Documents arc at variance therewith in eflY re-
spect, the Contractor shall promptly notify the Architect
and the Construction ,'vIanager in writing, and any neces-
sary changes shall be "ccomplished by appropriate
.\ 10di fic a tion.
4.7.4 If the Contractor performs any \'\Iork \.:no.... ing it
to be contrary to such laws, ordinances, rules and -egula-
tions, and without such notice to the Architect ar,d the
Construction Manager, the Contractor shall assume full
responsibility therefor and shall bear all costs allricJtable
thereto.
4.8 AllOWANCES
4.8.1 The Contractor shall include in the Contract Sum
all allowances stated in the Contract Documents. Hems
covered by these allowances shall be supplied for such
amounts and by such persons as the Construction Man-
ager may direct, but the Contractor will not be required
to employ persons against whom the Contractor makes a
reasonable obj2ction.
4.8.2 Unless otherwise provided in the Contract Docu-
ments:
.1 these allowances shall cover the cost :0 the
Contractor, less any applicable trade discount,
of the materials and equipment required by the
allowance, delivered at the site, and all appli-
cable taxes;
.2 the Contractor's costs for unloading a:"d han-
dling on the site, labor, installation coqs over-
head, profit and other expenses conterT,plated
for the original allowance shall be inc!,-ded in
the Contract Sum and not in the allo\'..o:,,:ce;
.3 whenever the cost is more or less tran the
allowance, the Contract Sum shall be adjusted
accordingly by Change Order. the amount of
"hich will recognize changes, if am in han-
dling costs on the site, labor, installation costs,
overhead. profit and other expenses.
4.9 SUPERINTENDENT
4.9.1 The Contractor shall employ a competent s..:perin-
tendent and necessary assistants who shall be in cttend-
ance at the Proiect ~ite during the progre-s of t"e \Vork.
The superintendent ~hall re;:Jresent the Ccnlr.1c~:-- ;nd all
communications given to the superintendent sl-c~: be as
binding as if given to the Contractor. Important commu-
nications shall be confirmed in writing. Other cc~mLJni-
cations shall be so confirmed on written reque~t n each
case.
4.10 COSTRACTOR'S COSSTRUCTION SCHmULE
4.10.1 The Contractor, immediately after being ,,\..arded
the Contract, shall prepare and submit for the c.:'istruc-
tion "tanager's 2-pproval a Contractor's Cc,n-:'uction
Schedule for the Work \\ hich shall prOl ide fo; expedi-
tious and practicable execution of the Work. F:' oched.
ule shall be coordinated by the Construction \' .onager
with the Project Construction Schedule. The Co:-::-"ctor's
Construction Schedule shall be revised as requirec by the
conditions of the Work and the Project, subject to the
Construction "v1anager's approval.
4.11 DOCUMESTS AND SAMPLES AT THE SITE
4.11.1 The Contractor shall maintain at the Project site,
on a current basis, one record copy of all Drawings,
Specifications, Addenda, Change Orders and other /l.10di-
fications, in good order and marked currently to record
all changes made during construction, and approved Shop
Drawings, Product Data and Samples. These shall be
available to the Architect and the Construction Manager.
The Contractor shall advise the Construction Manager on
a current basis of all changes in the Work made during
construction.
4.12 SHOP DRAWINGS, PRODUCT DATA AND
SAMPLES
4,12.1 Shop Drawings are drawings, diagrams, schedules
and other data specially prepared for the Work by the
Contractor or any Subcontractor, manufacturer, supplier
or distributor to illustrate SOme portion of the Work.
4.12.2 Product Data are illustrations, standard schedules,
performance charts, instructions, brochures, diagrams and
other information furnished by the Contractor to illustrate
a material, product or system for some portion of the
Work.
4.12.3 Samples are physical examples which illustrate
materials, equipment or workmanship, and establish
standards by which the Work will be judged.
4.12.4 The Contractor shall prepare, review, approve and
submit through the Construction Manager, with reason-
able promptness and in such sequence as to cause no de-
lay in the \Vork or in the work of the Owner or any sepa-
rate contractor, all Shop Drawings, Product Data and
Samples required by the Contract Documents. The Con-
tractor shall cooperate with the Construction Manager in
the Construction ....1anager's coordination of the Contrac-
tor's Shop Drawings, Product Data and Samples with
those of other separate contractors.
4.12.5 By preparing, approving and submitting Shop
Drawings, Product Data and Samples. the Contractor rep-
resents that the Contractor has determined and verified
all materials, field measurements and field construction
criteria related thereto, or \\ill do so with reasonable
promptness. and has checked and coordinated the infor-
mation contained \\ ithin such submittals with the require-
ments of the Work. the Project 2nd the Contract Docu-
ments.
4.12.6 The Contractor shall not be relie\ed of responsibil-
ity for any de\iation from the requirements oi the Con-
tract Documents bv the Architect';: approval of Shop
Drawings, Product Data or Samples under Subparagraph
2.3.18. unless the Contractor has specifically informed the
Architect and the Construction ,\tanager in writing of
such dc\iation at the time of submi"ion and the :\rchi-
lect has gi\ en \\ ritten approval to the specific de\iation.
The Contractor ,hall not be relieved from responsibilitv
for errors or omissions in the Shop Drawings, Product
Data or Samples bv the Architect's apprO\al of them.
4.12.7 The Contractor shall direct specific attention, in
writing or on resubmitted Shop Dra\\ings. Product Data
or Samples, to re\ isions other than tho<e requested bv the
Architect on previous submittals. .
AlA DOCUMENT A201/01 . G[ 'E,\l CONDI110NS Uf THe C:', -: "ACT fOR CO.'STRL:CTIO,
CO'STRL:CTION .\IA'.\GE\\E'T EDITION' JL:'E 1(,,) EDI- '::', . AlA'!) . <J) 1980 . THE
"\IERIC\' I'STITUTE or\RCHllECTS. 173, 'E\\' YOR'..\VE ".\. \\ASHI'GTO,', D.C :'000-,
A201/CM - 1980 10
4.12.8 ~o portion of the \\'ork requiring submission of a
Shop Drawing, Product Data or Sample shall be com-
mcnced until the submittal has been approved by the
..\rchitect as pro\ided in Subparagraph 2.3.18. All such
rCHtions of the Work shall be in accordance with ap-
pro\ ed submittals.
4.13 USE OF SITE
4.13.1 lhe Contractor shall confine operations at the site
to Meas permitted b\' law, ordinances, permits and the
Contract Documents, and shall not unreasonably encum-
ber the site with any materials or equipment.
4.13.2 The Contractor shall coordinate all of the Contrac-
tor's operations with, and secure approval from, the Con-
<\ruction Manager before using any portion of the <ite,
4.14 CUTTING AND PATCHtNG OF WORK
4.14.1 The Contractor shall be responsible for all cutting,
fitling or patching that may be required to complete the
Work or to make its several parts fit together properly.
4.14.2 The Contractor shall not damage or endanger any
portion of the Work or the work of the Owner or any
separate contractors by cutting, patching or otherwise
altering any work, or by excavation. The Contractor shall
not cut or otherwise alter the work of the Owner or any
<('par ate contractor except with the written consent of the
Owner "nd of such separate contractor. The Contractor
sh.ll1 not unreasonablY withhold from the Owner or any
separate contractor consent to cutting or otherwise alter-
ing the'Work.
4.15 CLEANING UP
4.15.1 The Contractor shall at all times keep the premises
free from accumulation of waste materials or rubbish
caused by the Contractor's operations. At the completion
of the Work, the Conl~"ctor shall remove all the Contrac-
tor's waste materials "nd rubbish from and about the
Project as \\e11 as all the Contractor's tools. construction
equipment, machinef\ and surplus materials.
4.15.2 If the Contractor fails to clean up at the comple-
tion of the Work, the Owner may do so as prm rded in
Paragraph 3.4 and the cost thereof shall be charged to the
Contractor.
4.16 CO!\\\\UNICA 110\'5
4.16.1 The Con:lactor shall f01\\ ard all communications
to the Owner and the Architect through the Construction
\ la nager.
4.17 RQ)AL1llS A~D PAHN1S
4.17.1 The Contractor shall pay all royalties and license
fees, shall deiend all suits or claims for infringement of
any patent rights and shall sa\'e the Owner and tr,e Con-
,truction \\ana~er harmles<; from loss on account thereof,
~xcept that th; Owner, 0; the Construction "anager as
the o"e may be, shall be responsible for all such loss
\\hen a particular design, process or the product of a par-
ticular manufacturer or manufacturers is selected by such
person or <uch per<on's agent. If the Contractor, or the
Constncction \\anager as the case may be, has reason to
believe that the de<l:;n, process or product selected is an
infringement of a patent, that party shall be responsible
for such loss unless such information is promptly gi\'en to
the others and also to the Architect.
4.18 INDEMNIFICA T ION
4.18.1 To the fullest extent permitted by law, the Con-
tractor sha!1 IIldemn:fy and hold humles<; the 0\\ ner, th
Architect. the Construction \\an,lger, and their ager:ts an,
employees from and against all claims, damages. losses
and expenses, including, but not limited to, attorneys'
fees arising out of or resulting from the performance of
the \\'ork, provided that any such claim, damage, Ims or
expense (1) is attrrbutable to bodllv injury, sickness, dis-
ease or death, or to injury to or destruction of t,1I1gllJle
propert\' rother than the Work itself) including the loss of
use re,ultlng thereirom, and (2) is caused in whole or in
part b\ any negLsent act or omission of the Contractor,
any Subcontractor. anyone directly or indirectly employed
by an\' of them or anyone for \\hose acts an) of them
may be liable, regardless of whether or not it is caused
in part by a party indemnified hereunder. Such obligation
shall not be construed to negate, abridge or otherwise
reduce any other right or obligation of indemnity which
would otherwise nist as to any party or person described
in this Paragraph 4.18.
4.18.2 In any and all claims against the Owner, the Archi-
tect, the Construction Manager or any of their agents or
emplo\ees by any employee of the Contractor, ,my Sub-
contractor, anyone directly or indirectly employed by any
of them or anyone for whose acts any of them may be
liable. the indemnification obligation under this Para-
graph 4.18 shall not be limited in any way by am. limita-
tion on the amount or type of damages, compen;"tion or
benefits payable by or for the Contractor or ,iny Sub-
contractor under workers' or \\orkmen's compensation
acts, disability benefit acts or other emplovee benefit acts.
4.18.3 The obligations of the Contractor under this Par?
graph 4.18 shall not extend to the liability of the ..\rchile
or the Construction Manager, their agents or employees,
arising out of (li the preparation or approval oi maps,
drawings, opinions, reports, surveys, Change Orders, de-
signs or specifications, or (2) the gi\ ing of or the failure 10
give directions or instructions bv the ,\rchitect or the
Construction Manager, their agents or emplO\ ees, pro-
\ided such giving or failure to gi\e is the primary cause
of the injury or damage,
ARTiClE 5
SUBCONTRACTORS
5.1 DEFINITION
5.1.1 A. Subcontr,iC1or is a person or entity \\;'0 has a
direct contract \\rth the Contractor to perform any of the
Work at the site. The term Subcontractor means a Sub-
contractor or a Subcontractor's authorized repre;entati\e.
The term 5ubcontr2ctor does not include am separate
contractor or am. -eparate contraclor's <ubcontractors.
5.1.2 A Sub-subcontractor is a person or entih \'.ho has
a direct or indirect contract \\ith a Subcontractor to per-
form anv of the Work at the site. The term Sub-subcon-
tractor means a Sub-subcontractor or an authorized rep-
resentati\e thereof.
5.2 A\\ARDS OF SUBCONTRACTS AND OTHER
CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise required by the Contr2ct Docu-
11 A201/CM -1980
AlA DOCU\\EST A~Ol!CM . GE....ER,Al co'<:,,~;o,""s Of THE CO'TR,ACT fOR CO'..,'RLOIL
CO,S1Rl.CTIOS \tA~AGE'\E'T EOITIO' . Jl'E ,5SO EDITIO, . AIA~ . (i: ~92,O . THE
.~\',ERICA"" I';STIH TE Of ARCHITECTS. 1~3' 'EW vORK AVE., 'W, \\AS"Io.,:('TO' D.C ZODO"
., C'I1-.
-, rr" .-<'-:.'iOf
ments or the Bidding Documents, the Contractor, as soon
as practicable after the award of the Contract, shall fur-
nish to the Construction Manager in writing for review
by the Owner, the Architect and the Construction ....ian-
ager, the names of the persons or entities (including those
who are to furnish materials or equipment fabricated to
a special design) proposed for each of the principal por-
tions of the \\fork. The Construction Manager w1l1
promptly reply to the Contractor in writing stating
whether or not the Owner, the Architect or the Con-
struction Manager, after due investigation, has reasonable
objection to 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 5.2.1. The
Contractor shall not be required to contract with anyone
to whom the Contractor has a reasonable objection.
5.2.3 If the Owner, the Architect or the Construction
Manager has reasonable objection to any such proposed
person or entity, the Contractor shall submit a substitute
to whom the Owner, the Architect and the Construction
Manager have no reasonable objection, and the Contract
Sum shall be increased or decreased by the difference in
cost occasioned by such substitution and an appropriate
Change Order shall be issued; however, no increase. in
the Contract Sum shall be allowed for any such substitu-
tion unless the Contractor has acted promptly and re-
sponsively in submitting names as required by Subpara-
graph 5.2.1.
5.2.4 The Contractor shall make no substitution for any
Subcontraclor, person or entity previously selected if the
Owner, the Architect or the Construction Manager makes
reasonable objection to such substitution.
5.3 SUBCON1RACTUAl RElA liONS
5.3.1 By an appropriate agreement, written where legally
required for validity, the Contractor shall require each
Subcontractor, to the extent of the \\fork to be performed
by the Subcontractor, to be bound to the Contractor by
the ~erms of the Contract Documents, and to assume to-
ward the Contractor all the obligations and respol15ibili-
ties \\ hich the Contractor, by these Documents, assumes
towa rd the Owner, the I\rchitect and the Construction
."v1anager. Said agreement shall preserve and protect the
right' of t~e 0\\ ner, the A.rch:tect and the Constr:cc:ion
Manager under the Contract Documents with respect to
the Work to be performed bv the Subcontractor so that
the subconlracting thereof will not p,ejudice such rights,
and shall allow to the Subcontractor, unless specifically
pro\ided otherwise in the Contractor-Subcontractor
Agreement. the beneiit of all rights, remedies and redress
Jgainst the Contractor that the Contractor, by these Docu-
ments. has Jgaimt the Owner. \Vhere appropriate. the
Contractor <I1JII require each Subcontractor to enter into
similar agreements with their Sub-subcontractors. The
Contract~r shall make a\'ailab!e to each p,oposed Sub-
contr,~ctor. prior to the execution of the Subcont,act,
copies of the Contract Docurr.ents to which the Subcon-
tractor will be bound by this Paragraph 5.3, and identify
to the Subcontractor any terms and conditions of the pro-
posed Subcontract which may be at variance with the
Contract Documents. Each Subcontractor shall similarly
make copies of such Documents available to their Sub-
subcontractors.
ARTICLE 6
WORK BY OWNER OR BY
SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT 10 PERFORM WORK AND TO
AWARD SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to perform work re-
lated to the Project with the Owner's own forces, and to
award separate contracts in connection with other por-
tions of the Project or other work on the site under these
or similar Conditions of the Contract. If the Contractor
claims that delay, damage or additional cost is involved
because of such action by the Owner, the Contractor shall
make such claim as provided elsewhere in the Contract
Documents.
6.1.2 When separate contracts are awarded ior different
portions of the Project or other work on the site, the term
Contractor in the Contract Documents in each case shall
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, who shall
cooperate therewith as provided in Paragraph 6.2.
6.2 MU1UAl RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner, the Con-
struction ....\anager and separate contractors reasonable
opportunity for the introduction and storage of their ma-
terials and equipment and the execution of their work,
and shall connect and coordinate the Work with theirs
as required by the Contract Documents.
6.2.2 If any part of the Contractor's Work depends for
proper execution or results upon the work of the Owner
or any separate contractor, the Contractor shall, prior to
proceeding with the Work, promptly report to the Con-
struction Manager any apparent discrepancies or defects
in such other work that render it unsuitable for such
proper execution and results. Failure of the Contractor so
to report shall constitute an acceptance of the Owner's
or separate contractor's work JS fit and proper to receive
the \\'ork, except as to defects which may subsequently
become apparent in such work by olhers.
6.2.3 Any costs caused by defective or ill-timed work
shall be borne by the party responsible thereior.
6.2.4 Should the Contractor wrongfully cause damage to
the work or property of the Owner, or to other work or
property on the site, the Contractor shall promptly rem-
edy such damage as provided in Subparagraph 10.2.5.
6.2.5 Should the ContrJctor wrongfully delay or cause
damage to the work or property of any separate contrac-
tor, the Contractor shall, upon due notice, promptly at-
tempt to settle with such other contractor by agreement,
or otherwise to resolve the dispute. If such separate con-
tractor sues or initiates an arbitration proceeding against
the Owner on account of any delay or damage alleged to
have been caused by the Contractor, the Owner shall
AlA DOCUMEST A201!CM . CE~ERAL CO~01110~5 OF THE CO"R'.CT FOR CO~STRUCTIOr\
CO'STRL:CTION .\\A'AGE.\IEr\T EOITIO' . JL:~E 1980 WIlIO, . AIA@ . @ 1980 . THE
AMER:C:.., I',TITUlE OF .:"RCH1TECTS. 173S NEW YORK .WE.. NW.. "',A5HINGTON, O.C 20006
A201/CM -1980 12
notify the Contractor \\ho ~hall defend ~uch proceedings
at the 0\\ ner's e\pen~e, and if any judgment or award
again<t the O\\ner ari,es therefrom, the Contractor ~hall
payor satisfy it and shall reimburse the O\\ner for all
attorneys' fees and court or arbitration coq~ which the
O\\ner ha~ incurred.
6.3 O\\'NER'S RIGHT TO CLEAN UP
6.3.1 If a di,pute arises between the Contractor and
~eparatc contractor~ as to their responsibility for cleaning
up as required by Paragraph 4.15, the Owner may clean
up and charge the cost thereof to the contractors respon-
sible therefor as the Construction Manager shall deter-
mine to be just.
ARTiClE 7
--
MISCELLANEOUS PROVISIONS
7.1 GOVERNING LAW
7.1.1 The Contract shall be gO\erned by the law of the
place where the Project is located.
7.2 SUCCESSORS AND ASSIGNS
7,2.1 The Owner and the Contractor, respectively, bind
them<elves, their partners, successors, assigns and legal
representatives to the other party hereto and to the part-
ners, <ucccs~ors, assigns and legal representatives of such
other party with respect to all covenants, agreements and
obligations contained in the Contract Documents. i'-.'either
party to the Contract shall assign the Contract or sublet it
as a whole without the written consent of the other.
7.3 WRITTEN NOTICE
7.3.1 Written notice shall be deemed to have been duly
served if deli\ered in person to the individual or mem-
ber of the firm or entity or to an officer of the corpora-
tion for whom it \\as intended, or if delivered at or sent
by registered or certified mail to the last business address
kno\\n to the party giving the notice.
7.4 CLAL"1S FOR DAMAGES
7.4.1 Should either party to the Contract ~u;ler injury or
dam2ge to person or property :Jecause of any act or omis-
~ion of the other party or of ,my of the other party's
employees, agents or others for whose acts such party is
legally liable, claim shall be made in \\rit:ng to such
other part\. \\ithin a reasonabie time after the first obsef\-
(:nCE of -:-Jch injur~ Oi danlJge.
7.5 PERFORMAI\CE BOND AND lABOR AND
MATERIAL PAYMENT BO~D
7.5.1 The O.",ner "hrill ha\e the fight to require the
Con:ractor to furnish bonds cO\ering the faithful perform-
ance of the Contract and the payment of ail obligations
.:ri<irg thereunder if Jnd as required in the Bidding Doc-
umen:" or the Contract Documents.
7.6 RIGHTS AND RE,\\EDIES
7.6.1 The duties and obligations imposed bv the Con-
tract Documents and the right" and remedies a\'ailable
thereunder shall be in addition to, and not a limitation of,
,1Ill' duties, obligations, right" and remedies otherwise im-
po"ed or available bv law.
7.6,2 i'-.'o action or iailure to dct by the Owner, the Ar-
chitect, the ConstruC:on .\1anager or the Contractor shall
constitute 2 \\ai\er of any right or duty aiiorded any' r
them under the Contract, nor shall any such action c
failure to act comtitute an approv,,1 of or acquie"cence in
any breach thereunder, except as may be specifically
agreed in \'. riting.
7.7 TESTS
7.7.1 If the Contract Documents, law", ord,nances, rules,
regulations or orders oi any public autholit\ having juris-
diction require any p:)rtion of the Work to be inspected,
tested or apprO\ed, tr,e Contractor shall gi\e the ;"rchitect
and the Construction '\1anager timely notice of Its readi-
ness so the Architect and the Construction .\1anager may
observe such impection, testing or approval. The Con-
tractor shall bear all costs of <uch inspections, tests or
approvals conducted by public authorities, Unless other-
wise provided, the Owner shall bear all costs of other in-
spections, tests or approvals.
7.7.2 If the Architect or the Construction Manager deter-
mines that any Work requires special inspection, testing
or appro\a! which S,--bparagraph 7.7.1 does not include,
the Construction .'\t::nager will, upon written authoriza-
tion from the O\\ner, instruct the Contractor to order
"uch "pecial inspection, testing or approval. 2nd the Con-
tractor shail gi\e notice as provided in Subparagr"ph
7.7.1. If such special inspection or testing r€'oeals a failure
of the Work to comp:\ \\ ith the requirements of the Con-
tract Documents, tr,e Contractor shall bear all costs
thereof, including compensation for the ;"rchilec!'s and
the Construction Mar,lger's additional sen ices made nec-
essary by such failu-e; other\'.ise the 0\\ ner shall be3'
such costs, and an 2ppropriate Change Order shall L
i>sued.
7.7.3 ReC;Jired cerLr-icates of inspection, testin~ or ap-
proval sha'; be "ecu'ed by the Contractor and the Con-
tractor she,: p;omp::'" deliver t:-:em to the Construction
\lan"ger ;.or transm,::21 to the .-\rchitecl.
7.7.4 Ii tr:e Architec: or the Construction \\2nager \\ishes
to ob"ene the inspection<;, te~t" or ap;:)l0\2:S required by
the Contract Documents, thev \\i11 00 so p'ompt!v and,
where practicable, at the source oj su;::'ply.
7.8 Il'TEREST
7.8.1 Pa\ments due ;,nd unpaid under the Contract Doc-
uments sr2.!! bear irc:erest irom the o"le 1'2\ ment is due
"t -ucn ;2:~ 2- the ,.:,r1ie5 nle\ .".:ree c:por n \'.r:ting or
In the ab,ulce there:Jf, at the ie;al f2:e p'e\,iding at the
place of tre Project.
/.9 ARBITRATION
7.9.1 AI! ciai:~,s, dl:-pute< ane! ether rlatter:- In Question
be1ween :~e Contracor arid the 0\\ ner arising o~t of or
relating te the Contract Dc,cumef1ts or the breJch thereof,
e\cept a< ora\ ,oed ., Subp.Hagr,lph :.'3.1~ \\ Ith re~pect
to the Architect's decisions on r.latter:- rela:ing to artistic
eiiect, ar,c except ic- claims \\!'Ieh r,i'.e Iy:en \\,,\ed by
the maki,g or "cce: ',,,nce oj 1::1,-,1 p;,. me~: as rrO\ ided
by Subparagraphs q:'-i throuFh '!'It Inc:[;,j\('. ,hall be
decided :C\ ar!:Jitrat:: n in accordance \\ itr. the Cowtruc-
tion Indu-:n ,-\;bitr2:ion Rules of the ;\merican ,-\rbitra-
lion Association the~. obtaining unless the parties mutual1,
13 A201/0.-\ -1980
.\IA DOCUMEST A:OliCM . G[ -..,;:;, co"o:' :'-"" c" 1 H[ CO"F;CT Fe;. (( )', -" ,.C : :eiN
CO<";STRL!CIO" \',;<";AGE\\E<";, ,J:"O" . . _ "E l<".J Ef):-:O~ . ~IA~ . (f: iC,:' . THE
A'H_RIC.\"'.... l'STJ1L1E OF ,\"CH.-:CT~. -,~3:; ':::.1'01\.... i\\'E '.\\ \\ \<'H:,>lO'- D C ::~~~(h)
." ~ .- [: ..-
agree otherwise. No arbitration arising out of or relating
to the Contract Documents shall include, by cO:1solida-
tion, joinder or in any other manner, the Archi:ect, the
Construction Manager, their emplo) ees or cor,sultants
except by written consent containing a specific rt::erence
to the Owner-Contractor Agreement and signed by the
Architect, the Construction ,'1anager. the Ow ner, the
Contractor and any other person sought to be joii'ed. No
arbitration shall include by consolidation, joinder or in
any other manner, parties other than the O\\i'er, the
Contractor and any other persons substantially ii'\olved
in a common question of fact or law, whose presence is
required if complete relief is to be accorded in the arbi-
tration. No person other than the Owner or the Contrac-
tor shall be included as an original third party or addi-
tional third party to an arbitration whose interest or re-
sponsibility is insubstantial. Any consent to arbitration
involving an additional person or persons shall not con-
stitute consent to arbitration of any dispute not described
therein or with any person not named or described
therein. The foregoing ag.reement to arbitrate and any
olher agreement to arbitrate with an additional person or
persons duly consented to by the parties to the Owner-
Contractor Agreement shall be specifically enforceable
under the pre\ailing arbitration law. The award rendered
by the arbitrators shall be final, and judgment ma\ be en-
tered upon it in accordance with applicable 1.1\'. in any
court having jurisdiction thereof.
7.9.2 ~otice of the demand for arbitration shall !Je filed
in writing with the other party to the Owner-COi'tractor
Agreement and with the American Arbitration Associa-
tion, and a copy shall be filed with the Architect and the
Construction ,'l.1anager. The demand for arbitration shall
be made within the time limits specified in Subpc'agraph
2.3.15 where applicable, and in all other cases \\ ithin a
reasonable time after the claim, dispute or othe, matter
in que<tion has arisen; and in no e\.ent shall it te made
afler the date when institution of legal or equitc:o!e pro-
ceedings based on such claim. dispute or other r.alter in
que<tion would be barred by the applic.ble ~:c:ute of
limitations.
7.9.3 Unles>. otherwise agreed in writing, the Cc.-;tractor
,hall carry on (he t'\'ork and maintain its progre" during
am arbitration proceedings, and the Ol\ner shall con-
tinue to make payments to the Contractor in accordance
1\ ilh the Contract Documents.
ARTICLE 8
TIME
8.1 DEFINITIONS
8.1.1 L'nles~ otherwise prol ided, the Contract Time is
the period of time allotted in the Contract Docur.ents for
Subsl2r:tial Completion of the Work a~ definedn Sub-
paragr"ph 8.1.3. including authorized adlustment~ :'1ereto.
8.1.2 The (Ltc of commencement of the \\'o,~ is the
date e<tablished in a notice to proceed. If there i' no no-
tice to proceed, it shall be <uch other date as :-:lay be
e<t,lbll<hed in the 0\\ ner-Contractor Agreement or else-
1\ here in the Contract Documents.
8.1.3 The D"te of Sub<lantial Completion of t~e Work
or designated portion thereof is the Date certifiec by the
Architect when construction is suiiicientlv com;:.;ete, in
accordance with the Contract Documents, 50 that the
Owner or separate contracto:s c.,n occupy or utilize the
\'\'ork or a designated portion thereof ~r the use (or
which it is intended.
8,1.4 The Date of Substantial Completion of the Project
or designated portion thereof is the Date certified by the
Architect when construction is ~uiiicicntly complete so
the Owner can occupy or utililC thc Project or designated
portion thereof for the use for which it was intended.
8.1.5 The term day as used in the Contract Documents
shall mean calendar day unle~<; specifically designated
otherwise.
8.2 PROGRESS AND COMPLETION
8.2.1 All time limits stated in the Contract Documents
are of the essence of the Contract.
8.2.2 The Contractor shall begin the \\'ork on the date
of commencement as defined in Subparagraph 8.1.2. The
Contractor shall carry the Work forward expeditiousl\'
with adequate forces and shall achie\e Substantial Com-
pletion of the Work within the Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contractor is delayed at ,1n)' time in the
progress of the Work by any act or neglect of the Owner,
the Architect, the Construction .\~anager. any of their em-
ployees, any separate contractor emplo~ed by the O\\ner,
or by changes ordered in the Work, labor disputes, fire,
unusual delay in transportation, ,ldverse weather condi-
tions not reasonably anticipatable, lIna\.oidable casualties,
any causes beyond the Contractor's control, delay author-
ized by the Owner pending arbitration, or by any olher
cause which the Construction ,\I,wager determines ma\
justify the delay, then the Contract Time shall be ex-
tended by Change Order for such rea~onable time as the
Comtruction .\~anager may determine.
8.3.2 Any claim for extemlon of time shall be made in
writing to the Construction ,\t1n,lger not more than
t\\entv davs after the commenccment of the dela\'; other-
wise ii sh~1I be waived. In the ca~e of .1 continlli~g dela\
only one claim is necessary. The Contr,lctor shall pro\ide
an estimate of the probable clicd of <uch dela\' 011 trf?
progre,' ot the \\'ork.
8.3.3 If no agreement is made stating the dates upon
which interpretations as provided in Subpar"graph 2.3.11
shall be furnished, then no claim for del,l\ shall be
.1IICl\\ed on account of failure to fumi,h 'uch interpret,,-
tion, until ;-ifteen da) ~ atter II fllten rl'quest is made tor
them. and not then unless such cl,lim i' re,lscH1,oble.
8.3.4 This PMagraph 8.3 doe, not cxclude the recO\ en
of damages for delay by either parl\ under oiher pro\;-
sions of the Contract Document<.
ARTICLE 9
PAYMENTS AND COMPLETION
9.1 CO~TRACT SUM
9.1.1 The Contract Sum is ,Iated in the Owner-Contrac-
tor Agreement and, including ,1uthorized adjustment<
thereto. is the total amount p,llable bv the Ol\ner to the
Conlr,lctor tor the performance of the Work under the
Contract Documents.
A201/CM -1980 14
AI~ DOCIAIENT A201:CM' GE'IRAL CO'DIT'O'5 OF THE CC"RACT FOR CO,STRUCTIO,
CO'STRLCTIO' \~A'AGE.\\[,T ED!TiON . jL 'E 1930 EDIT Ie... . AIA@ . @ 1980 . THE
",",[F:IC\'" I'STll,- H OF ,\RCHITECT< 1;35 ...[\\ \0", A\'E. , -\ . WASHINGTON. D.C. COOt)(,
9.2 SCHlDl'LE or VALUES
9.2.1 Before the fir<t Application for Payment. the Con-
tractor shall <ubmil to the Construction "\anager a
schedule of values allocated to the various portions of the
\Vork, prepared in such form and <upported by such data
to <ub<tantiate its accuracv as the Architect and the Con-
<truclion "\"nager may require. This schedule, unless
objected to by the Con<tructlon \1anager or the :\rchitect,
shall be used onlv ,1< a baSIS for the Contractor', r\pplica-
tions for PJyment.
9.3 APPLICATIONS fOR PAYMENT
9.3.1 At lea51 iiiteen dJYs beiore the date for each
progress pa) ment eqablished in the Owner-Contractor
Agreement, the Contractor shalJ submit to the Construc-
tion Manager an itemized ,-\pplication for Payment, notar-
ized if required, supported by such data substantiating
the Contractor's right to payment as the O\\ner, the Ar-
chitect or the Construction Manager may require, and re-
flecting retainage, if any, as pro\ided else\\here in the
Contract Documents. The Con<.truction t'v\anager \\'ill as-
,ernble the Application \\ith similar applications from
other contractors on the Project into a combined Project
Application for Payment ,1nd for\\ard it \\ith recommen-
dations to the Architect \\Ithin seven days,
9.3.2 Unless other\\ise pro\.ided in the Contract Docu-
ments, payments \\ III be made on account of materials or
equipment not incorporated in the \Vork but delivered
and suitably stored at the site and, if approved in advance
by the O\\ner, payments may similarly be made for mate-
rials or equipment suitably stored at some other loca-
tion agreed upon in writing. Payments for m,lterials or
equipment stored on or 011 the site shall be conditioned
upon submission by the Contractor of bills of sale or
such other procedure< satisfactory to the O\\ner to e<tab-
lish the O\\ner's title to <uch materials or equipment or
otherwise protect the Owner's interest, including applica-
ble insurance and transportation 10 the <ite for those
materials and equipment stored of;' the site,
9.3.3 The Contractor \\arrants that title to all \\'ork,
materials and equi\'ment covered by an Application for
Pa\'ment will pass to the Owner either by incorporation
in the construction or upon receipt of payment by the
Contractor, \\hiche\er occurs first, free and clear of all
liens, claims, securit\ interests or cncumbr,lnce<, herein-
alter reierred to in this ,-\rticle 9 as "liens"; and that no
Work, material< or equipment co\'e:ed bv an Application
iCH Pa\ ment \\ ill h::'.e ::cc~ ,1cquired b\ the Contractor
or by any other per'on performing Work at the site or
furnishing materials and equipment for the Project, sub-
ject to an agreement under which an interest therein or
an encumb:;,nce thereon is retained b\ the 'el!er or oth-
erwise imposed bv the Contractor or <uch other per<on.
9.4 CERTIFICATES FOR PA)\\ENT
9.4.1 The Architect will, within seven days after the re-
ceipt of the Project Application for Payment \\ith the rec-
ommendations of the Construction -"anager, reI iew the
Project Application for Pal ment and either iscue a Project
Certificate ior Pal mcnt to the Owner with a copy to the
Construction Manager for distribution to the Contractor
for such amounts as the .-\rchitect determines are prop-
erl\' due, or notify the Construction Manager in writing of
the reasons for withholding a Certificate as provided in
Subparagraph 9,6.1. Such notificatio:-: \'.ill be forwarded
to the Contractor by the Construction \\anaser.
9.4.2 The issuance of a Project Cer:,:'icate for Payment
will constitute a representation by l~,e ,-\rchitect to the
Owner that, based on the Architect's obser.ations at the
site as provided in Subparagraph 2,3A and the data com-
prising the Project Application for Pa\ I;,ent, the Work has
progressed to the point indicated; thai, to the best of the
,-\rchitect's knoll kdge, information ar,s belief, the quality
of the \\lork is in accordance with :~.e Contract Docu-
ments (subject to an e\ "Iuation of the \\'ork for conform-
ance \\ith the Contract Document' upon Substantial
Completion of the Work, to the result, of any subsequent
tests required by or performed under the Contract Docu-
ments, to minor deviations from the Contract Documents
correctable prior to completion, ,lnd to any specific quali-
iications stated in the Certificate); and that the Contrac-
tor is entitled to payment in the amO~jJ11 cctified. How-
ever, by issuing a Project Certificate fer Pa\ment, the Ar-
chitect shall not thereby be deemed to represent that the
Architect has made exhaustive or continuous on-site in-
spections to check the quality or qU,'l1tlt\ of the Work,
has reviewed the construction mea.." methods, tech-
niques, sequences or procedures, or has made any exam-
ination to ascertain how or for \\hal pc-pose the Contrac-
tor has used the monies pre\'iously paid on account of the
Contract Sum.
9.5 PROGRESS PAYMENTS
9.5.1 After the :\rchitect has issued a Project Certificate
for Payment, the O\\ner shall make pa\ment in the man-
ner and\\'ithin the time provided in the Contract Docu-
ments,
9.5.2 The Contractor shall promptl\' ;cay each Subcon-
tractor upon receipt of payment from the O\\ner, out of
the amount paid to the Contractor 011 account oi such
Subcontractor's \\'ork, the amount 10 I'. 'oicr 'aid Subcon-
tractor is entitled, reflecting the perctrlta:::e actuall\' re-
tained, If an)', from payment' :0 the Con'lractor o~ ac-
count of such Subcontractor's \\.ork. T~e Contractor shall,
bv an appropriate agreenlf'nt \\ ith each Subcontractor,
require each Subcontractor to make :'.1\ role;1tS to their
Sub-subcontractors in similar manner,
9.5.3 The Architect ma)', on request :,no at the :\rchi-
tect's discretion, furnish to am Subccntractor. if prac-
ticable, information regarding the pe-cen!ages oi com-
;;;'etlol1 or the ar.~oc:r:t, "c,pl:ed ,'or !y, '-e C:,-:!':,Ccr 2nd
the action taken thereon by the Arch :c.ct on ,]<:count of
\\'ork done by such Subconl raclor.
9.5.4 ~either the O\\ner, the A:chitec: r',Or the Construc-
tion \\anager shall hale any obligation :J pa\ or to "ee to
the payment of any monies 10 any Su::cort:2ctor Except
", ma)' other\\ise be required b\ law,
9.5.5 :'-:0 certificc.tion oi a piOgress p:. mErit, any prog-
ress pal ment, or any partial or entire ..;"e or occupancy
of the Project b\ the Owner, srall co~'litu:e an accept-
ance of any \\'ork not in acco'dance..':r the Contract
Documents,
9.6 PAY.'MNTS \\ITHHELD
9.6.1 The Architect, following con<t:'talion \\'ith the
Construction ,\1anager, ma)' decline to certify payment
15 A201/CM -1980
AlA DOCUM[:\T .1,201 CM . GE."lRAl CO"D:>IO"S OF THE CO."TR~C 'c" CO"c-;;L CTIO'l
co'..;s: "..CTIO" MA'..;\GE,~IE!'-iT [DITIO~ . JC'..;[ 153J [DIT.o:-.: . ,', ',~ . if ~::.J . THE
'\\\lR1C'S 1."STITU1E Of ARCHITECTS, 1:3S ....E\\. YORK ,~VE, "\\'.. \\ ""i",GTO!'-i, D.C ~I)()()(,
, .,. -~' ...) ,., ,-
and may withhold the Certificate in whole or in par: to
the extent necessary to reasonably protee: :he 0\\ ne' if,
In the ArchitE-ct's opinion, the Architect I' unable to ~ 2\.;e
repre,entations to the Owner as prO\lced in Subpe ra-
graph 9.4.2. If the :\rchitect is unable to meke representa-
tions to the Owner as provided in Subparagraph 9A.2,
and to certiiy payment in the amount oi the Project -\p-
plication, the Architect \\ill notify the Construction \'3n-
aser as pro\ided in SubpMagraph 9.4.1. Ii the Contrector
and the Architect cannot agree on a revi<ed amount. :!le
Architect \\ ill promptly issue a Project Certificate ior >"J\.-
ment for the amount for which the Architect is ab:" to
m.,ke such representations to the Owner. The Arcr: :ect
may also decline to certify payment or, because of su:::."e-
quently discovered evidence or subsequent obsef\'atlons,
the Architect may nullify the whole or any part oi any
Project Certificate for Payment previously issued to <uch
extent as may be necessary, in the Architect's opinion. to
protect the Owner from loss because of:
.1 defective V'lork not remedied;
.2 third party claims filed or reasonable evidence in-
dicating probable filing of such claims;
,3 failure of the Contractor to make payments p-op-
erly to Subcontractors, or for labor, materia!:, or
equipment;
.4 reasonable evidence that the Work cannot be com-
plekd for the unpaid balance of the Contract ScJm;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the \\'ork will no: be
completed within 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 Subparagrdph 9.6.1 at.-ove
are removed, payment shall be made for amount" \\ ith-
held becau"e of them.
9.7 FAilURE OF PAYMENT
9.7.1 If the COllStruction Manager should fail to Issue
recommenda tions within seven days of receipt oi the
Contractor's Application for Payment, or if, through no
iault of the Contractor, the Architect does not ::'5ue a
Project Certificate for Payment within seven da\ s dter
the Architect's receipt of the Project Application ior Pay-
ment, or if the Owner does not pay the Contractor \\ :thin
seven days after the date established in the Contract Doc-
~:llents any amount certified b)' the Architect or 2\\2-ded
by arbitration, then the Contractor ma)', L:pon se\en 2ddi-
tional day~' written notice to the Owner, the Archi:ect
and the Construction Manager, stop the Work until ;Jay-
ment of the alllount owing has been received. The Con-
tract Sum shall be increased by the amount oi the Con-
tractor's reasonable costs of shut-down. delay and :'tart-
up, which shall be eHected by appropriate Change Order
in accordance with Paragraph 12.3.
9.8 SUBSTANTIAL COMPLETION
9.8.1 When the Contractor considers that the Work. or a
designated portion thereof which is acceptable te the
Owner, is substantially complete as defined in 5uc;:.ara-
graph 8.1.3, the Contractor shall prepare tor the Cons:ruc-
tion Manager a list of items to be completed or cor-
rected. The failure to include any items on such list does
not alter the re"ponsibility of the Contractor to complete
all \\'ork III accordance With the Contrad Documents.
When the :\rchitect, on the baSIS oi inspection and con-
sultation with the Construction ;\\an,lger, determines that
the Work or designated portion thereof is substantially
complete, the Architect will then prep.ne a Certificate of
Substantial Completion of the Work which shall establish
the Date of Substantial Completion oi the \Vork, shall
sta:e the responsibilities of the 0\\ ner and the Contractor
for security, maintenance, heat. utilities. damage to the
Work and insurance, and shall fix the time within which
the Contractor shall complete the items listed therein.
The Certificate of Substantial Completion of the Work
shall be submitted to the 0" ner and the Contractor for
their written acceptance of the re"ponsibilities assigned to
them in such Certificate.
9.8.2 Upon Substantial Completion of the Work or desig-
nated portion thereof, and upon "pplication by the Con-
tractor and certification by the Architect. the Owner shall
make payment, reflecting adjustment in retainage, if any,
for such Work or portion thereof as pro\ ided in the Con-
tract Documents.
9.8.3 \Vhen the Architect, on the ba<.is of inspections,
determines that the Project or designated portion thereof
is sub~tantially complete, the Architect \\ ill then prepare
a Certificate of Substantial Completion of the Project
which shall e<tablish the Date of Sub<.tanlial Completion
oi the Project and fix the time \\ ithin \\ hich the Contrac-
tor shall complete any uncompleted items on the Certif-
icate of Substantial Completion oi the \>\'ork.
9.8.4 \Varranties required by the Contract Documents
shall commence on the Date oi Substantial Completion of
the Project or designated portion thereof unless other-
wise provided in the Certificate oi Substantial Comple-
tion of the Work or designated portion thereof.
9.9 FINAL COMPLETION A~D flSAl PAY,\\ENT
9.9.1 Follm\ing the Architect's is'lJance oi the Certificate
of Substantial Completion of the \\ ork or designated por-
tion thereof, and the Contractor's completion of the
\\o~k, the Contractor shall iorward to the Construction
.'~2nager a written notice that the Work is ready for final
inspection and acceptance, and ,,~all also forward to the
Construction ,'~anager a final .-'\pplication for Payment.
Upon receipt, the Construction \1anager will make the
necessary evaluations and forward recommendations to
the Architect who will prompth make <uch inspection.
\\'I;en the ,-'\rchitect iinds the \'. ::.rk Jcccpt2ble under
the Contract Documents and t~e Contract fully per-
formed, the Architect will issue" Project Certificate for
Payment which will apprm'e the iinal pJ)ment due the
Contractor. This approval will con:'titute a representation
that, to the best of the Architect':, knowledge, informa-
tion and belief, and on the basi, of obser\'ations and in-
5pections, the \Vork has been cO~lpleted in accordance
with the Terms and Conditions of the Contract Docu-
ments and that the entire balance found to be due the
Contractor, and noted in said Certificate, is due and pay-
able. The Architect's approval oi said Project Certificate
for PaYIllent will constitute a further representation that
the conditions precedent to the Contractor's being en-
titled to final payment as set iorth in Subparagraph 9.9.2
have been fulfilled.
AlA DOCUME."T A2011CM . GlNlRAl CONDITIO'S OF THE CO" '.~.CT FOR CONSTRUCTION
CO,STRUCTION MANAGE.\IENT EDITION . JU,E 1980 ED1110, . AlAi! . @ 1980 . THE
A\\ERICAN "STITUTE OF ARCHITECTS, 1735 NEW )ORK AVE., ,\\ ....ASHI'GTON. D.C :'0006
A201/CM -1980 16
9.9.2 ~eith('r the final pa) ment nor the remaining rE::ain-
.:ge shall become due' until the Contractor submits to the
:\rchitect, through the Construction .\j.1na5er, (1) an ;,ni-
dalit that all payrolls, bills for materials and equip:nent,
and other indebtedness connected with the \\'ork for
I'. hich the Owner or the 01'. ner's propert) might in <my
way be re,ponsd)le, have been paid or o:hem ise satis-
fied, (2) coment of <urety, if any, to final payment. 2nd
'3, if required by the Owner, other data e<tab!lshing pay-
ment or <atisfaction of all <uch obligations, such as re-
ceipts, re!ea,es and waivers of liens arising out of the
Contract, to the extent and in such form as may be de'ig-
n.iled bv the Owner. If any Subcontractor refuses to iur-
ni,h a r~lease or wail.er required by the Owner, the Con-
tractor mal' furnish a bond ,atisfactory to the Owner to
indemnify 'the Owner agaimt any such lien. If any such
lien remains unsatisfied after all payments are made. the
Contractor ,hall refund to the Owner all rT,onies that the
latter may be compelled to pay in discharging such lien,
including all costs and reasonable attorneys' fees.
9.9.3 If, after Substantial Completion of the \Vork, final
completion thereof is materially delayed through no feult
of the Contractor or by the issuance of Change Orders
aHecting final completion, and the Construction Maneger
so confirms, the Owner shall, upon application by the
Contractor and certification by the Architect 2nd without
terminating the Contract, make pa) ment of the balence
due for that portion of the Work fully completed and
accepted If the remaining balance for Work not iully
completed or corrected is Ie,s than the retainage stipu-
lated in the Contract Documents, and if bonds have been
furnished a, provided in Paragraph 7.5, the written con-
<ent of the surety to the payment of the b2lance due ior
that portion of the Work fully completed 2nd accepted
,hall be ,ubmitted by the Contractor to the Con,trucl:on
M.:nager pllor to certification of such payment. Such pay-
ment shall be ~'Jde under the' Term< and Conditions g::w-
eming fin.,1 payments, except that it shall nol constitute a
I\'aiver of cl2ims.
9.9.4 The making of iinal p21 ment shall, a,'ter the Date
of Substantial Completion of the Project, con,titute a
wailer of 211 claims by the Owner except :ho,e ari<ing
from:
.1 un,ellled liens:
.2 faulty or defective \\'ork appearlf1g af~er Substan-
tial Completion of the Work;
.3 failure of the Work to complv with the require-
me-nl, of the Contract Docu:-]jents, 0:
.4 terms of any special ",arranties reqUired by the
Contract Documents.
9.9.5 The acceptance of f1112: palment shall, ,;Iter l'le
D"le of Substantial Completion of the Project. constiLle
a I',aiver of all claims by the Contractor except these
prel iOUS!y made in I\rrting and identified bl the Contr2c-
tor as unsettled at the time of the final Application for
Payment.
9.9.6 All provisions of this .-\greement, Incl'.Jdlng wi:>,-
out limitation those C'<tabli,!',:ng oblii'ations and proce-
dures. shall remain in iull force and C';l'ect notwithstar.d-
ing the making or acceptance of final palment prior to
the Date of Substantial Completion of the Project.
ARTIClE 10
PROTECTION Of PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor shall be responsible for initiating,
maintaining and supervising all safety precautions and
programs in connection with the \\lork.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take all rea<,onable precau-
tions for the safety of, and shall prOl'ide all reasonable
pro~ection 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 10
be incorporated therein, whether in storage on or
off the site, under the care, custody or control of
the Contractor or any of the Contractor's Subcon-
tractors or Sub-subcontractors;
.3 other property at Ihe site or adjacent thereto, in-
cluding trees, shrubs, lawns, walks, pavements,
roadways, structures and utilities not designated
for removal, relocation or replJcement in the
course of construction; and
.4 the work of the Owner or other separate contrac-
tors.
10.2.2 The Contractor shall give all notices and comply
With all applicable laws, ordinances, rules, regulations
and lawful orders of any public authority bearing on the
safety of persons or property or their protection from
damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as re-
quired by existing conditions and the progress of the
Work, all reasonable safeguards for safety and protection,
including posting danger signs and other warnings against
haZ2rds, promulga1ing safety regulations and notifying
owners and users of adjacent utilities.
10.2.4 When the use or storage of explosives or other
haZ2rdous materials or equipment is neceS5ary (or the
execution of the Work, the Contractor shall exercise the
utmost care and shall carryon such activities under the
superyision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy all damage
or loss (other than damage or loss IIlsured under Para-
graph 11.3) to any property referred to in Clauses 102,1.2
and 10.2.1.3 caused in whole or in part by the Contrac-
tor. al1v Subcontractor. any Sub-'ubcoTitractor, anyone di-
rect:1 or Indirectly employed bv any of them, or by any-
one for whose acts any o( them may be liable, and (or
which the Contractor is respon,;ble under Clauses 10.2.1.2
and 10.2.1.3, except damage or loss attributable to the
acts or omissions of the 0" ner, the Archi1ect, the Con-
struction Manager or anyone directly or indrrectly em-
plol ed by an)' of them, or by anyone for whose acts any
of them may be liable, and not altributable to the iault
or negligence of the Contractor. The foregoing obliga-
tions of 1he Contractor are in addition to the Contractor's
obll~2:ions under Paragraph 418.
10.2.6 The Contractor shall designate a responsible
Illember of the Contractor's organization at the site
Ivhose duty shall be the prevention of accidents. This
person shall be the Contractor's superintendent unless
17 A201/CM -- 1980
AlA DOCl ",ENT A201/CM . GE'-:ERM CO'lDITIO'S OF THE CONTRACT FOR CO'STRUC110.'I
CO'51RL C-'O,' \\ANAGE'.'c'T EDITION . )UI'E 1980 EDITION . M,"~ . '1: 1980 . THE
".'ERIC','. "SlITL'TE OF .;;:CHITECTS. 1735 "EI\' YORK AVE '1\'.. \IASH!'Cl0'l. Deem1/,
V/t.G~~I~~G: U:--:l~ct.:r~.'.d ~)!')10,:C':,,").,-,...,t; \/C)~a!~- IS cr.~~'d~h~ !?-".~ ~.\d 1'3 SU~':€'-:t to I'.:-2c' p;osecl.Jtio":
othe:wise desisnated by the Contractor in writing to the
01\ r,er and the Construction \~anager.
10.2.7 The Contra<:lor shall not load or permit any part
of the Work to be loaded so as to endanger its safety.
10.3 EMERGENCIES
10.3.1 In any emergency ailecting the safety of persons
or property the Contractor shall act, at the Contractor's
discretion, to prevent threatened damage, injury or loss.
Any additional compemation or extension of time
claimed by the Contractor on account of emergency
work shall be determined as provided in Article 12 for
Changes in the Work.
ARTICLE 11
INSURANCE
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase and maintain insur-
ance for protection from the claims set forth below which
may arise out of or result from the Contractor's opera-
tions under the Contract, whether such operations be' by
the Contractor or by any Subcontractor, or by anyone di-
rectly or indirectly employed by any of them, or by any-
one for whose acts any of them may be liable:
.1 claims under workers' or workmen's compensa-
tion, disability beneiit and other similar employee
benefit acts;
.2 claims for damages because of bodily injury, occu-
pational sickness or disease, or death of the Con-
tractor's employees;
.3 claims for damages because of bodily injury, sick-
ness or disease, or death of any person other than
the Contractor's employees;
.4 claims for damages insured by usual personal in-
jury liability coverage which are sustained (1) by
any person as a result of an offense directly or
indirectly related to the employment of such per-
son by the Contractor, or (2) by any other person;
.5 claims for damages, other than to the \"fork itself,
because of injury to or destruction of tangible
property. including loss of use resulting therefrom;
and
.6 claims for damages because of bodil~' injury or
death of any person or property damage arising
out oi the 0,\ ;;crsh,p. maintenance or u,e of an~
motor I'ehicle.
11.1.2 The insurance required by Subparagraph 11.1.1
shall be written for not less than any limits oi liability
specified in the Contract Documents or required by law,
whichel'er is greater.
11.1.3 The insurance required by Subparagraph 11.1.1
shal! include contractual liability imurance applicable to
the Contractor's obligations under Paragraph 4.18.
11.1.4 Certificates oi Imurance acceptable to the Owner
shall be submitted to the Comtruction Manager for trans-
mittal to the Owner prior to commencement of the VVork.
These Certificates shall contain a provision that coverages
ahorded under the policies will not be canceled until at
least thirty days' prior wri::en notice has been given to
the Owner.
11.2 OWN[R'S LIABILITY INSURANCE
11.2.1 The O\\ner shall be re,-ponsible ior purchasing
and maintaining Owner's liabili1\ in<urJnce and, at the
Owner's option, may purchase and maintain insurance
for protection against claims 1\ hich may arise' from
operations under the Contract.
11.3 PROPERTY INSURANCE
11.3.1 Unless otherwise provided, the 01\ ner shall pur-
chase and maintain property insurance upon the entire
Work at the site to the full insurable \alue thereof. This
insurance shall include the interests oi the Owner, the
Construction Manager, the Contractor, Subcontractors
and Sub. subcontractors in the Work, and shall insure
against the perils of fire and extended co\erage and shall
include "all risk" insurance for physical loss or damage
including, without duplication of coverage, theft, van-
dalism and malicious mischief. If the Owner docs not
intend to purchase such insurance for the full insurable
value of the entire \\lork, the Owner shall inform the
Contractor in writing prior to commencement of the
Work. The Contractor may then eiiect insurance which
will protect the interests of the Contractor, the Contrac-
tor's Subcontractors and the Sub-subcontractors jn the
Work, and by appropriate Change Order the cost thereof
shall be charged to the Owner. If the Contractor is dam-
aged by failure of the Owner to purcha<e or maintain
such insurance and to so notify the Contractor, then the
Owner shall bear all reasonable costs properly attributa-
ble thereto. If not covered under the all risk insurance
or otherwise provided in the Contract Documents. the
Contractor shall effect and maintain similar property in-
surance on portions of the \Vork stored oii the site or in
transit when such portions of the \\'ork are to be in-
cluded in an AppliC,ltion for Payment under Subpara-
graph 9.3.2.
11.3.2 The Owner shall purchase and maintain such
boiler and machinery insurance as may be required by
the Contract Documents or by I,:\\,. This insurance shall
include the interests oi the Owner, the Con<truction \~an-
ager. the Contractor. Subcontractor< ,lnd Sub-subcontrac-
tors in the \\'ork.
11.3.3 Any lo"s insured under Subpar,lgraph 11.3.1 is to
be adjusted I\ith the Owner and made payable to the
0\\ ner as trustee for the insureds. as their interests may
appear, subject to the requirements oi any applicable
mortgagee clause and oi Subpa:Jgraph 1 i 38. The Con-
tractor shall pa~ each Subcontractor a jU,t "hare oi any
insurance monies receil'ed by the Contractor, and by ap-
propriate agreement, \Ifitten \\ here legally required for
validity, shall require each Subcontractor to make pay-
ments to their Sub-<ubcontractors in similar manner.
11.3.4 The Owner shall iile a copy oi all policies with
the Contractor before an exposure to loss mal' occur.
11.3.5 Ii the Contractor request< in writing that insur-
ance for risks other than those described in Subpara-
graphs 11.3.1 and 11.3.2, or other special hanrds, be
included in the property insurance policy, the Ol\ner
shall. if pOSSible, include such insurance. and the cost
thereoi shall be charged to the Contractor by appropriate
Change Order.
AlA DOCUMENT A201/CM . GE~ER~l CO!\DITIO!\S Of THE CO"TRACT fOR CO-":STRL'CTIO!\
CO'STRUCTrON ,\1A~AGE~\E!\T EDITION . JU!\E 1980 EDITIO~ . AIA~ . (f) 1930 . THE
^\',ERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE . " W , WASHI-":GTO!\. D.C. :'0006
A201/CM - 1980 18
11.3.6 The Ol\ner and the Cuntraclor waive all rights
,:pinq (1) each other and the Subcontractors, Sub-sub-
C(l:lt~actors, agents and employees of each other, and (2)
thE: .-\rchitect, the Construction Manager and ,eparate con-
tractors, if any, and their subcontractors, sub-subcontrac-
tors, agents and employees, for damages caused by fire or
other perils to the extent co\ ered bv imu'ance obtained
rur,uant to this Paragraph 11.3 or any other property in-
<urance applicable to the Work, except ouch rights as
the\ may have to the proceeds of such insurance held
b\ the Owner as trustee. The foregoing I\ailer afforded
the .-\rchltect, the Construction Iv\anager. their agents and
c:mployees shall not extend to the liability imposed by
Subp3fagraph -1.18.3. The Owner or the Contractor, as
appropriate, shall require of the Architect. the Construc-
tIOn Manager, separate contractors, Subcontractors and
Sub-subcontractors by appropriate agreements, written
\\hc:re legally required for validity, similar waivers each
111 falor of all other parties enumerated in this Sub-
paragraph 11.3.6.
11.3.7 If required in writing by any party in interest, the
Owner as trustee shall, upon the occurrence of an in-
<ured loss, gil'e bond for the proper performance of the
Owner's duties. The Owner shall deposit in a separate
account any money so receil'ed, and shall distribute it in
accordance with such agreement as the parties in interest
mal' reach, or in accordance with an award bv arbitration
in ~\hich case the procedure shall be as provided in Para-
s'aph /.9. If after such loss no other special agreement
is made, replacement of damaged Work shall be covered
bl. an appropriate Change Order.
11.3.8 The Owner, as trustee, shall hal'e power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object, in \\ riting \\ithin five days
aiter the occurrence of loss, to the Ol\ner's exercise of
this power, and if such objection be made, arbitrators
<hal: be chmen as provided in Paragraph /,9. The Ol\ner
a, trustee shall, in that ca,e, make settlement with the
Insurers in accordance with the directions of such arbi-
trators. If distribution of the insurance proceeds by arbi-
tration is required, the Mbitrator, \\ill direct such dis-
tribution.
11.3,9 If the Owner finds it necessary to occupy or use
a portion or portions of the Work prior to Sub,tantial
Completion thereof, such occupancv ,hall not commence
prior to a lime mutually agreed to by the 0\\ ner and the
Contractor and to I\nich the imu;2,f1ce comp,lnv or com-
1'_,'1:es pro\ id."g the !)ropertv in<'~'"nce I-,JV(' consented
b\ endorsement to tne policy or pollcie- This insurance
<!'-,all not be canceled or laD'-ed on "CCOllnt of such partial
~ccupancy. Coment of th~ Contractor and of the insur-
a:lce compan\ or companies to "uch occupancy or use
<hall not be unrcasonablv 1\ ithheld
1104 LOSS OF USE I~SURA"CE
11.4.1 The Owner, at the Ol\ne(s option, may purchase
and maintain insurance for protection against loss of use
oi lhe Owner's property due to fire or other hazards,
however caused. The Ol\ner 11'01:1 es all rights of action
2c.Jinst the Contractor for loss of use of the Owner's
p~opcrty, including consequential 1055e, due to fire or
other hazards however caused, to the e'\:ent covered by
imurance under this Paragraph 11.4.
ARTICLE 12
CHASGES IN THE WORK
12.1 CHA"GE ORDERS
12.1.1 ;\ Chanfc Order IS a written urder to the Con-
tractor <ignr:d to -'101\ the recommendation oi the Con-
~tructlon "anag",' the approval of the I\rchitect and the
authoriL.1tlon at ;-e Owner, Issued after execution oi the
Contract, aUlhor,z,ng a change in the Work or an adJust-
ment in the Co~:ract Sum or the Contract Time. The
Contract Sum 2'd the Contract Time may be changed
only by Change Order, A Ch"nge Order Signed by the
Contractor rnd,L:es the Contr,:ctor's agreement there-
I\ith, including :',e adjustment in the Contract Sum or
the Contract Tjn~e.
12.1.2 The 01\ ~er, without invalidating the Contracl,
may order change, in the \^lork within the general scope
of the Contract consisting of additions, deletions or other
rel'ision<, the Co~tract Sum and the Contract Time being
adjusted accordingly. All such changes in the Work shall
be authorized b\ Change Order, and shall be performed
under the applic2ble conditions of the Contract Docu-
ments.
12.1.3 The cos: or credit to the Owner re~ulting from a
change in the \\ ark shall be determined in one or more
of the following.\ays:
.1 by mutu2: acceptance of a lump sum properly
itemized 2"1d supported by sufficient subslanli.,ting
data to pe'mit evaluation;
.2 by unit p'ces ~tated in the Contract Documents or
~ub5equently agreed upon;
.3 b\' cost te ':Je determined in a manner agreed upon
by the p2':ies and a mutually acceptable fi\ed c
percenta!;t fee; or
.4 by the method provided in Subparagraph 12.1.4.
12.1.4 Ii none oi the methods set forth in Cle.uses
12,13.1,12.13.2 or 12.1.3,3 is agreed upon, the Contrac-
tor, prOl ided a 1\ rillen order signed by the 01\ ner i- re-
ceived, shall promptly proceed with the VVork il1loh ed.
The cost of suc;., Work shall then be determined bl the
Architect, after consultation with the Construction \\an-
ager, on the b2-;S of the reasonable expenditures and
sal ings of thost "erforming the Work attributable to the
change, includ:'.~ in the case of an increase in the Con-
tract Sum, a r'::2,onable allowance for OIerhead and
profit. In such c-e, and also under Clauses 12.1.3.3 and
12.1.3.4 "bOIl' '-e Contractor shall keep and preser:t. in
such iorm as t-,:- 01\ ner, the ,\rchltect or the Construc-
tion Manager ~:;-. prescribe, an itemized accounting to-
gether I\ith ap~':priate supporting d.lta for inclusion in
a Change Orde' L'nless other\\'i'e provided in the Con-
tract Document> cost shall be limited to the follol'. ing:
cost of material- il1c!uding sales tax and cost of deli-.erv;
co>l of labor. ;~c!uding social <ecurity, old age c:~d
unemplO\ment j--urance, and fringe benefits required bv
agreement or c~-tom; workers' or workmen's compensa-
lion in<urJnce bond premiums; rental I'Jlue of equip-
ment and macf:,:lery; and the additional costs of super-
vision cmd field o1'ilce personnel directly attributab:c to
the change, Pe,ding final determination of cost to the
O\\'ner, paymer:t, on account shall be made on the Ar-
chitect's JpprolaJ of a Project Certificate for Payment.
19 A201/CM -1980
ArA DOCUME~T A201/CM' GE'LRAL CC'JITIO",s Of THE CO"TRACT FOR CO"STRLC,IO
CO:-':S1RUCTIO:-': MA~AG[MP';T [DITIO' . jlJ!'E 1980 EDITION . AlA"" . c: 1960 . THE
,-\'.',ERICA"-' r"-'STITUTE or ARCHil ECT, - -,- "[II. )ORK AVE.. ",.\\'.. 1\ ASI-i!':C10"" 0 ( '00116
':/~,RN'~~G: IJr;;i:-~'i~f(~~ pr:'f0copying viol~tes Ij,S. C(\'.'yright Ir:w.'s 2r)d is E.L":~-?c-t to If."gal prcsecution.
The ac:-,ount of credit to be allowed by the Conlrcctor to
the O"ner for any deletion or change which re<ults in a
net decrease in the Contract Sum will be the amount of
the actual net cost as confirmed by the Architect alter
consu:tation with the Construction Manager. When both
additions and credits covering related Work or substitu-
tions 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,
12.1.5 If unit prices are stated in the Contract Docu-
ments or subsequently agreed upon, and if the quantities
originally contemplated are so changed in a propo<ed
ChanRe Order that application of the agreed unit pflces
to the~ quantities of Work proposed will cause substantial
inequity to the Owner or the Contractor, the applicable
unit prices shall be equitably adjusted.
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 physical
conditions below the surface of the ground or should
concealed or unknown conditions in .an existing struc-
ture of an unusual nature, differing materially from those
ordinarily encountered and generally recognized as in-
herent in work of the character provided for in this Con-
tract, be encountered, the Contract Sum shall be equita-
bly ad;usted by Change Order upon claim by either party
made within twenty days after the first observance of the
conditions.
12.3 ClAIMS FOR ADDITIONAL COST
12.3.1 If the Contractor wishes to make a claim for an
increase in the Contract Sum, the Contractor shall give
the Architect and the Comtruction Manager writ1en no-
tice thereof within twenty days after the occurrence of
the elent giving rise to such claim. This notice shall be
given Sy the Contractor before proceeding to execute the
\\'ork. except in an emergency endangeflng life or prop-
erty in which case the Contractor shall proceed In ac-
cordance with Paragraph 10.3. No such claim shall be
valid unless so made. Ii the Owner and the Contractor
cannot agree on the amount of the adjustment in. the
Contract Sum, it shall be determined by the Architect
after consultation with Ihe Construction Manager. Any
chan~e in the Contract Sum resulting from such claim
'na!' ':f authorized by Change Order.
12.3.2 If the Contractor claims that additional cost is in-
volveo because of, but not limited to, (1) anv written in-
terpretation pursuant to Subparagraph 2.311,12) ,lny or-
der bl the Owner to stop the VVork pur<uant to Para-
graph 3.3 where the Contractor was not at fault. or any
;uch o:der by the Construction Manager as the 01\ ner's
agent i3) any written order for a minor change in the
\\'ork issued pursuant to Paragraph 12.4, or (4) failure of
payment by the Owner pursuant to Paragraph 9.7, the
Cont'2(10r shall make such claim as prm'ided in Sub-
para~-2ph 12.3.1.
12.4 MINOR CHANGES IN THE WORK
12.4.1 The Architect will have authority to order minor
chanses in the Work not involving an adjustment in the
Contract Sum or extension of the Contract Time and not
Inconsistent with the intent of the Contract Documents.
Such changes shall be effected by written order issued
through the Construction Manager, and shall be binding
on the Owner and the Contractor. The Contractor shall
carry out such written orders promptly.
ARTICLE 13
--
UNCOVERING AND CORRECTION OF WORK
13.1 UNCOVERING Of WORK
13.1.1 If any portion of the Work should be covered
contrary to the request of the Architect or the Construc-
tion Manager, or to requirements specifically expressed in
the Contract Documents, it must, if required in writing by
either, be uncovered for their observation and shall be
replaced at the Contractor's expense.
13.1.2 If any other portion of the Work has been cov-
ered which the Architect or the Construction Manager
has not specifically requested to observe prior to its being
covered, either may request to see such Work and it shall
be uncovered by the Contractor. If such Work be found
in accordance with the Contract Documents, the cost of
uncovering and replacement shall, by appropriate Change
Order, be charged to the Owner. If such Work be found
not in accordance with the Contract Documents, the
Contractor shall pay such costs unless it be found that
this condition was caused by the Owner or a separate
contractor as provided in Article 6, in which event the
Owner shall be responsible for the payment of such costs.
13.2 CORRECTION Of WORK
13,2.1 The Contractor shall promptly correct all Work
rejected by the Architect or the Construction .\Ianager as
defective or as failing to conform to the Contract Docu-
ments whether observed before or after Substantial Com-
pletion of the Project and whether or not fabricated. in-
,tailed or completed. The Contractor shall bear all costs
of correcting such rejected Work, including compensa-
tion for the Architect's and the Construction .\Ianager's
additional services made necessary thereby.
13.2.2 If, within one \ear after the Date of Substantial
Completion of the Project or designated portion thereof,
or within one year after acceptance by the Owner of
designated equipment, or within such longer period of
time as may be prescribed by law or bv the terms of any
applicable special warranty required by the> Contract Docu.
ments, any of the \Vork is found to be defective or n01 in
accordance with the CCJlltract DCJcumcnts. the Contractor
shall correct it promptl\' after receipt of a \\ ritten notice
from the Owner to do so unles< the Owner has previ-
ously glH'n the Contractor a 1\ rlllen acceptaflce of such
condition. This obligaticn shall <urvive both fi"al pa\r;;ent
for the \Vork or desigr"cted porlon thcreof and termina-
tion of the Contract. F:e 01\ ner shall give such notice
prompt Iv "iter dt:-cO\cl\ of the condition.
13.2.3 The Contractor shall remove from the ~ite all
portions of the Work l\f,ich are defecti\c or nonconform-
ing Jnd which !,,,ve not been corrl?cted under Subp2ra-
gr"phs 4.5.1, 13.2.1 ,-,nd 13.2.2, unless remm21 is \v2iled
by the Owner.
13.2.4 If the Contractor fails to correct defeche or non-
conforming Work as vovided in Subparagraphs 4.5.1,
AlA DOCUMENT A201/CM . GE-":ER~l CO.'-:01110-":S Of THE CO'-:iR~CT fOR CO"STRUCTIO"
CO"5',~CTION \\AI'o:AGEMENT EDITION. JUNE 1980 ED1110" . AlA'" . (f) 1980 . THE
\'\lR<\' I'-'STllllTE Of ARCHITECT~. 1;33 NE\\ lOR, .\\'E. " \\ \\ \SHI'-GTO'-', DC COOOr.
I;,.'
A201/CM - 1980 20
13.2.1 and 13.2.2, the Owner may correct it in accordance
with Paragraph 3.4.
13.2.5 If the Contractor does not proceed with the cor-
rection of such defective or nonconforming Work within
a reasonable time fixed by written notice from the Archi-
tect issued through the Construction Manager, the Owner
may remo\'e it and may store the materials or equipment
at the expense of the Contractor. If the Contractor does
not pay the cost of such removal and storage within ten
days thereafter, the Owner may, upon ten additional
days' written notice, sell such Work at auclion or at pri-
vate sale and shall account for the net proceeds thereof,
after deducting all the costs that should have been borne
by the Contractor, including compensation for the Archi-
tect's and the Construction Manager's additional services
made necessary thereby. If such proceeds of sale do not
cover all costs which the Contractor should have borne,
the difference shall be charged to the Contractor and an
appropriate Change Order shall be issued. If the payments
then or thereafter due the Contractor are not sufficient to
cover such amount, the Contractor shall pay the differ-
ence to the Owner.
13.2.6 The Contractor shall bear the cost of making
good all work of the Owner or separate contractors de-
stroyed or damaged by such correction or removal.
13.2.7 Nothing contained in this Paragraph 13,2 shall be
construed to establish a period of limitation with respect
to any other obligation which the Contractor might have
under the Contract Documents, including Paragraph 4.5
hereof. The establishment of the time periods noted in
Subpa ragraph 13.2.2, or such longer period of time as
may be prescribed by law or by the terms of any warranty
required by the Contract Documents, relates only to the
specific obligation of the Contractor to correct the Work,
and has no relationship to the time within which the
Contractor's obligation to comply with the Contract Doc-
uments may be sought to be enforced, nor to the time
within which proceedings may be commenced to estab-
lish the Contractor's liability with respect to the Contrac-
tor's obligations other than specifically to correct the
Work.
13.3 ACClPT ANCE OF DEFECTIVE OR
I'ONCONFORMING WORK
13.3.1 If the Owner prefers to accept defecti\'e or non-
conforming Work, the Owner may do so instead oj requir-
ing its removal and correction, in which case a Change
Order will be issued to reflect a leduction in the Contract
Sum \\here appropriate and equilable. Such adju..tment
shall be effected whether or not final pa' ment has been
made.
ARTICLE 14
TERMINATION OF THE CONTRACT
14.1
14.1.1
under
TERMINATION BY THE COI'TRACTOR
If the \Vork is stopped for a period of thirty days
an order of any court or other public authority
having jurisdiction, or as a result of an act of government
such as a declaration of a national emergency making
materials unavailable, through no act or fault of the Con-
tractor or a Subcontractor or their agents or employees or
any other persons performing any of the Work under a
contract with the Contractor, or if the Work should be
~topped for a period of thirty days by the Contractor be-
cause of the Construction Manager's failure to recom-
mend or the Architect's failure to issue a Project Certifi-
cate for Payment as provided in Paragraph 9.7 or because
the Owner has not made payment thereon as provided in
Pa ragraph 9.7, then the Contractor may, upon seven addi-
tional days' written notice to the Owner, the Architect
and the Construction Manager, terminate the Contract and
recover from the Owner payment for all Work executed
and for any proven loss sustained upon any materials,
equipment, tools, construction equipment and machinery,
including reasonable profit and damages.
14.2 TERMINATION BY THE OWNER
14.2.1 If the Contractor is adjudged a bankrupt, or
makes a general assignment for the benefit of creditors,
or if a receiver is appointed on account of the Contrac-
tor's insolvency, or if the Contractor persistently or re-
peatedly refuses or fails, except in cases for which exten-
sion of time is provided, to supply enough properly
skilled workers or proper materials, or fails to make
prompt payment to Subcontractors or for materials or
labor, or persistently disregards laws, ordinances, rules,
regulations or orders of any public authority having juris-
tion, or otherwise is guilty of a substantial violation of a
pro\'ision of the Contract Documents, and fails within
seven days after receipt of written notice to commence
and continue correction of such default, neglect or viola-
tion with diligence and promptness, the Owner, upon
certification by the Architect after consultation with the
COll5truction l'v~anager that sufficient cause exists to justify
,uch action, ma~', after ,even days following receipt by
the Contractor of an additional written notice and with-
out prejudice to any other remedy the 0\\ ner may have,
terminate the employment of the Contractor and take
possession of the site and of all materials, equipment,
tools, construction equipment and machinery thereon
owned by the Contractor and may finish the Work by
whatever methods the Owner may deem expedient. In
-uch case the Contractor shall not be entitled to receive
..ny further payment until the Work is finished.
14.2.2 If the unpaid balance of the Contract Sum ex-
ceeds the costs of fini-hing the Work, including compen-
sation for the Architect's and the Construction ,\\anager's
"dd i tion,11 se rvices made necessa rv the rebv. such excess
,hall be paid to the Contractor. Ii such costs exceed the
unpaid balance, the Contractor ,hall pay the difference
to the O\\ner. The amount to be paid to the Contractor
or 10 the 0\\ ner, as the case mav be. sh,,11 be certified by
the Architect, upon application, in the manner provided
in Paragraph 9.4, and this obligation for pa\'ment shall
-uf\i,.e the termination of the Contract.
21 A201/CM -1980
>'LA DOCU.'IEr<;T A"OLCM . cr:-..ER>.L cO:-:OITIO'S OF THE CO'TR,>'CT FOR CO.sS1RLCTIO:-:
CO,STRL'CTIO' ",.A'!'GE.\\E~T tOITIO' . !L'E 1980 EDiTlO' . AlA!; . (i) 1980 . THE
.'\\ERIC"'S ISSTITL a or ,\RCHIHC1S. 1;35 SE\\ )'OR, AVE., S\\. , WASHISCTO'. DL 20006
SECTION 00805
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:
IIIn case of discrepancy or disagreement in the contract
documents, specifications, and/or drawings, the ORDER OF
PRECEDENCE shall be:
Contract Agreement
The addenda as issued
The Supplementary General Conditions
General Conditions
The General Requirements
The Technical Specifications
The Drawings (Large scale detail drawings take
precedence over smaller scale general drawings).
Note: Do not rely on scaled dimensions on drawings,
and any discrepancies found shall be brought to the
attention of the A/E through the CM.
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 1
4. Add new subparagraph 1.2.5 as follows:
"Where on any of the drawings a portion of the Work is drawn
out and the remainder is indicated in outline, the parts
drawn out shall also apply to all other like portions of the
Work."
5. Add new subparagraph 1.3.2 as follows:
"Unless otherwise provided in the Contract Documents, the
Trade Contractor will be furnished, free of charge, all
copies of Drawings and Specifications reasonably necessary
for the execution of the Work."
ARTICLE 2
1. Subparagraph 2.2.1 - after the word "representative", add:
liThe Construction Manager is not the General Contractor and,
unless otherwise expressly provided in the Contract
Documents, does not assume 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:
lilt is the intent of the Contract Documents to allow the
Construction Manager to schedule the performance of all Work
and the contractors are expected to follow all such schedule
direction. Should a contractor, either in person or through
his subcontractor, supplier, or vendor, fail to maintain
progress according to the Project Schedule and approved
Contractor's Schedule, or cause delay to another Contractor:
he shall furnish additional labor and/or services such as
overtime as may be necessary to bring his operations up to
sc::hedule. 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 "promptnessll, add
lIconsistent with the constraints of the project schedule so
as to cause no delay."
01/06/92 SUPPLEl1ENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 2
6. 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.
ARTICLE 3
1. Subparagraph 3.3.1 - delete from the last sentence the
phrase, "..., except to the extent required by Subparagraph
6.1.3"
2. Subparagraph 3.4.1 - substitute three (3) days notice in
each case for the seven (7) day notices stipulated. Add at
end of subparagraph the following: "In the event of clean-
up issues, Owner has right to provide a minimum of 24 hours
notice. In the event of safety issues determined to be of a
serious nature, as determined by the CM, notice will given,
and contractor is required to rectify deficiency
immediately."
3. Subparagraph 3.2.1 - delete in its entirety.
ARTICLE 4
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 will remove and/or replace the employee at the
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 3
request of the Construction Manager. Employees dismissed
from the project will be transported from the jobsite at the
Contractor's expense.1I
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.1I
4. Add new subparagraph 4.4.5 as follows:
"The Trade Contractor shall be responsible for complete,
timely and accurate field measurements as necessary for
proper coordination, fabrication and installation of his
materials and equipment. The Trade Contractor agrees to
cooperate with the Construction Manager, if required, to
accommodate any discovered variations or deviations from the
Drawings and Specifications so that the progress of the Work
is not adversely affected."
5. Subparagraph 4.9.1 - add the following sentence:
"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.1I
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'lI
7. Add new subparagraph 4.10.2:
"The Construction Manager will conduct a vJeekly 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
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 4
submit data on substitute materials through the Construction
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 consent
of the Architect/Engineer shall also be required. The Trade
Contractor shall not unreasonably withhold from the
Construction Manager or any separate contractor his consent
to cutting or otherwise altering the Work."
11. Add new subparagraph 4.14.3:
"The Trade Contractor shall arrange for any blockouts,
cutouts, or opening required for the installation of his
materials and equipment and the execution of his work,
whether or not shown or indicated on the Drawings. The
Trade Contractor shall be further responsible for sealing
and/or finishing, in an acceptable fashion and meeting any
applicable code requirements, any such blockout, cutout
opening, or other hole in any fire-rated floor, ceiling,
wall, security wall, or any other finished surface".
12. Subparagraph 4.15.1 - at end of paragraph, add:
"Clean up shall be performed to the satisfaction of the
Owner or Construction Manager."
13. Add new subparagraph 4.16.2:
"The Trade Contractor shall promptly return telephone calls
or respond to any other form of communication initiated by
the Construction Manager. Failure to promptly do so shall
be considered a lack of performance on the part of the Trade
Contractor, and may be considered grounds for replacement of
site personnel."
14. Add new Subparagraph 4.16.3:
"All written correspondence to the Construction Manager
shall be serialized, dated, and signed by an authorized
representative of the Trade Contractor. The correspondence
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 5
15. Subparagraph 4.2.1 - at the end of the paragraph, add the
follo'v.'ing:
liThe Owner and the Architect have acknowledged that
nothing in the Architect's engagement implies any
undertaking by the Architect for the benefit of or
which may be enforced by the Contractor, its
subcontractors, or the surety of any of them; it being
understood that the Architect's obligations are to the
Owner and that, in performing such obligations, the
Architect may increase the burdens and expenses of the
Contractor, its subcontractors, or the surety of any of
them. Neither the Contractor, any Subcontractor, nor
the surety of any of them shall bring any civil suit or
other legal action against the Architect arising out of
or in connection with the Project."
03/02/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 6)
00805 -5a
16. Subparagraph 4.18.1 - delete from the 10th line, the phrase,
"... (other than the Work itself). ..11
At the end of the paragraph add the following paragraph:
liThe first ten dollars ($10) of remuneration paid to the
CONTRACTOR is for the indemnification provided for above."
04/16/92
SUPPLEMENTARY GENERAL cONDITIONS(ADD. 10) 00805 -5B
shall be directed to:
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."
Each trade contractor shall be required to check his
designated mailbox regularly. This mailbox will be made
available, and located by the Construction Manager.
ARTICLE 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 6
1. Subparagraph 6.1.1 - delete the last sentence.
2. Subparagraph 6.1.3 - delete in its entirety, and insert the
following:
"It shall be the responsibility of each contractor to
coordinate his work with the work of other contractors
on the site. The Owner, A/E and Construction Manager
shall be held harmless of any and all costs associated
with improper coordination."
3. Subparagraph 6.2.5 - sixth line, after the word "initiates,"
delete the words lIan arbitration proceedingll and substitute
lIa claim;" tenth line, delete the words "at the Owner's
expense, and"; thirteenth line, after the words "and court
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 6
or,ll delete the word "arbitrationll and substitute llclaim.ll
4. Add new subparagraph 6.2.6:
llShould the Contractor contend that he is entitled to
an extension of time for completion of any portion or
portions of the work, he shall, within (72) hours of
the occurrence of the cause of the delay, notify the
Construction Manager in writing, of his contention:
setting forth (A) The cause for the delay, (B) A
description of the portion or portions of work affected
thereby, and (C) all details pertinent thereto. A
subsequent written application for the specific number
of days of extension of time requested shall be made by
the Contractor to the Construction Manager within (72)
hours after the delay has ceased to exist.
It is a condition precedent to the consideration or
prosecution of any claim for an extension of time that
the foregoing provisions be strictly adhered to in each
instance and, if the Contractor fails to comply, he
shall be deemed to have waived the claim.
The Contractor agrees that whether or not any delay,
regardless of cause, shall be the basis for an
extension of time he shall have no claim against the
Owner, A/E or Construction Manager for an increase in
the contract price, nor a claim against the Owner, A/E
or Construction Manager for a payment or allowance of
any kind for damage, loss or expense resulting from
delays: Nor shall the Contractor have any claim for
damage, loss or expense resulting from interruptions
to, or suspension of, his work to enable other
contractors to perform their work. The only remedy
available to the Contractor shall be an extension of
time."
ARTICLE 7
1. Subparagraph 7.1.1 - delete in its entirety and insert the
following:
liThe contract shall be governed by the laws of the state of
Florida. Venue for any claims or disputes arising under
this contract shall be in the Circuit Court of the 16th
Judicial Circuit of the State of Florida.1I
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 7
2. Subparagraph 7.2.1 - delete in its entirety and insert the
following:
liThe Owner or Construction Manager (as the case may be) and
the Trade Contractor each binds himself, his partners,
successors, assigns, and legal representatives of such other
party in respect to all covenants, agreements, and
obligations contained in the Contract Documents. Neither
party to the Contract shall assign the Contract or sublet it
as a whole without the written consent of the other."
3. Add new Subparagraph 7.2.2:
liThe Trade Contractor shall not assign any monies due or to
become due under this Contract without prior written consent
of the Owner or Construction Manager."
4. Subparagraph 7.8.1 - delete in its entirety.
5. Paragraph 7.9 'Arbitration' and all associated subparagraphs
7.9.1, 7.9.2, & 7.9.3 - delete in their entirety.
ARTICLE 8
1. Subparagraph 8.3.1 - delete in its entirety and insert the
following:
"If the Trade Contractor is delayed, at any time, in the
progress of the Work, by any act or neglect of the Owner,
Construction Manager, or the Architect/Engineer, or by any
employee of either, or by any separate contractor employed
by the Owner, or by changes ordered in the Work, or by fire,
unusual delay in transportation, adverse weather conditions
not reasonably anticipatable, unavoidable casualties or any
causes beyond the Trade Contractor's control, or by delay
authorized by the Owner, Construction Manager, or by any
other cause which the Construction Manager determines may
justify the delay, then the Contract Time shall be extended
by no cost Change Order for such reasonable time as the
Construction Manager may determine, in accordance with
subparagraph 6.2.6.11
2. Subparagraph 8.3.2 - replace the remainder of the Paragraph
after the word "waivedll in line 4 with the following:
IIAny claim for extension of time shall state the cause of
the delay and the number of days of extension requested. If
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 8
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."
ARTICLE 9
1. Subparagraph 9.3.3 - add at line 14 after the word "person":
"All Trade Subcontractors and Trade Subsubcontractors shall
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
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 9
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 quantities have been determined by the
Construction Manager to be a part of the final quantity for
the item of work in question.
No progress payment shall bind the Owner to the acceptance
of any materials or work in place, as to quality or
quantity. All progress payments are subject to correction
at the time of final payments.
3. Add new subparagraph 9.5.6:
"All material and work covered by partial payments made
shall thereupon become the sole property of the Owner, 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. II
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
Trade Contractor shall pay for all transportation and
utility services not later than the end of the calendar
month following that in which services are rendered and for
all materials, tools, and other expendable equipment which
are delivered at the site of the Project. The Trade
Contractor shall pay, to each of his Trade Subcontractors,
not later than the end of the calendar month in which each
payment is made to the Trade Contractor, the representative
amount allowed the Trade Contractor on account of the work
performed by his Trade Subcontractor interest therein. The
Trade Contractor shall, by an appropriate agreement with
each Trade Subcontractor, also require each Trade
Subcontractor to make payments to his suppliers and Trade
Subsubcontractors in a similar manner."
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 10
5. Subparagraph 9.6.1 - delete in its entirety and insert the
following:
"The Construction Manager/Architect may decline to approve
an Application for Payment if, in his opinion, the
application is not adequately supported. If the Trade
Contractor and Construction Manager cannot agree on a
revised amount, the Construction Manager shall process the
Application for the amount he deems appropriate. The
Construction Manager may also decline to approve any
Applications for Payment or, because of subsequently
discovered evidence or subsequent inspections, he may
nullify, in whole or part, any approval previously made to
such extent as may be necessary in his opinion because of:
(1) defective work not remedied; (2) third party claims
filed or reasonable evidence indicating probable filing of
such claims; (3) 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 project; (6)
reasonable evidence that the Work will not be completed
within the contract time; (7) persistent failure to carry
out the Work in accordance with the Contract Documents.
9.6.1.1 No payment shall be made to the Trade
Contractor until certificates of insurance or other
evidence of compliance by the Trade Contractor, within
all the requirements of Article 12, have been filed
with the Owner and Construction Manager. Further, no
payments on the basis of work performed by a Trade
Subcontractor shall be paid until copies of all bonds
required by Paragraph 7.5 and any certificates of
insurance required of the Trade Subcontractors under
Article 12 have been filed with the Owner."
6. Subparagraph 9.7 - delete in its entirety.
ARTICLE 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.
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 11
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 liability covering this
contract.
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.
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 except the Workers compensation and
Employers Liability Insurance policy, are required in the
name of Monroe County Board of County Commissioners and
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 12
Morrison-Knudsen/Gerrits as Additional 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 ~ithout 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.
The Certificate Holder on all insurance policies is required
to be as follows:
Monroe County Board of County Commissioners, or Monroe
County,
c/o Morrison-Knudsen/Gerrits
P.O. Box 5283
Key West, FL 33040
2. Subparagraph 11.3.7 - second sentence, delete the phrase,
II..., or in accordance with an award by arbitration in which
case the procedure shall be as provided in Paragraph 7.9"
3. Subparagraph 11.3.8 - first sentence, delete the phrase,
II.. . arbitrators shall be chosen as provided in Paragraph
7.911
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (~~D. 2)
00805 - 13
4. Subparagraph 11.3.1 - delete in its entirety, and insert the
fOllc-..Jing:
" Throughout the term of the CONTRACT, the miNER sha 11
purchase and maintain property insurance on the
completed value of the permanent facility only. The
completed value is defined as all material, labor,
supplies, and equipment intended to be incorporated in
and to become a permanent part of the completed
facility. Such insurance shall include perils of fire,
lightning, and extended perils. The facility as
defined for 11.3.1 includes structures as defined in
the contract drawings and specifications.
Notwithstanding any provisions contained in this
paragraph, the CONTRACTOR shall be responsible for the
first $10,000 on any loss governed by this section.
The CONTRACTOR understands that the OWNER'S property
insurance policy contains certain exclusions which are
available upon request from the CONSTRUCTION l-1ANAGER."
04/16/92
SUPPLEMENTARY GENERAL cONDITIONS(ADD. 10) 00805 -13A
ARTICLE 12
1. Subparagraph 12.1.3 - under item .1, add the following at
the end of the sentence, " as set forth in subparagraph
12.1.6"
2. Subparagraph 12.1.4 - replace the remainder of the
paragraph, after the v.'Ord "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 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."
3. Add new subparagraph 12.1.6:
"The actual cost of changes in the Work may include all
items of labor or material, power tools, and equipment
actually used, utilities, pro rata charges for foreman, and
all payroll charges such as Public Liability and Workman's
Compensation Insurance. No percentage for overhead and
profit shall be allowed on items of Social Security and
Sales Tax. If deductions are ordered, the credit shall be
the net cost. Items considered as overhead shall include
insurance other than that mentioned above, bond or bonds,
superintendent, timekeeper, clerks, watchmen, use of small
tools, incidental job costs, and general office expenses.
The actual cost of Changes in the Work (other than those
covered by unit prices set forth in the Contract Documents)
shall be computed as follows:
12.1.6.1 If the Trade Contractor performs the actual
Work, the percentage mark-up for overhead and profit
shall be a maximun 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%).
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 14
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.
4. 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."
5. 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. If
the Contractor considers that the changed work involves
extra costs, the costs shall be accounted for, and presented
in accordance with subparagraph 12.1.3. All claims shall be
submitted to the Owner through the Construction Manager. II
6. Subparagraph 12.3.2 - change the word 'agent' in the 7th
line, to 'representative'. Also, delete item (4).
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 15
7. Add new subparagraph 12.3.3:
"Unless otherwise agreed in writing, the Contractor
shall carryon the Work and maintain its progress
during any dispute or claim proceeding, and Owner shall
continue to make payments to the Contractor in
accordance with the Contract Documents. Disputes
unresolved shall be settled in accordance with
subparagraph 7.1.1."
ARTICLE 14
1. Subparagraph 14.1.1 - starting at the 8th line, delete the
phrase, "..., or if the Work should be stopped for a period
of thirty days by the CONTRACTOR because of the CONSTRUCTION
MANAGER's failure to recommend or the ARCHITECT's failure to
issue a Project Certificate for Payment as provided in
Paragraph 9.7 or because the OWNER has not made payment
thereon as provided in Paragraph 9.7"
2. Subparagraph 14.2.1 - change the words 'seven days' in the
13th and 18th line, to '72 hours'.
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 16
SECTION 00970
PROJECT SAFETY AND HEALTH PLAN
1.1
REGULATIONS AND POLICIES
1.1.1
1.2
1.2.1
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 health
policies as described herein.
PROJECT SAFETY AND HEALTH REQUIREMENTS
It is recognized that it is good business and evidence
of competent leadership to prevent the occurrence of
incidents that lead to occupational injuries or
illnesses. Safety and health requirements on this
project include, but are not limited to, the following:
.1 In general, this accident prevention policy is
based on a sincere desire to eliminate personal
injuries, occupational illnesses, and equipment
and property damage; and to protect the general
public exposed to or associated with the work.
.2 The importance of the safety of all workers on the
project shall be recognized and accident
prevention shall be an integral part of all
operations.
.3 Each Trade Contractor and Trade Subcontractor
shall conduct work in a safe and practical manner
in conformance with the OSHA Safety and Health
Regulations and the latest edition of the Manual
of Accident Prevention, Associated General
Contractors of America.
.4 Each Trade Contractor and Trade Subcontractor
shall observe all applicable Federal, State, local
and project laws and regulations pertaining to
safety and health, pollution control, water
supply, fire protection, sanitation facilities,
waste disposal 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.
11/21/91
00970 - 1
PROJECT SAFETY AND HEALTH PLAN
.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
facilities, 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 1:00pm for a joint site
clean-up effort not to exceed a duration of three
hours.
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.
.10 This project shall be a Hard Hat job and all
supervisors, employees and visitors shall be
required to wear a suitable hard hat while on the
project site.
.11 other appropriate personal protective equipment
shall be provided and worn as required including
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 2
but not limited to long pants, shirts with sleeves
and appropriate leather work boots.
.12 Temporary construction aids such as ladders,
scaffolds, stairs, railings, etc. shall be
provided to facilitate access or working
conditions in a manner that shall conform to the
safety standards specified by Federal, state,
Local or manufacturer's 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 withholding 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
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 3
1.3
1.3.1
1.4
1. 4.1
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 for approval. The analysis will
address the hazards for each activity to be
performed in that phase and will present the
procedures and safeguards necessary to eliminate
the hazards or reduce the risk to an acceptable
level. A phase is defined as an operation
involving a type of work presenting hazards not
experienced in previous operations or where a new
subcontractor or work crew is to perform work.
The analysis will be discussed by the contractor
and Morrison-Knudsen/Gerrits on-site
representatives at the Preparatory Inspection
Meeting. Work will not proceed on that phase
until the Activity Hazard Analysis (phase plan)
has been accepted by Morrison-Knudsen/Gerrits.
.18 No personal radios or stereos will be allowed on
the job-site.
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
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 4
1.5
1. 5.1
1. 5.2
1. 5.3
prescribed by the National Electric Code, National
Electric Safety Code, H30, and Safety Rules for
Installation and Maintenance of Electrical Supply and
Communication Lines Hand Book 81, Occupational safety
and Health Act of 1970, as well as other safety codes
in effect at the site of construction and as specified
elsewhere herein, or as are generally applicable to the
type of work being performed; and (d) to continuously
supervise and inspect the work being performed to
assure that the requirements of (a), (b), and (c) above
are complied with and nothing in these Contract
Documents shall be held to mean that any such
responsibility is the obligation of the Owner or the
Architect or the Construction Manager.
BARRICADES, WARNING DEVICES AND LIGHTING
The Trade Contractor shall be solely responsible for
providing temporary ladders, guard rails, warning
signs, barricades, night guard lights, and deck or
floor closures required in connection with his work to
comply with Federal, State and local safety
requirements. The Trade Contractor shall be solely and
exclusively responsible for the design, construction,
inspection and maintenance of such facilities at all
times.
It shall be the responsibility of the Trade Contractor
to provide additional temporary lighting, if needed to
maintain safe conditions.
It shall be the sole and exclusive responsibility of
the Trade Contractor to provide a safe place to work
for all laborers and mechanics and other persons
employed on or in connection with the project, and
nothing in these Contract Documents shall be construed
to give any of such responsibility to the Owner, the
Architect, or the Construction Manager.
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 5
SECTION 00980
CONTRACTOR QUALITY CONTROL PLAN
1.1
1.1.1
1.2
1.2.1
1.2.2
1.2.3
1. 2.4
MORRISON-KNUDSEN/GERRITS' DUTIES AND RESPONSIBILITIES
The Morrison-Knudsen/Gerrits' superintendent will
monitor all work performed by the Trade Contractor and
assist the Trade Contractor with his 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 Quality Control Representative
will coordinate the submittal of all shop drawings,
product data and samples to Morrison-Knudsen/Gerrits.
Any submittal that is a variance to the contract
requirements must be identified as such and transmitted
to the Construction Manager for submittal and approval
by the Architect/Engineer or Owner. No work requiring
submittal of a shop drawing, product data or sample
shall commence until the submittal has been reviewed
and approved by the Architect/Engineer.
The Trade Contractor will bear the responsibility of
notifying the designated material-testing laboratory,
whether Monroe County or Contractor is required 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. Any costs caused by untimely
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
00980 - 1
1. 2.5
1. 2.6
1.3
1. 3.1
notification shall be borne by the Contractor.
The Trade Contractor's Quality Control Representative
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/Gerrits utilizes a multi-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:
(a) Approval of shop drawings and submittals.
00980 - 2
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD.-3+
(b) Approval of inspection and test reports of
materials and equipment to be utilized.
(c) Completion of previous operations of
preliminary work.
(d) Availability of materials and equipment
required.
(e) Potential utility outages.
(f) Any other preparatory steps dependent upon
the particular operation.
(g) Quality standards.
(h) Safety or environmental precautions to be
observed. (Phase Hazard)
Note:
Morrison-Knudsen/Gerrits will record the minutes
to this inspection meeting and distribute
accordingly.
.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-
Knudsen/Gerrits Superintendent and the Architect's
representative if he so desires to attend and
check the following items at a minimum for
conformance:
(a) Workmanship to established quality standards.
(b) Configuration to contract drawings and
specifications.
(c) Construction methods, equipment and tools
utilized.
(d) Materials and articles utilized.
(e) Adequacy of testing methods.
(f) Adequacy of shop drawings.
(g) Adequacy of safety or environmental
precautions.
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
00980 - 3
Note:
. 3
Note:
Note:
Morrison-Knudsen/Gerrits will record the minutes
to this inspection meeting and distribute
accordingly.
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 is
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
could elevate costs. Sign-off sheets shall be
used for, but not be limited to, concrete,
drywall, ceilings, painting, roofing substrates
and flooring. These reports are to be generated
by the applicable Trade Contractor and submitted
to Morrison-Knudsen/Gerrits' superintendent for
approval prior to the start-up of work.
Failure 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.
. 4
Completion Inspections - Upon completion of a
given feature of the work, the Trade Contractor's
Quality Control Representative will meet with
Morrison-Knudsen/Gerrits' Superintendent, 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.
The Trade Contractor shall conduct and report
00980 - 4
11/21/91 CONTRACTOR QUALITY CONTROL PLAN +ADD. 3)
1.3.1.5
1.3.1.6
1.3.2
1.3.3
corrections of this inspection which shall be a
required submittal.
Follow-On Inspections - Upon execution of the
contractor's completion inspection in elements of the
work which result in concealment; such as, ceiling and
drywall installations, MK/G shall schedule and conduct
multi-trade or singular inspections prior to covering
installation.
Note:
MK/G will record the minutes to this
inspection meeting.
Pre-Final Inspection - Upon substantial completion of
the project work MK/G shall coordinate and conduct a
universal inspection of all areas and elements of the
work. The Architect/Engineer may be represented if he
so desires. This inspection shall be completed at
least (15) days prior to the final substantial
completion inspection which shall be conducted by the
A/E. All deficiencies and incomplete work should be
completed prior to the final substantial completion
inspection.
OPERATION AND CHECK OUT TESTING
The Trade Contractor will provide personnel and
equipment to perform the operational tests and checkout
of the equipment, facilities or equipment constructed,
fabricated or installed under this Trade Contract.
Morrison-Knudsen/Gerrits' Superintendent will
coordinate and witness all such tests. Notification
should be given at least ten (10) days in advance of
the scheduled tests.
FINAL INSPECTION and issuance of the A/E CERTIFICATE OF
SUBSTANTIAL COMPLETION
Morrison-Knudsen/Gerrits' Superintendent will
coordinate and attend all final inspections of the work
by the Architect/Engineer. Prior to requesting a final
inspection, all tests for the equipment and systems
must be completed.
Upon completion of the A/E's inspection, the A/E will
publish outstanding items and issue a Project
Certificate of Substantial Completion, which will
define the date of 'Turn-Over' to the Owner the care,
11/21/91 CONTRACTOR QUALITY CONTROL PLAN {ADD. 3)
00980 - 5
control and custody. Reference section 00800,
Substantial Completion.
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 Quality
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
performed by the Trade Contractor's designated Quality
Control Representative. It shall include any of the
steps of inspection that are performed that day, all
test monitoring and any rework of nonconforming items.
The daily Quality Control Report section of the Daily
Superintendent's Report will be routinely used for
daily reporting requirements. When the magnitude or
complexity necessitates such, a more separate and
comprehensive form will be used. Reference
Contractor's Daily Report, and as needed Contractor
Daily Quality Control Report, section 01385.
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 project Manager for his information and/or
action. It should also be included in the Trade
Contractor's Daily Quality Report package for general
review.
-
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
00980 - 6
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
Project Manager. These sign-offs will be included with
a corresponding corrective action taken. Significant
nonconformances need to be addressed to prevent
recurrence. The signed-off report will also be
submitted for review.
Work activities affected by a Nonconformance Report
will proportionally counteraffect payments. Whether
that be partial or full retainage will be left up to
the discretion of Morrison-Knudsen/Gerrits' management
team.
1.5
NOT USED
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.
11/21/91 CONTRACTOR QUALITY CONTROL PLAN ~
00980 - 7
SECTION 00800
SUBSTANTIAL COMPLETION AND OWNER ACCEPTANCE
Bid Group 2, and Bid Group 3 Contractors shall turn over care,
custody and control of their work to the Owner as defined in the
issuance of the A/E's Certificate of Substantial Completion of the
Project. All contracts in these bid groups shall exchange as a
group and in unison, possession, maintenance and security
responsibilities with the Monroe County Officials. Any portion of
the work which is in non-conformance with the contract documents or
elements which prevent the Owner's use of the facilities for its
intended use shall be excluded from acceptance. The contractor
shall be responsible for all work performed, equipment, and
materials furnished to, or by the contractor under this contract
until the contractors work is completed and has been accepted by
the Owner as stated in the certificate of Substantial Completion.
In the event of loss, damage or destruction of such work,
equipment, or materials, the contractor at his sole expense shall
promptly repair, restore, or replace such, to the conditions
required by the contract documents.
All warranties and guarantees shall commence as stated on the A/E's
certificate of Substantial Completion.
Substantial Completion Certificates for portions of the project or
portions of the work may be used to reduce retention. This partial
certification shall only be used for the purpose of reducing
retention. The implementation and amounts of reduction shall be at
the Owner's sole discretion.
In the event of discrepancy or disagreement in the contract
documents, specifications, and/or drawings, this section will take
precedence over the Supplementary General Conditions, General
Conditions, General Requirements, technical specifications and
drawings.
11/20/91
OWNER ACCEPTANCE
00800 - 1
SECTION 01027
APPLICATION FOR 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
authorized officer.
by
notarized
signature
of
c. List each authorized change Order on the form, including
change order number, date and dollar amount.
D. Prepare Application for Final Payment as specif ied 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.
C. Payment Period: Submit once per month, during the last
OS/20/91
APPLICATION FOR PAYMENT
01027 - 1
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
SECTION 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. Conditions 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/Gerr its 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:
1. Detailed description of the change, products and
04/30/91
CHANGE ORDER PROCEDURES
01028 - 1
location of the change in the Project.
2. supplementary or revised Drawings and
specifications.
3. The projected time span for making the change, and
a specific statement as to whether overtime work
is, or is not, authorized.
4. A specific period of time during which the
requested price will be considered valid.
5. Such request is for information only, and is not an
instruction to execute the changes, nor to stop the
Work in progress.
B. The contractor may initiate changes by submitting a
written notice to the Construction Manager containing:
1. Description of the proposed changes.
2. Statement of the reason for making the changes.
3. statement of the effect on the Contract Sum and the
Contract Time.
4. Statement of the effect on the Work of separate
contractors.
5. Documentation supporting change in the Contract Sum
or the Contract Time, as appropriate.
1..4 CONSTRUCTION CHANGE DIRECTIVE
A. In lieu of Proposal Request, a Construction Change
Directive may be issued for Contractor to proceed with a
change for subsequent inclusion in a Change Order.
B. The Construction Change Directive will describe changes
in the Work, both additions and deletions, with
attachments of revised Contract Documents to def ine
details of the change, 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
author ization 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
Contract Sum and in the Contract Time.
01028 - 2
04/30/91
CHANGE ORDER PROCEDURES
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 . Credit for the work deleted from the Contract,
similarly documented.
6. Overhead and profit.
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%).
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
done on a tirne-and-material/force account basis,
documentation as required for a lump-sum proposal,
additional information:
work
with
plus
04/30/91
CHANGE ORDER PROCEDURES
01028 - 3
1. Name of the Owner's author i zed agent who ordered
the work, and date of the order.
2. Dates and times the work was performed, and by
whom.
3. Time record, summary of hours worked, and hourly
rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of
use.
b. Products used, listing of quantities.
c. subcontracts.
5. signature of Construction Manager's Superintendent,
concurring with quantities.
1..6 PREPARATION OF CHANGE ORDERS
A. The Construction Manager will prepare each Change Order.
B. Change Order form: AIA Document G701/CM.
C. Change Order will describe changes in the Work, both
additions and deletions, with attachments of revised
Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment
in the Contract Sum and in the Contract Time.
1..7 LUMP-SUM/FIXED PRICE CHANGE ORDERS
A. Content of Change Orders will be based on either:
1. The Proposal Request and the Contractor's
responsive Proposal as mutually agreed between the
Owner and the Contractor.
2. The Contractor's Proposal for a change, as
recommended by the Architect or Construction
Manager.
B. The Owner, Construction Manager and the Architect will
sign and date the Change Order as authorization for the
Contractor to proceed with the changes.
c. The Contractor may sign and date the Change Order to
indicate agreement with the terms therein.
1..8 u~IT PRICE CHANGE ORDER
J.. .
The
1.
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
2 .
04/30/91
CHANGE ORDER PROCEDURES
01028 - 4
Manager.
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 record each change as a separate item of the
Work, and to record the adjusted Contract Sum prior to
submission of Application for Payment.
B. Revise the Construction Schedule to reflect each change
in the Contract Time prior to monthly submissions.
Revise subschedules to show changes for other items of
work affected by the changes.
C. Upon completion of the Work under a Change Order, enter
pertinent changes in Record Documents.
04/30/91
CHANGE ORDER PROCEDURES
01028 - 5
pART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
****************
END OF SECTION 01028
04/30/91
CHANGE ORDER PROCEDURES
01028 - 6
SECURITY PROJECT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes
1. Electronic automated computerized security
management system.
2. Provide a complete enclosed raceway system for all
wiring for security devices and controls in
compliance with NEC, NFPA-70 1990 and in accordance
with 16050 and 16111.
3. Drawings for this 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, cabinet sizes, sleeves,
pull and junction boxes may not be shown. Include
such items where required by code, other sections,
and for proper installation of the work.
4. Equipment specifications may not deal individually
with every part, control, or device which may be
required to produce the equipment warranties.
5. Coordinate with other trades in submittal of shop
drawings. Shop drawings shall detail space
conditions to the satisfaction of concerned trades
and is subject to final review by the Architect.
If installation of equipment, raceways, cable trays
or conduit is performed prior to coordination with
other trades and interferes with work of other
trades, make necessary changes to correct the
condition at no additional cost to the Owner.
6. Provide required integration of components to
create an operational computerized security
management system providing control and monitoring
from a touchscreen CRT.
1.2 TESTS
A. Notify Architect and Owner's representative in writing,
1~ days in advance of testing to prevent delays in
construction schedules.
B. Test systems and place in proper and specified working
order prior to demonstration of the systems.
C. Test system grounds to demonstrate that the ground
resistance does not exceed the requirements of the
transient voltage surge suppression (TVSS) or the
National Electric Codes (NEC).
D. Perform tests required by authorities having juriSdiction
11/18/91
SECURITY PROJECT PROCEDURES
01130-1
over the site.
E. Testing shall be in the presence of the Owner's
designated representatives, Contractor and Architect.
1.3 DEMONSTRATION
A. pr ior to acceptance of the work, the Security System
Installer shall demonstrate to the Owner, designated
representatives, Contractor and Architect, the features
and functions of the system, and all subsystems and shall
instruct the Owner in the proper operation and event
sequences of the system.
B. Demonstrate each system and subsystem. The demonstration
is to consist of not less than the following:
1. Designate actual location of each component of a
system or subsystem and demonstrate its function
and its relationship to other components within the
system.
2. Demonstrate the systems and subsystems operations
by actual "START-STOP/ON-OFF" cycling showing how
to work controls, reset devices, replace fuses and
conduct emergency operating/operations procedures.
3. Demonstrate communication, signaling and security
equipment/devices by actual operation of such
devices.
c. Demonstration of systems are to include, but not be
limited to the following:
1. UPS Power and Distribution System
2. Touchscreen CRT Operations
3. Alarm Detection and signalling Equipment
4. Door Control/Monitoring System
5. Access Control System
6. situation Alarms (Hardwire)
7. Man-Down Alarms (Wireless)
8. CCTV System
9. Intercom Systems
10. Telephone Systems (Inmate/Attorney/Visitor)
11. Lighting Control
12. Fire Alarm Interface
13. Cable Supervision System (Random Points to be
Selected by Architect)
D. Security System Installer/Integrator shall furnish the
necessary trained personnel to perform the demonstration
and instructions and shall arrange to have the
manufacturer's representatives present to assist with the
demonstrations. The security System Installer shall
allow a minimum of one week for performing the prescribed
demonstrations.
E. Security systems Installer/Integrator shall arrange with
the Owner the date and times for performing the
demonstration. The Owner will select date and time for
11/18/91
SECURITY PROJECT PROCEDURES
01130-2
demonstration.
F. Comply with requirements of section 01670 SYSTEMS
DEMONSTRATIONS.
1. Security System Installer/Integrator shall video
tape in high speed, high quality, VHS format the
demonstration of systems listed.
1.4 QUALIFICATIONS
A. Manufacturer Qualifications: Company specializing in
electronic automated computerized security management
systems of the same type, scope, operation and magnitude
for a minimum of five years. Documented experience shall
include the following:
1. List at least 10 facilities of equal size and
technical requirements utilizing the equipment
submitted.
2. For each facility, list:
a. Name and location of facility
b. Date of occupancy by Owner
c. Owner's representative to contact and
telephone number
d. Construction Manager and/or General Contractor
e. Architect
B. Use the products of a single manufacturer for similar
type equipment, i.e., motion detectors, magnetic
contacts.
C. Use products made by companies regularly engaged in the
manufacture of the type equipment specified.
1.5 IDENTIFICATION
A. Identify control and sub-control, motor and equipment
controls, remote relay cabinets, address panels, system
interface cabinets, and similar equipment with 1/2" red
lettering or as specified for individual piece of
equipment.
B. Identify pull and junction boxes in service areas,
tunnels, above accessible ceilings, and in accessible
chases with 1/2" red letter ing indicating the circuit and
system. Example: Security Alarms "SY", Fire Alarms
"FA", circuit Number "SY-126".
C. Engraved laminated plastic tags may be used for
identification in lieu of painted lettering.
D. Provide typewritten circuit directories installed in 3
ring binders with transparent page protectors in each
control and sub-control cabinet.
1.6 RECORD DOCUMENTS
A. Provide complete schematic drawings depicting location of
interface, number of conductors, types of connectors,
circuit requirements, and type of enclosure.
11/18/91
SECURITY PROJECT PROCEDURES
01130-3
1.7 PROTECTION OF EQUIPMENT
A. Protect materials stored on the job site. Protect
materials during construction and after installation.
B. Provide and apply protective material immediately upon
receiving the products and maintain throughout the
construction process.
C. Keep products clean and dry or by elevating equipment
above ground and floor.
D. Take precautions to protect apparatus and materials from
damage. Failure to protect materials constitutes
sufficient cause for rejection of the apparatus or
mater ial.
E. Protect equipment and factory finish from damage during
construction operations and until final acceptance.
Restore finishes that become stained, scratched, or
damaged.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
********************
END OF SECTION 01130
11/18/91
SECURITY PROJECT PROCEDURES
01130-4
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.
a. To participants in the meeting.
b. To parties affected by decisions made at the
meeting.
c. Furnish three copies of minutes to the
Architect.
B.
Representatives of the Contractors,
suppliers attending meetings shall
authorized to act on behalf of
represents.
subcontractors and
be qualified and
the entity each
c. The Architect and the Owner's Representative may attend
meetings to ascertain that the Work lS expedited
consistent with the Contract Documents and construction
schedules.
1..3 PRE-CONSTRUCTION MEETING
A. Location: A central site designated by the Construction
Manager.
B. Attendance:
1. The Owner's Representative.
11/21/91
PROJECT MEETINGS
01200 - 1
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.
c. 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 IDeetings:
Manager.
Office of the Construction
C. Attendance:
1. The Architect and his professional consultants as
needed.
2. Contractors as appropriate to the agenda.
3. suppliers as appropriate to the agenda.
4. others.
D. suggested Agenda:
11/21/91
PROJECT MEETINGS
01200 - 2
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.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01200
11/21/91
PROJECT MEETINGS
01200 - 3
SECTION 01301
SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Submit to the Construction Manager, shop drawings,
product data, certifications and samples required
by the technical sections.
2. Prepare and submit 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 TRANSMITTAL FORM
A. Attached, and made a part of this section 01301, is a
copy of the submittal Transmittal Form, which shall be
filled out by the contractor and submitted with each and
every submittal. Follow the instruction sheet, also
attached, for directions on this procedure. It is
essential that the submittal Transmittal Forms are filled
out in their entirety for the system to function
properly.
B. Transmittal Form, originals for contractors use, will be
supplied by the Construction Manager, and is a 6-part
form.
1.3 SUBMITTAL SCHEDULE
A. The Contractor shall submit within seven (7) days of
award of the Contract a preliminary "Submittal Schedule"
to the Construction Manager for review, modification and
response. No payment applications will be processed
prior to finalizing the submittal schedule. The
"Submittal Schedule" shall contain the following
information:
1. Specification section number and name.
2. Specification section paragraph identification
which describes submittal requirement.
3. Submittal information required, (i.e., sample, test
data, shop drawing, etc.).
08/20/91
SUBMITTALS (ADD.l)
01301 - 1
B. The Contractor shall also supply the following dates in
order to meet the project schedule.
2.
Date submittal is scheduled to be submitted and
received by the construction Manager.
Date contractor has scheduled to order material or
equipment or the submittal item.
Date contractor has scheduled delivery to job-site
equipment or the submittal item.
Add any remarks or unique items that the eM or A/E
should be aware of.
1.
3.
of material or
4.
C. The contractor shall allow a minimum of (2) weeks for
review of submittal by A/E (in calendar days) .
D. The submittal master record will then be used to track
submittals within the process.
1.4 SHOP DRAWINGS
A. Submi t legible shop drawings in the form of posi ti ve
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. Provide shop drawings as complete submittals (no partial
sets) on original drawings or information prepared solely
by the fabricator or supplier. Deviation from complete
submittals will only be allowed by pre-arranged method.
c. Do not reproduce the contract Drawings for shop drawing
submittals.
D. Sheet sizes shall not exceed the size of the Contract
Drawings.
E. Each sepia print shall have blank spaces large enough to
accept 4" x 4" review stamps of the Architect and the
Contractor.
F.
Each
1.
2.
3 .
sepia print shall carry the following
Project name and contract number.
Date.
Names of:
a. The Architect
b. The Construction Manager
c. The contractor
d. supplier
e. Manufacturer
information:
08/20/91
SUBMITTALS (ADD.l)
01301 - 2
4. Identification of product or material.
5. Relation to adjacent structure or materials.
6. Field dimensions, clearly stated as such.
7. Specification Section number.
8. Applicable standards such as ASTM or Federal
Specification.
9. Identification of deviations from Contract
Documents.
10. Reference to construction drawings by drawing
number and/or detain number.
G. Submit sepia prints without folds either as flat sheets
if size permits, or rolled in tubes.
H. The contractor shall submit (2) reproducibles and (4)
blueline or blackline sets to the CM. The CM will return
(1) reproducible to the contractor after review/return
from the A/E.
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 seven 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 deleted and/or modified will be returned
without review to the Contractor for resubmittal.
D. The contractor shall submit at a minimum, (1) original
and (6) copies to the CM. The CM will return (2) copies
to the contractor after review/return by the A/E.
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.
08/20/91
SUBMITTALS (ADD.1)
01301 - 3
C.
The contractor shall submit (3)
(1) will be returned to
review/return from the A/E.
samples to the CM, and
the contractor after
1.7 CERTIFICATIONS
A. Provide 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.
c. The contractor shall submit (1) original and (6) copies
to the CM. The CM will return (2) sets to the contractor
after review/return from the A/E.
1.8 THE CONTRACTOR'S RESPONSIBILITIES
A. Before making submittals to the Construction Manager,
review each submi tta l, make changes or notations as
necessary to conform to the Contract Documents, identify
such review with review stamp and forward reviewed
submittal with corr~ents 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 Neasurements and product catalog numbers or
similar data.
D.
Clearly identify en the
Construction Manager
submittals from the
Documents.
submittal and transmittal to the
in writing of deviations in
requirements of the Contract
E. After the Construct ion Manager's and the Architect's
review, distribute copies with one copy to be maintained
at the project site for reference use and other copies
distributed to suppliers and fabricators.
SuBMITTALS (ADD.1)
01301 - 4
08/20/91
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 Architect
gives written acceptance of specific deviations.
1.9 THE CONSTRUCTION MANAGER'S RESPONSIBILITIES
A. 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.
B. 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 including other copies distributed to suppliers
and fabricators. The Contractor shall supply copies of
reviewed submittals to the Construction Manager in
sufficient quantity to allow proper coordination of the
Contract.
1.10 THE ARCHITECT'S RESPONSIBILITIES
A. The Architect will review submittals with reasonable
promptness, checking only for conformance with the design
compliance of the Project and compliance with information
given in the Contract Documents.
B. 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.
****************
END OF SECTION 01301
08/20/91
SUBMITTALS (ADD.1)
01301 - 5
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SECTION 01310
PROGRESS SCHEDULES
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.
Scale and spacing:
revisions.
to provide space for notations and
D. 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
of construction.
OS/20/91
PROGRESS SCHEDULES
01310 - 1
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 delivery dates for the Owner furnished products.
J. Coordinate content with Schedule of Values specified in
section 01370.
1..4 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date of submittal,
and projected completion date of each activity.
B. Identify activities modified since previous submittal,
major changes in scope, and other identifiable changes.
1. Major changes 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.
01310 - 2
OS/20/91
PROGRESS SCHEDULES
1..5 SUBMITTALS
A. Submit initial schedules within (3) days after award of
Contract.
1. The Construction Manager will review schedules and
return review copy within ten (10) days after
receipt.
2. If required, re-submit within seven (7) days after
return of review copy.
3. Submit revised Progress Schedules with each
Application for Payment.
1..6 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor,
in writing, any problems anticipated by the projections
shown in the schedules.
Note: It is not incumbent upon the Construction Manager
to notify the Trade Contractor when to begin, to
cease, or to resume work nor to give early notice
of faulty or defective work, nor in any way to
superintend so as to relieve the Trade Contractor
of responsibility or of any consequence of neglect
or carelessness.
**************
END OF SECTION 01310
OS/20/91
PROGRESS SCHEDULES
01310 - 3
SECTION 01370
SCHEDULE OF VALUES
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Schedule of Values allocated to the various
portions of the Work, submitted wi thin three (3)
days after award of the Contract.
2. Upon request of the Construction Manager, support
the values with data which will substantiate their
correctness.
3. The Schedule of Values, unless objected to by the
Construction Manager, forms the basis for the
Contractor's Applications for Payment.
1..2 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Type schedule on AlA G703 Form; the Contractor's standard
forms and automated printout will be considered by the
Construction Manager upon the Contractor's request.
Identify schedule with:
1. Title of Project and location.
2. The Architect and Construction Manager.
3. Name and Address of the Contractor.
4. Contract designation.
5. Date of submission.
B. List the installed value of the component parts of the
Work (broken down into labor and material and physical
location) in sufficient detail to serve as a basis for
computing values for progress payments during
construction.
C. Follow the Specif ications as the format for lis-:ing
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
4. Clean-up.
5. Submittals.
6. safety.
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. Submit 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 subschedule 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 unloaded at the
Site, with taxes paid.
2. Installation costs, including the Contractor's
cverhead 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.
04/30/91
SCHEDULE OF VALUES
01370 - 2
B. Resubmit revised schedule in same manner.
*************
END OF SECTION 1370
04/30/91
SCHEDULE OF VALUES
01370 - 3
SECTION 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." 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.
11/21/91
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
Construct-ion Manager's photocopying facilities are not to
be used in the reproduction for submission of the
reports.
B. Submit Daily Reports no later than 9:00am the day
following the day of the work described in that
particular report. No exceptions to this rule will be
accepted. Should contractor fail to comply with these
instructions, the contractor's payment application for
the following month will be held in abeyance until such
time the contractor properly submits the delinquent
reports.
*************
END OF SECTION 1385
11/21/91
DAILY CONSTRUCTION REPORTS
01385 - 2
-
l\10NROE COUNTY CAPITAL IJ\lPROVEJ\IENT PROJECTS
CONTRACTOR'S DAII.lY REPORT
PROJECT: DATE: SHEET OF
~~~~~~.....~~ __..o.~_~.~~df~ML.-~~ - -
CONTRACrOR: CONTRACNO.:
_~='!=~2<_""'~-- ~,....?~ ~'7.J!e.,.lt:,-:..~..j,;._ .l.--~',_.J -----~
\1AJOR SHIP\.IENTS RECEIVED TODAY MAJOR EQUIPMENT USED
- - ~ -s.~~:';~J~:"~--V- J_~r,~- -
NUMBER OF PERSONNEL O~SITE LIST SUBCOl\'TRACTORS O~SITE
OFC C C C C C C SC SC
T
0
T
A
L
;-'"-;' - - - .--~- - .-:-~-:"ir~~.~.:a,i:;_~~:'h1!f.87~:::e5!I':; .
DEFICIENCiES ~OTED/CORRECTED; I;-';SPECTIONS \1:\DE; TESTS COt\DUCTED:
QC REPRESE;-';TATIVE:
SAFETY VIOLA TJONS t\OTED/CORRECTED:
FULL DESCRIPTIOl'\ OF WORK PERFOR\~ED BY AREA; INCLUDE ANY PROBLB1S:
-------------~
---_.
-.---.----.
-~--~-_. --
-
SITE ::;EPRESENTATIVE:
u -
ATTAZ:H-::'o.u-SliEETlFi'l:.TDED"
2?'D SHEET
=
CO~TRACTOR'S DAILY REPORT SHEET OF
- -
_~~~~.~'JI:I. 'f7.So..,AL r~~..........P.~..l:i '"' b1 'Ff31'~"'".t!UIJ~~--
PROJECT: ------- WORK DAY:
CONTRACT NO.: DATE:
_ .~-~-::'!"J"..____ -H~~,~~~..!tlSTE-G' ~7~..... .
DESCR1PT1ON OF \\ORK PERFORMED - Liq 3e1i\'itie~ ,13r1ed, ~cli\"ilje, completed, delays, rc.a~ons for delays, ;,nd
rc;"ons for possible fulure delays.
- -' ~'''l)~:l~~~
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SECTION 01395
DOCUMENT CLARIFIC~TION REQUESTS (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, or clarifications are
necessary.
2. utilization of DCR form.
B. Related Sections:
1. General Conditions Article 2.3
2. General Conditions Article 8.3.2
3. General Conditions Article 12.3
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. If clarifications
are necessary, the request is to be conveyed to the CM.
The DCR 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. The DCR is not meant for formal notification of extra
work. Reference General Conditions paragraph 8.3.2 and
12.3, when formal correspondence is required for formal
notification of time extensions, and for cost change
notifications.
C. The contractor should propose a solution, and enter on
the form in sufficient detail necessary for the AlE or CM
to confirm the contractor's proposed solution.
D. The contractor is also required to mention all other
trade work which is affected by the problem, and all
trade work which will be affected by the proposed
solution.
11/21/91
DOCu~ENT CLARIFICATION REQUESTS
01395 - 1
1.3 UTILIZATION OF DCR FORM
A. The CM will make available the DCR forms for the
contractors use. Attached is a copy of the DCR form, and
the instruction sheet.
*************
END OF SECTION 1395
DOCUMENT CLARIFICATION REQUESTS
01395 - 2
11/21/91
DOCUMENT CLARIFICATION REQUEST No.
From: To: Morrison- Knudsen/Gerrits Contract No.
P. O. Box 5283
Key West, FL 33045 Receipt
(305) 292-7845 LQgged:
Problem By: DwglSpec NO./Re\ision/Dctail/Sect No.
NE Project No.
Civil Siructural Architectural Security PLB HVAC Elect riGll Specs .
Subject: .
Problem & suggested solution: - .. - ~- - .
-
- . -
- .-
.
--
--
I ~1KIG Re\iew:
Solution:
Solution bv: I Dale: I MK/G: I Date:
JE~
~ DOC'UMDoi aAJUnCAnOS liQUI:sT r;o.~.
F.....-i To, MOfl'15Clf}-KnudKn,.(;emu Coou-aCl ~o. (~I
._@--- .. '.0. Bat. S2K.'
Key __cst. Fl. ~)().(~ RcalPt [)
(J05) m.7&<~ Lou<d.
Pr<>bkm By, (:z.' p...s,~ ~JRf'Vl~~'~ "",,
...."E,I'\~tou '.10! "",
'5 CMI SiNO,r.r Archncaalal s.cn.nl\ 'LJ HVAC ~roal ....
'........ iCQ )
hobkfJ> . l"r~'CIl! lo('W'UOII
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loh1l2<.h. (is I t!m. fti, . MM< (,1- 111m :r~
"'-"DO
A. By Contractor:
1. From: The OCR .il1 al~3Ys ~e fro~ the pri~e contractor.
Subcontr~ctors to the pri~e contractor shall submit OCR's
throu9h ~h~ir prime contractor.
2. Problem By: This can be the subcontractor, or the prime
contractor, or the establ i shed pr ime contractor
representative. or the established subcontrbctor
representative.
3. Contract No.: This is the apprcved contract, contract
number.
4. Ora....ing "No.: Here insert as much information as possible
to describe the loci!lItion in the contract documents of the
particular probler:. you are asking clarification. Include
revision level of dra..ings, and date. Include detail
numbers, include section numbers, include specification
section nu~bers, paragraph locations, all as applicable.
S. civil, structural, etc.: Here note the particular
division of ~orx the OCR applies to.
6. Subject: Here insert brief, clear, concise caption
subject, ...hich is representative of problem area.
7. Problem' Suggested Solution: Describe in as much detail
as necessary, the problem to ..hich clarification 1s
needed. If additional space is needed, add extra sheets
to back, and reference attachments in this area no. 7.
Dra" sketches if necessary. Make photocopy of part.icular
dra..inq detail and attach if necessary.
B. By Morrison-Knudsen/Gerrits:
8. OCR No.: Numbers ~ill be assigned as follo~s:
xx-
Project
xxx-
Contractor No.
XXX
Seq.Jential No.
For instance, the first OCR from the contractor of
Contract No. 001 on the Ne.... Detention Facility, ....auld be:
)(J-001-00l
As another exa~ple: The seventh consecutive DCR logged
on the New Detention Facility, ",'as recelved from the
contractor of Contract No. 005, ~ould be:
)(J-OOS-007
9. Receipt Logged: This will be the date received by the
eM trom the cont.ract.oT, and .ill s€:rve as the rE:!erence
date.
10. AlE Project No.: The AlE's project nur..ber ~'i 11 be
inserted here, .here and ~hen applicable.
11. MK/G Revie....: This .'ill be the signature or initials at
the Construction JoI:anager, upon review of t.he problem,
with the date of sign-Off.
12. MX/G Review: T~is ..ill be the signature or initials of
the Construction Manager, upon review of t~e solution.
13. Date: This ..ill be the date of P'l:K/G review and sign-
o!f.
C. By Architect/En9ineer:
14. Solution: The ~/E .ill here insert the solution to the
probler.l, or ~~;s""er in some other fashion the
clarification being requested. The AlE may herein
confirm the contractor's proposed solution.
15. solution By: The ent.ity providing the solution is to
sign here. This may be the Constructjcn Manager .'hen
particular clarifications are bEing req'..J€sted that can
be ans\.'ered by the OL Ot.hEr....ise. it ....ill be the AlE
representative.
16. Date: This .'i1; be the dat.e of sigr.-off, or ans\.lering
the OCR by the ~/E,
D. Part-ay-Part Distribution of t-part DCR Forr.,:
a. When the contractor 5ub~it5 DCR, he .ill retain g9~_~nrod
copy.
b. ~"hen received by the cor.tractor, eM 1.,ill retain ~
copy.
c. The OCR then is s~bwitted to the AlE. Once ans~ered, the
A/E returns to ~, but retains CanarY copy.
d. eM reviews ans.er, and sends Green copy back to
contractor. C~ .'ill retain original !i1}ite copy for
office files, and Blue copy will go to the job-site.
SECTION 01410
TESTING LABORATORY SERVICES
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Selection and payment
2. The Contractor submittals
3. Testing laboratory responsibilities
4. Testing laboratory reports
5. Limits on testing laboratory authority
6. The Contractor responsibilities
7. Schedule of inspections and tests
B.
1.
2 .
3 .
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 AND PAYMENT
A. The Owner will employ and pay for services of an
independent testing laboratory to perform specified
inspection and testing where so indicated to be performed
by the Owner 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.
11/21/91
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.
D. Testing Equipment: calibrated at reasonable intervals
with devices of an accuracy traceable to either National
Bureau of standards (NBS) ~tandards or accepted values of
natural physical constants.
E. Meet "Recommended Requirements for Independent Laboratory
Qualification", published by American council of
Independent Laboratories.
1..5 TESTING LABORATORY RESPONSIBILITIES
A. Test samples of mixes.
B. Provide qualified personnel at the site. Cooperate with
the Architect, Construction Manager and the Contractor in
performance of services.
C. Perform specified inspection, sampling, and testing of
Products in accordance with specified standards.
D. Ascertain compliance of materials and mixes with
requirements of the Contract Documents.
E. Promptly notify the Construction Manager and the
Contractor of observed irregularities or non-conformance
of the Work or products.
F. Perform additional inspections and tests required by the
A/E and Construction Manager.
1..7 TESTING LABORATORY REPORTS
A. After each inspection and test, promptly submit three
copies of testing laboratory report to the Construction
Manager.
B. Include:
1. Date issued
2. Project title and number
3. Name of inspector
4. Date and time of sampling or inspection
11/21/91
TESTING LABORATORY SERVICES
01410 - 2
5. Identification of product and Specifications
Section
6. Location in the Project
7. Type of inspection or test
8. Date of test
9. Results of test
10. Conformance with the Contract Documents
c. When requested by the Construction Manager or A/E,
provide interpretation of test results.
1..8 LIMITS ON TESTING LABORATORY AUTHORITY
A. The testing laboratory may not release, revoke, alter, or
enlarge on requirements of the Contract Documents.
B. The testing laboratory may not approve or accept any
portion of the Work.
C. The testing laboratory may not assume any duties of the
Contractor.
D. The testing laboratory has no authority to stop the Work.
1..9 THE CONTRACTOR RESPONSIBILITIES
A.
B.
C.
D.
E.
1. .10
A.
Deliver to the testing laboratory at designated location,
adequate samples of materials proposed to be used which
require testing, along with proposed mix designs.
Cooperate with testing laboratory personnel, and provide
access to the Work and to the manufacturer's facilities.
Provide incidental labor and facilities to provide access
to the Work to be tested, to obtain and handle samples at
the site or at source of products to be tested, to
facilitate tests and inspections, storage and curing of
test samples.
Notify the Construction Manager and the testing
laboratory 48 hours prior to expected time for operations
requiring inspection and testing services.
Employ services of a separate qualified testing
laboratory and pay for additional samples and tests which
are beyond the specified requirements.
RETEST RESPONSIBILITY
Where the results of required inspections, tests, or
similar services prove unsatisfactory and do not indicate
11/21/91
01410 - 3
TESTING LABORATORY SERVICES
compliance with the requirements of the Contract
Documents, the retests shall be the responsibility of the
Contractor regardless of whether the original test was
the Contractor's responsibility.
B. Retesting of the work revised or replaced by the
contractor is the Contractor's responsibility where
required tests were performed on original work. Costs
and fees for retesting shall be paid by the Contractor.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01410
11/21/91
TESTING LABORATORY SERVICES
01410 - 4
SECTION 01510
TEMPORARY UTILITIES
PART 1 - GENERAL
1.1
SUMMARY
A.
section includes:
1. Temporary utilities required for construction.
PART 2 - PRODUCTS
2.1
MATERIALS - GENERAL
A.
Mater ials 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 NEe Art. 305 - Temporary Wiring.
2.2
TEMPORARY ELECTRICITY
A.
The Temporary Power Contractor shall furnish, install and
maintain, temporary electric. power service for
construction needs throughout the construction period and
shall remove such service on completion of the work.
1. Primary temporary electrical underground feeder
will be provided and installed by temporary power
contractor under Bid Group 1, per drawing 1510- TP.
2. At Front Gate transformer location, the temporary
power contractor under Bid Group 1 has installed 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 have been provided by the Bid
Group 1 temporary power contractor per drawing 1510
- TP, and Details A, B, C and D, 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
used in the Work will be provided by the
1 Temporary Power Contractor as follows:
a. distribution boxes with minimum
equipment
Bid Group
of four
11/21/91
TEMPORARY UTILITIES
01510 - 1
double-duplex 15 Amp, 120-Volt grounded
outlets, with GFCI Protection for personnel.
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 Bui lding 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
Bid Group 3 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 except as outlined in
item 13 below
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 installing the
temporary electric povier service I sha II ma intain
the system to provide continuous service and shall
modify and extend the service as the progress of
11/21/91
TEMPORARY UTILITIES
01510 - 2
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. The temporary shed as
shown in Detail "e" shall remain the property of
Benson Electric.
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. Fe'eders and Branch Circuits in 15. and 16. above
shall be protected from physical damage.
18. See Detail "e" for temporary power shed
requirements. This shall remain the property of
Benson Electric.
2.3
TEMPORARY SITE LIGHTING
The Temporary Power Contractor shall install and maintain area
lights on the meter poles as shown in Detail "All, 2 lights total.
Temporary Lighting power will be fed from the panels and power
centers covered under Section 2.2 TEMPORARY ELECTRICITY.
2.4
TEMPORPRY TELEPHONE SERVICE
A.
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 for Trade
Contractor's personnel and employees, and Trade
Contractor's personnel and employees will not be
permitted to utilize the Construction Manager's phones
except in cases of an emergency.
11/21/91
TEMPORARY UTILITIES
01510 - 3
2.5
CONTINUING TEMPORARY ELECTRICITY MAINTENANCE
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.
2.6 TEMPORARY LIGHTING
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 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
requ irements. Temporary artif icia 1 lighting in
Work areas shall produce uniform illumination of
20-foot candles.
2. Any Trade Contractor requiring temporary lighting
in addition to that specified, including lighting
for security, temporary offices, storage, shops and
other construction buildings, shall arrange and pay
for such additional temporary lighting.
3. Power requirements and source will be coordinated
with Article 2.2 above.
4. The Electrical Contractor shall comply with the
applicable requirements specif ied 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. .
7. The Electrical Contractor shall completely remove
te~porary materials and equipment at Project
Completion, except for high voltage underground.
11/21/91
TEMPORARY UTILITIES
01510 - 4
2.7
2.8
TEMPORARY WATER
A.
site Plumbing Contractor will arrange
service company, to provide water for
purposes.
with utility
construction
B.
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.
C.
The Construction Manager will pay for water used for
temporary construction purposes.
D.
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.
E.
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 humidi ty, 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.
4. Pay all costs of providing, operating, maintaining,
and removing such temporary heating, cooling, and
ventilating equipment as may be required.
11/21/91
TEMPORARY UTILITIES
01510 - 5
The foregoing obligations of the Trade Contractor are in
addition to his obligations under Article 10 of the General
Conditions.
2.9
A.
B.
2.10
TEMPORARY SANITARY FACILITIES
The Owner will provide sanitary facilities in compliance
with laws and regulations.
The Owner will service, clean and maintain facilities and
enclosures.
TEMPORARY FIRE PROTECTION
The Trade Contractor responsible for the installation of the
permanent fire protection system shall furnish, install and
maintain temporary fire protection equipment, materials,
supplies and service within 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
A.
B.
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.
C.
Restore permanent facilities used for temporary services
to specified condition.
1. Prior to final painting, the
responsible for the permanent
system, shall remove temporary
Trade Contractor
building lighting
lamps and install
new lamps.
2 .
11/21/91
pr ior to final inspection, 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 - 6
SECTION 01520
CONSTRUCTION AIDS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Construction aids
2. Temporary enclosures
1.2 REQUIREMENTS OF REGULATORY AGENCIES
B.
Comply with Federal,
regulations.
state and local codes and
PART 2 - PRODUCTS
2..1 MATERIALS - GENERAL
A. Materials may be new or used, suitable for the intended
use and shall not violate requirements of applicable
codes and standards.
2..2 CONSTRUCTION AIDS
A. Each Trade Contractor shall be responsible for
furnishing, installing, maintaining, and removing on
completion of the Work all scaffolds, staging, ladders,
stairs, ramps, runways, platforms, railings, chutes, and
other such facilities and equipment required by his
personnel to insure their safety and facilitate the
execution of the Work.
1. Each Trade Contractor shall comply with all
Federal, State and local codes, laws and
regulations governing such construction aids.
2. Each Trade Contractor shall relocate such
construction aids as required by the progress of
construction, by storage or work requirements, and
to accorr~odate 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, provided the Construction Manager has
04/09/91
CONSTRUCTION AIDS
01520 - 1
approved and author i zed 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 specif ied
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 Trade Contractor responsible for providing,
maintaining, and removing the temporary enclosure
shall clean and shall repair any damage caused by
the installation of such enclosure.
5. Each Trade Contractor shall remain responsible for
insuring that his work, material, equipment,
supplies, tools, machinery, and construction
equipment is adequately protected from damage or
theft and shall provide, maintain and remove such
additional 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
CONSTRUCTION AIDS
01520 - 2
04/09/91
SECTION 01550
ACCESS ROADS AND PARKING AREAS
A. Each Trade Contractor shall be responsible for installing
and maintaining, until the completion of his Work any
te~porary access roads or parking facilities required by
his Work, other than that which has been provided by the
Owner.
B. Any Trade Contractor excavating across an access road or
parking area shall backfill and compact his excavation
and resurface the road or parking area to match the
existing surface. The Trade Contractor shall comply with
all applicable Specifications when so doing.
*********************
END OF SECTION 01550
04/09/91
ACCESS ROADS AND PARKING AREAS
01550 - 1
SECTION 01560
TEMPORARY CONTROLS
PART 1 - GENERAL
1..1 SUMMARY
A. Section Includes:
1. Water control
2. Dust control
3. Erosion and sediment control
4. Pollution control
B. Related sections:
1. SCOPES OF WORK
1..2 WATER CONTROL
A. site Grading Contractor shall grade site to drain.
B.
Protect site from puddling or running water.
water barriers to protect site from soil
Maintain excavations free of water. Provide,
and maintain pumping equipment.
Provide
erosion.
operate,
1..3 DUST CONTROL
A. Execute the Work by methods to minimize raising dust from
construction operations.
B. Provide positive means to prevent airborne dust from
dispersing into atmosphere.
1..4 EROSION AND SEDIMENT CONTROL
A. plan and execute construction by methods to control
surface drainage from cuts and fills, from borrow and
waste disposal areas. Prevent erosion and sedimentation.
B. Minimize amount of bare soil exposed at one time.
C. Provide temporary measures such as berms, dikes, and
drains, to prevent water flow.
D. Construct fill and waste areas by selective placement to
avoid erosive surface silts or clays.
E. Inspect earthwork to detect evidence of erosion and
OS/20/91
TEMPORARY CONTROLS
01560 - 1
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. Shipping dunnage is to be removed by the receiving
contractor. Paper, boxes and bulk packaging shall be folded or cut
into reasonable sizes and shapes and confined to prevent lost of
trash container volume or wind relocation.
***************
END OF SECTION 01560
OS/20/91
TEMPORARY CONTROLS
01560 - 2
SECTION 01580
PROJECT IDENTIFICATION AND SIGNS
Trade Contractors informational signs on the site shall be limited
to those designating their temporary field offices and sheds. All
such informational signs shall be subject to approval by the
Construction Manager.
*************************
END OF SECTION 01580
11/21/91
PROJECT IDENTIFICATION AND SIGNS
01580 - 1
SECTION 01590
FIELD OFFICES AND SHEDS
A. The Trade Contractor, if he deems it necessary, may
furnish, install, and maintain a temporary field office
for his use and the use of his employees during the
construction period.
B. The Trade Contractor shall furnish, install, and maintain
temporary storage and work sheds to adequately protect
his work, materials, equipment, supplies, tools,
machinery, and construction equipment from damage and
theft.
C. The Trade Contractor shall arrange his field office and
sheds so as not to interfere with the construction. The
locations of field offices and sheds shall be coordinated
with the Construction Manager. The type, size and
location of field offices and sheds is subject to
approval by the Construction Manager.
D. The Trade Contractor shall arrange and pay for temporary
electricity and telephone service for his field office
and sheds, if he should require such services.
E. The Trade Contractor shall relocate his field office and
sheds as directed by the Construction Manager, at no
additional cost to the Owner or Construction Manager.
F. The Trade Contractor shall completely remove his field
office and sheds on completion of the Work or when
directed by the Construction Manager. The Trade
Contractor shall remove all debris and rubbish and shall
place the area in a clean and orderly condition.
G. The Construction Manager as soon as reasonably possible
will establish a field office on the site and will
maintain such an office during the entire construction
period. The Construction Manager's field office will not
be used as field office by the Trade Contractor or his
employees.
**************
END OF SECTION 01590
04/09/91
FIELD OFFICES AND SHEDS
01590 - 1
SECTION 01595
CONSTRUCTION CLEANING
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 mater ials and methods recommended
by manufacturer of the surface material to be cleaned.
c. Use cleaning materials only on surfaces recoIT~ended by
cleaning material manufacturer.
D. sweeping 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 DL~ING 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.
B. Provide on-site containers for the collection of waste
04/09/91
CONSTRUCTION CLEANING
01595 - 1
materials, debris, and rubbish.
C. Dispose of waste materials, debris and rubbish off the
site.
3..2 DUST CONTROL
A. Clean interior spaces prior to the start of the finish
painting and continue cleaning on an as-needed basis
until painting is finished.
B. Schedule operations so that dust and other contaminants
resulting from cleaning process will not fall on wet or
newly-coated surfaces.
C. Handle materials in a controlled manner with as little
handling as possible; do not drop or throw materials
form heights.
************
END OF SECTION 01595
CONSTRUCTION CLEANING
01595 - 2
04/09/91
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Products
2. Transportation and handling
3. Storage and protection
4. Security
1. . 2 PRODUCTS
A. Products: means new material, machinery, components,
equipment, fixtures, and systems forming the Work. Does
not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work.
Products may also include existing materials or
components required for reuse.
B. Do not use materials and equipment removed from existing
premises, except as specifically permitted by the
Contract Documents.
c.
Provide interchangeable components
manufacturer, for similar components.
of
the
same
1..3 TRANSPORTATION AND HANDLING
A. The Trade Contractor shall be responsible for the
transportation of all materials and equipment furnished
under this contract. The Trade Contractor shall also be
responsible for loading, receiving and off-loading at the
site all material and equipment installed un der this
Contract, whether furnished by the Trade Contractor or
the Owner. Unless otherwise provided, the Construction
Manager will not accept delivery on behalf of the Trade
Contractor for his materials and equipment. The Trade
Contractor shall be responsible for coordinating the
installation within the buildings of equipment that is
too large to pass through finished openings.
B. Transport and handle products in accordance with
manufacturer's instructions.
c. Promptly inspect shipments to assure that products comply
04/09/91
MATERIAL AND EQUIPMENT
01600 - 1
with require~ents, quantities are correct, and products
are undamaged.
D. Provide equip~ent 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 del i very 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 EQUIPl1ENT
01600 - 2
04/09/91
SECTION 01630
POST-BID SUBSTITUTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Post-bid substitutions
1.2 SUBSTITUTIONS
A. Base Bid shall be in accordance with the Contract
Documents.
B.
After the end of the bidding
requests will be considered only
1. Product unavailability
2. Other conditions beyond
Contractor.
period, substitution
in the case of:
the control of the
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 literature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
c. samples, as applicable.
d. Name and address of similar projects on which
product has been used and date of each
installation.
2. Itemized comparison of the proposed substitution
with product specified, listing significant
variations.
3. Data relating to changes in construction schedule.
4. Effects of substitution on separate contracts.
5. List of changes required in other work or products.
6. Accurate cost data comparing proposed substitution
with product specified.
a. Amount of net change to Contract Sum.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance
services, sources of replacement materials.
04/09/91
POST-BID SUBSTITUTIONS
01630 - 1
D . Substitutions wi II not be considered for acceptance when:
1. A substitution is indicated or impl ied on shop
drawings or product data submittals without a
formal request from Bidder.
2. Acceptance will require substantial revision of
Contract Documents.
3. In judgement of Architect or Construction Manager,
the substitution request does not include adequate
information necessary for a complete evaluation.
4. Requested directly by a subcontractor or supplier.
E. Do not order or install substitute products without
written acceptance of Construction Manager.
F. Architect will determine acceptability of proposed
substitutions.
G. No verbal or written approvals other than by Change Order
will be valid.
1..3 CONTRACTOR'S REPRESENTATION
A. In making formal request for substitution the Contractor
represents that:
1. The proposed product has been investigated and it
has been determined that it is equivalent to or
superior in all respects to the product specified.
2. The same warranties or bonds will be provided for
the substitute product as for the product
specified.
3. Coordination and installation of the accepted
substitution into the Work will be accomplished and
changes as may be required for the Work to be
complete will be accomplished.
4. Clai~s for additional costs caused by substitution
which may subsequently become apparent will be
waived by the Contractor.
5. complete 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.
POST-BID SUBSTITUTIONS
01630 - 2
04/09/91
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
04/09/91
POST-BID SUBSTITUTIONS
01630 - 3
TO: Project Architect
HP~SEN 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 inst j (
the specified item for the above project:
DRAWING NO.
DRAWING NAME
SPEC. SEC.
SPEC. NAME
PARAGRAPH
SPECIFIED ITEM
Proposed Substitution:
Attach complete information on changes to Drawings and/or Specificatior
which proposed substitution will require for its proper installation.
Submit with request necessary samples and substantiating data to pro'
equal quality and performance to that which is specified. Clearly ma)
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality a)
of equal performance and assumes liability for equal performance, equc
design and compatibility with adjacent materials.
Submitted By:
Signature
Title
Firm
Address
Telephone
Date
signature shall be by person having authority to legally bind his firm i
the above terms. Failure to provide legally binding signature will resu~
in retraction of approval.
For use by the Architect:
_____Recommended ____Recommended as noted
____Not Recommended ____Received too late
Insufficient data received
By
Date
Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings?
Yes
No
If yes, clearly indicate changes.
B. will the undersigned pay for changes to the building design,
including engineering and detailing costs caused by the requestec
substitution?
Yes
No
If no, fully explain:
C. What effect does substitution have on other Contracts or othel
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)
substitution; list significant variations:
wi th the proposec
H. This substitution will amount to a credit or extra cost to the Owner
of: dollars ($ ) .
I. Designation of maintenance services and sources:
(Attach additional sheets if required.)
****************
END OF DOCUMENT 01630
SECTION 01650
STARTING OF SYSTEMS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. starting systems
2. Demonstration and instructions
3. Testing, adjusting, and balancing
B. Related sections:
1. SECTION 01700 - CONTRACT CLOSEOUT
1..2 STARTING SYSTEMS
A. Coordinate schedule for start-up of various equipment and
systems.
B. Notify the Construction Manager seven days pr ior to
start-up of each item.
c. verify that each piece of equipment or system has been
checked for proper lubrication, dr i ve rotation, belt
tension, control sequence, or other conditions which may
cause damage.
D. Verify that tests, meter readings, and specified
electrical 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
manufacturer's representative in
manufacturer's instructions.
of responsible
accordance with
G. Execute start-up under supervision of the responsible
Contractors' personnel in accordance with manufacturer's
instructions. All in-line and interface trades shall
cooperatively support and coordinate individual
components and systems to facilitate start-up activities.
H. When specified in individual Specification sections,
require manufacturer to provide authorized representative
to be present at the site to inspect, check and approve
11/21/91
STARTING OF SYSTEMS
01650 - 1
equipment or system installation prior to start-up, and
to supervise placing equipment or system in operation.
1. Submit a certified written report that equipment or
system has been properly installed and is functioning
correctly.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01650
11/21/91
STARTING OF SYSTEMS
01650 - 2
SECTION 01670
SYSTEMS DEMONSTRATIONS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Procedures for demonstration of equipment operation
and instruction of the Owner's personnel.
1..2 QUALITY ASSURANCE
A. When specified in individual Sections, provide
manufacturer's authorized representative to demonstrate
operation of equipment and systems, instruct the Owner's
personnel and provide written report that demonstrations
and instructions have been completed.
B. The Owner will provide list of personnel to receive
instructions, and will coordinate their attendance at
agreed-upon times.
1..3 SUBMITTALS
A. Submit preliminary schedule for the Owner's approval,
listing times and date for demonstration of each item of
equipment and each system, two weeks prior to proposed
dates.
B. Provide operating and maintenance manuals to owner (4)
weeks prior to demonstrations.
C. Submit reports within one week after completion of
demonstrations, that demonstrations and instructions have
been satisfactorily completed. Gi ve 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
A. Verify equipment has been inspected and put into
04/30/91
SYSTEMS DEMONSTRATIONS
01670 - 1
operation;
performed;
operational.
testing, adjusting, and balancing has been
and equipment and systems are fully
B.
Have copies
manuals at
instructions.
of completed operation and maintenance
hand for use in demonstrations and
3..2 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of equipment and
systems to the Owner's personnel two weeks prior to date
of final inspection. For equipment requiring seasonal
operation, perform instructions for other seasons within
six months.
B. Use operation and maintenance manuals as basis of
instruction. Review contents of manual with personnel in
detail to explain aspects of operation and maintenance.
C. Demonstrate start-up, operation, control, adjustment,
maintenance, servicing, trouble-shooting and shutdown of
each item of equipment at agreed-upon times, at
designated location.
D. Prepare and insert additional data in operations and
maintenance manuals when need for additional data becomes
apparent during instructions.
3..3 TIME ALLOCATED FOR INSTRUCTIONS
A. The amount of time required for instruction on each item
of equipment and system is specified in individual
Sections.
**************
END OF SECTION 01670
SYSTEMS DEMONSTRATIONS
o 16 7 0 .- 2
04/30/91
SECTION 01700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Closeout procedures
2. Adjusting
B. Related sections:
1. SECTION 01027 - APPLICATION FOR PAYMENT
2. SECTION 01650 - STARTING OF SYSTEMS
3. SECTION 01730 - OPERATION AND MAINTENANCE DATA
4. SECTION 01740 - WARRANTIES AND BONDS
5. SECTION 08710 - FINISH HARDWARE
6. SECTION 11196 - SECURITY HARDWARE
1..2 PROJECT TERMINATION
A. the Contract requirements are met when construction
acti vi ties have successfully produced, in this order,
these three terminal activities:
1. Substantial Completion
2. Final Completion
3. Final Payment
1..3 SUBSTANTIAL COMPLETION
A. Submi t to the Construction Manager when the Work is
substantially complete:
1. A written notice that the Work, or designated
portion thereof, is substantially complete.
2. A list of items to be completed or corrected (Punch
List) .
3. Request Substantial Completion Observation at a
mutually agreeable date.
4. Certifications of systems and testing/balancing
final reports.
5. Submit evidence of compliance with requirements of
governing authorities:
a. Certificate of Occupancy
b. Certificates of Inspection:
1) Elevators
2) Mechanical systems
3) Electrical systems
4) Kitchen equipment
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5) Fire protection system
6) Security system
B. within a reasonable time after receipt of such notice,
the Architect, the Construction Manager, the
Contractor,and the Owner, will make an observation to
determine the status of completion.
C. Should the work be determined to not be substantially
complete the following will occur:
1. The Construction Manager will promptly notify the
Contractor in writing, giving the reasons.
2. The Contractor shall remedy the deficiencies in the
Work, and send a second written notice of
substantial completion.
3. The Work will be reobserved.
D. When the Work is considered substantially complete, the
following will occur:
1. The Construction Manager will prepare a certificate
of Substantial Completion on 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 within time
limit established by the certificate.
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 submit written request to
the Construction Manager for final inspection.
B. When the Work is complete, the Contractor shall submit
written certification that:
1. The Contract Documents have been reviewed.
2. Work has been inspected for compliance with the
Contract Documents.
3. Work has been completed in accordance with the
Contract Documents.
4. Equipment and systems have been tested in the
presence of the Owner' s representative and are
operational.
5. Work is completed and ready for final observation.
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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.
Project Record Documents:
01720.
to requirements of SECTION
B. operating and maintenance data, instructions to the
Owner's personnel: to requirements of SECTION 01730.
C.
Keys and keying schedule:
08710 & 11196.
to requirements of SECTION
D. Spare parts and maintenance materials: to requirements
of individual sections.
E. Evidence of payment and release of liens: to
requirements of General and Supplementary Conditions.
1..6 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Architect.
B. statement shall reflect adjustments to the Contract Sum:
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous Change Orders
b. Allowances
c. unit Prices
d. Deductions for uncorrected Work
e. Penalties and bonuses
f. Deductions for liquidated damages
g. Deductions for reinspection payments
h. Other adjustments
3. Total Contract Sum, as adjusted
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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
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CONTR~CT 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 - PRODUCTS
2..1 MATERIALS
A. Use only those cleaning materials which will not create
hazards to health or property and which will not damage
surfaces.
B. Use only those cleaning materials and methods recommended
by manufacturer 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
sight-exposed interior and exterior surfaces.
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c. Wash and shine glazing and mirrors.
D. Polish glossy surfaces to a clear shine.
E. Dust cabinetwork and remove markings.
F. Vacuum as needed.
G.
Broom clean exterior paved surfaces;
surfaces of the grounds.
rake clean other
H. Prior to final completion, or the Owner occupancy,
conduct an inspection of sight-exposed interior surfaces,
exterior surfaces and work areas, to ver ify 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 piping 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
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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 Project Record Documents for construction
purposes.
D. Make documents available for inspection by the
Construction Manager, the Architect and the Owner.
E. Failure to maintain documents up-to-date will be cause
for withholding payments.
F. Obtain from the Construction Manager (at no charge) two
sets of the Contract Documents for Project Record
Documents including:
1.
2 .
specifications with
Two complete sets
Drawings.
One complete set of
all addenda.
of black line pr ints of all
3 .
mylar prints of all Drawings.
1. . 3 RECORDING
A. Label each document "Project Record".
B. Keep record documents current.
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PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 1
C. Do not permanently conceal any vwrk until required
information has been recorded.
D. Contract Drawings:
1. Required information may, as an option, be entered
on a "working set" and then at completion of
Project transfer the information to final submitted
"Project Record" set.
2. Legibly mark to record actual construction:
a. Depths of various elements of foundation in
relation to survey data.
b. Horizontal and vertical location of
underground utilities and appurtenances
referenced to permanent surface improvements.
c. Location of internal utilities and
appurtenances concealed in construction
referenced to visible and accessible features
of structure.
d. Field changes of dimension and detail.
e. Changes made by Change Order or Construction
Change Directive.
f. Details not on original Contract Drawings.
E. Specifications and Addenda:
1. Legibly mark up each Section to record:
a. Manufacturer, trade name, catalog number and
supplier of each product and item of equipment
actually installed.
b. Changes made by Change Order or Construction
Change Directive.
c. other items not originally specified.
F. Conversion of schematic layouts:
1. Arrangement of conduits, circuits, piping, ducts
and similar items are in most cases shown
schematically on the Drawings.
2. Legibly mark to record actual construction:
a. Dimensions accurate to within 1" on the
centerline of items shown schematically.
b. Identify each item, for example, "cast lron
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.
-
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PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 2
1. .4 SUBMITTAL
A. At completion of Project, deliver Project Record
Documents as delineated in paragraph 1.2 F. above, 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. Certif ication 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
01/06/92
PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 3
SECTION 01730
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Format and content of manuals
2. Instruction of the Owner's personnel
3. Schedule of submittals
B. Related sections:
1. SECTION 01301 - SUBMITTALS
2. SECTION 01700 - CONTRACT CLOSEOUT
3. Individual Specifications sections: specific
requirements for operation and maintenance data.
1..2 QUALITY ASSURANCE
A. Prepare instructions and data by personnel experienced in
maintenance and operation of described products.
1..3 FORMAT
A. Prepare data in the form of an instructional manual.
B. Binders: commercial quality, 8-1/2" x 11" three-ring
binders with hardback, cleanable, plastic covers; 1-1/2"
maximum ring size. When multiple binders are used,
correlate data into related consistent groupings.
C. Cover: identify each binder with typed or printed title
OPERATION AND MAINTENANCE INSTRUCTIONS; list title of the
Project and separate building; identify subject matter of
contents.
D. Arrange content by systems under section numbers and
sequence of Table of Contents of these Specifications.
E. Provide tabbed fly leaf for each separate product and
system, with typed description of product and major
component parts of equipment.
F. Text: manufacturer's printed data, or typewritten data
on 20 pound paper.
G. Drawings: provide with reinforced punched binder tab.
Bind in with text; fold larger drawings to size of text
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 1
pages.
1..4 CONTENTS, EACH VOLUME
A. Table of Contents: provide title of the Project; names,
addresses, and telephone numbers of the Construction
Manager, the Architect, consultants, and the Contractor
with name of responsible parties; schedule of products
and systems, indexed to content of the volume.
B. For each product or system: list names, addresses and
telephone numbers of subcontractors and suppliers,
including local source of supplies and replacement parts.
C. Product data: mark each sheet to clearly identify
specific products and component parts, and data
applicable to installation. Delete inapplicable
information.
D. Drawings: supplement product data to illustrate
relations of component parts of equipment and systems, to
indicate control and flow diagrams. Do not use the
Project Record Documents as maintenance drawings.
E. Type text: as required to supplement product data.
Provide logical sequence of instructions for each
procedure, incorporating manufacturer's instructions.
F.
Warranties and bonds:
bind in copy of each.
1..5 V~UAL FOR MATERIALS AND FINISHES
A. Building products, applied materials, and finishes:
include product data, with catalog number, size,
composition, and color and texture designations. Provide
information for re-ordering custom manufactured products.
B. Instructions for care and maintenance; include
wanufacturer's recommendations for cleaning agents and
methods, precautions against detrimental agents and
methods, and recommended schedule for cleaning and
maintenance.
c. Moisture protection and weather exposed products:
include product data listing applicable reference
standards, chemical composition, and details of
installation. Provide recommendations for inspections,
maintenance, and repair.
D . Additional requirements; as specif ied in individual
product specification Sections.
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01730 - 2
1..6 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of equipment and each system: include
descr iption 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 list of original manufacturer's spare
current prices, and recommended quantities
maintained in storage.
parts,
to be
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OPERATION AND MAINTENANCE DATA
01730 - 3
N. Include test and balancing reports.
o. Additional requirements: as specified in individual
product specification sections.
P. Provide a listing in Table of Contents for design data,
with tabbed fly sheet and space for insertion of data.
1..7 INSTRUCTION OF THE OWNER PERSONNEL
A. Before final inspection, instruct the Owner's designated
personnel in operation, adjustment, and maintenance of
products, equipment, and systems, at agreed upon times.
B. For equipment requiring seasonal operation, perform
instructions for other seasons within six months.
c. Use operation and maintenance manuals as basis for
instruction. Review contents of manual with personnel in
detail to explain all aspects of operation and
maintenance.
D.
Prepare and insert additional
Maintenance Manual when need
apparent during instruction.
data in Operation and
for such data becomes
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
**************
END OF SECTION 01730
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 5