06/29/1992
New Detention Facility
CONTRACT KJ-20, Asphaltic Concrete Paving
The Brewer Company of Florida, Inc.
I.
II.
A.
B.
D.
E.
F.
A.
B.
C.
D.
E.
F.
G.
Form of Agreement
Public Construction Bond
Certificate of Insurance
Table of Contents
Schedule of Drawings
Scope of Work - Bid Package #42
Milestone Schedule
Proposal Form, pages 00142-1 through 00142-3 signed by bidder and dated May 14, 1992.
5% Bid Bond from Fidelity & Deposit Company of Maryland
Sworn Statement on Public Entity Crimes.
Lobbying and Conflict of Interest Clause.
Non-Collusion Affidavit.
III. Conditions of the Contract
A. General Conditions
B. Supplementary Conditions
C. 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
.
AlA Document A101/CM
CONSTRUCTION MANAGEMENT EDITION
Standard Form of Agreement Between
Owner and Contractor
where the basis of payment is a
STlPULA TED SUM
1980 EDITION
THIS DOCUMENT HAS IMPORT ANT LEGAL CONSEQUENCES; CONSULT AT/ON WITH
AN ATTORNEY IS ENCOURAGED.
AGREEMENT
This document is intended to be used in conjunction with AlA Documents
A201/CM, 1980; B141/CM, 1980; and B801, 1980.
No. KJ-020, Asphaltic Concrete Paving
made as of the . d-q~ day of
Hundred and r\ I y...L+y- N 0 (It1q 2.)
----
,-J~
In the year of Nineteen
BETWEEN the Owner:
Monroe County Board of County Commissioners
500 Whitehead Street
Key West, FL 33040
and the Contractor:
The Brewer Company of Florida, Inc.
9801 NW 106 Street
Miami, FL 33178
(305) 885-2463
New Monroe County Detention Facility
5501 College Road, Stock Island
Key West, FL 33040
the Project:
the Construction Manager:
Morrison-Knudsen/Gerrits
the Architect:
Hansen Lind Meyer/Gonzalez
The Owner and the Contractor agree as set forth below.
Copyright 1975, @ 1980 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Re-
production of the material herein or substantial quotation of its provisions without written permission of the AlA violates the
copyright laws of the United States and will be subject to legal prosecution.
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 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 No. 42, Asphaltic Concrete Paving.
ARTICLE 3
TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
The Work to be performed under this Contract shall be commenced on the date as established in the Notice to
Proceed,
and, subject to authorized adjustments, Substantial Completion of the Work shall be achieved not later than
(Here insert any special provisions for liquidated damages relating to failure to complete on time.)
the time indicated in Section 00353 Milestone Schedule.
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT . CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 ED1TION . AIA<8 . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A101/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
Seventy One Thousand Three Hundred Twelve and Seventy One cents............................ $71,312.71
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 Bid................................................................................... $71,312.71
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-Fi ftlT (25),. day of each
month as follows: approxlmately
Not later than Thi rty (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 Documents, 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.
~ylX1erlts due >>nd< u~aiat U1xdell( thll COlntooct){)0x:unxen1l6 soo.ll ,bea.- i llteretSt kOIll the ~te )pa'JKTleXlt ix dlXe at the rll.te<
~tdtedXbelo~ orXin lheXlbgenoe tlxereof, Xlt tile jegai r<<<e IXre\ltl.ili>>g ll.t tbte IXla~ 0* t~ Pxojoctx
O{/ertxins<<t af)f raoe ofxnteQest '!CreeK Up9{ll.j(
(Usury laws and requirements under the Federal Truth in Lending Act, similar state and locaf 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 should
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., NW., WASHINGTON, D.C. 20006 A101/CM -1980 3
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the
Contractor when the Work has been completed, the Contract fully performed, and the Architect has issued a Project
Certificate for Payment which approves the final payment due the Contractor.
ARTICLE 6
FINAL PAYMENT
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. 1A dated November 26, 1991
Addendum No. 1B dated December 11, 1991
Addendum No. 1 da ted December 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. 11A dated April 21, 1992
Addendum No. lIB dated April 24, 1992
Addendum No. 11C dated May 1, 1992
Addendum No. 11 dated May 5, 1992
Addendum No. 12A dated May 8, 1992
II. Proposal Documents submitted by The Brewer Company of Florida, Inc., on May 14, 1992:
A. Proposal Form, pages 00142-1 thru 00142-3, signed by bidder, and dated May 14, 1992.
B. Bid Secuirty, Bid Bond, Fidelity & Deposit Company of Maryland.
C. Sworn 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., NW., WASHINGTON, D.C. 20006 A101/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 incfuded elsewhere in the Contract Documents.)
Reference the documents issued for bidding.
7.4 Working Conditions:
(Here list any speciaf conditions affecting the Contract.)
Reference the documents issued for bidding.
By: ~{.~t<E-Jf
Date: ,-~,- p~
~~pp~ve(7 []:al
Attorney's Office
Sufficienty"
( Sea 1)
Attest: Danny L. Kolhage, Clerk
Date:
l \ 1(,,1 "
-= 0U.N- ( L
This Agreement entered into as of the day and year first written above.
By:
coun~ Board of coun~mmissioners The Brewer
;-; ... tI~.1\ ___": "- t,l\ - .. _~
~ ---.--.. .~ - "~ By:
\,'"-
C /'4; ,...If Its:
Walter R. Brewer
OWNER
Mon roe
Its:
ClJ
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, 1735 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.
PUBLIO CONSTRUCTION BO,D
BY THIS BOND, We THE BREWER co. OF FL, INC. , as Principal and FIDELITY & DEPOSIT
CO. OF ~. a corporation, as surety, are bound to MONROE CO. BOARD OF, COMMISSIONER
herein called owner, in the sum of $ --71,312.71-- for payment of
which we bind ourselves, our heirs, personal representatives,
successors, and assigns, jointly and severally.
THE CONDITION OF THIS BONO is that if Principal:
1. Performs t.he contract dated June 29, , 1992-, between
Principal and Owner for construction of New Monroe Co. Detention Facilfty KJ0020
the contract being maae 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, supplyinq Principal with
labor, materials, or supplies, used directly or indirectly by
Principal in the prosecution of the work provided tor in the
contract; anet
3. Pays Owner all losses, damages, expenses, costs, and
attorney's fees, including appellate proceedings, that Owner
sustains because of a default by Principal under the contract;
and
4. Performs the guarantee of all work and materials furnished
under the contract for the time specified in the contract, then
this bond is void; otherwise it remains in full force.
Any changes in or under the contract documents and compliance
with any formali~ies connected with the contract or the changes
does not affect surety's obligation under this bond.
DATE ON Jul v 13. , 1 i....2l..
B'i
THE BREWER COMPANY OF FLORIDA, INC.
(NAME OF PRINCIPAL)
~~CTl
D.W. MATSON, III
FIDELITY & DEPOSIT COMPANY OF MARYLAND
(NAME 01" SlTRE'!'Y)
Tl ..aIt:.
11/20/91
PUBLIC CONSTRUCTION BOND
00610 - 1
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE. BALTIMORE. MD.
KNOW ALL MEN BY THEsE PRESENTS; That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the
State of Maryland, by C. M. PECOT, JR. , Vice-President, and C. W. ROBBINS ,
Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which
reads as follows:
"The Chairman of the Board, or the President, or any Executive Vice. President, or any of the Senior Vice. Presidents or Vice. Presidents
specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary
or anyone of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice. Presidents and Attorneys-in-Fact as the business of the
Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances,
stipulations. policies. contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of
mortgages, . .. and to affix the seal of the Company thereto."
does hereby nominate constitute and appoint
D. W. Matson, III of Miami, Florida.........
I[S true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as
its act and deed: any and all bonds and undertakings............................... .~
Ana the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said
Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the
regularly elected officers of the Company at its office in Baltimore, Md., in their own proper persons.
This power of attorney revokes that issued on behalf of D. W. Matson, III, dated,
October 31, 1983.
A TrEST:
e
...~,,~
STATE OF MARYLAND t
CITY OF BALTIMORE } SS:
On this 2 1st day of January, A.D. 19 85 ,before the subscriber, a Notary Public of the State of Maryland, in
and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice-President and Assistant Secretary of the FIDELITY AND
DEPOSIT COMPANY OF MARYLAND. 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 each for himself deposeth and saith, that they are
the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the
said 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'
The said Assistant Secretary does hereby certify that the aforegoing is a true copy of Article VI, Section 2, of the By-Laws of said Company, and is
now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this .............?.!.?-.J;............day
of ......_..............J.<ln!J..?Iy................... , A.D. 19....~.?.
.h..hh.Qh~~~:::~=IT:~~~=.~.e.:~RY~.h.
AMiM<uat Secretory ~
nd affixed by Official Seal, at the City of Baltimore, the day and year first above written.
N~~~~~-:::c;::;~~~
CERTIFICATE
I, the undersigned, Assistant Secretary of the FiDELITY AND DEPOSIT COMPANY OF MARYLAND, 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
Vice. President who executed the said Power of Attorney was one of the additional Vice.Presidents specially authorized by the Board of Directors to
appoint any Attorney.in.Fact as provided in Article VI, Section 2 of the By.Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND
DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969.
RESOLVED: "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or
hereafter, wherever appearing upon a certified copy of any fower of attorney issued by the Company, shall be valid and binding upon the Company
with the same force and effect as though manually affixed. '
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company. this .......J}th..... day
of _...................Iuly...................... , 19...9..2..
Ll4280-Clf.
-030-0165
A MiM<uat Secretary
FOR YOUR PROTECTION LOOK FOR THE F&D WATERMARK
A.~.tlll." CERTIFICATE OF INSURANCE
ISSUE DATE (MM/DD/YY)
7/13/92
PRODUCER
\TSON INSURANCE & BONDING, INC.
v291 BIRD ROAD
MIAMI, FL 33155
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
COMPANIES AFFORDING COVERAGE
f~T~~NY A
Maryland Casualty Company
CODE
SUB-CODE
INSURED
f~T~~NY B
Maryland Casualty Company
The Brewer Company of Florida, Inc.
9801 N.W. 106th Street
Miami, FL 33178
f~T~~NY C
Assoc. General Contractors
SIF j
o!f;l
f~T~~~NY D
f~T~~~NY E
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 DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
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/DD/YY) DATE (MM/DD/YY)
ALL LIMITS IN THOUSANDS
GENERAL LIABILITY
X COMMERCIAL GENERAL LIABILITY
A CLAIMS MADE X OCCUR. EP85 7 26248
OWNER'S & CONTRACTOR'S PROTo
1/1/92
1/ 1/93
GENERAL AGGREGATE $1 , 000,
PRODUCTS-COMP/OPS AGGREGATE $1,000,
PERSONAL & ADVERTISING INJURY $1,000,
EACH OCCURRENCE $1,000,
FIRE DAMAGE (Anyone fire) $ 50,
MEDICAL EXPENSE (Anyone person) $ 5 ,
COMBINED
SINGLE $
LIMIT 1,000,
BODILY
INJURY $
(Per person)
BODILY
INJURY $
(Per accident)
AUTOMOBILE LIABILITY
ANY AUTO ECAl2206208
1/ 1/92
1/1/93
ALL OWNED AUTOS
SCHEDULED AUTOS
X HIRED AUTOS
X NON-OWNED AUTOS
GARAGE LIABILITY
PROPERTY
DAMAGE
EXCESS LIABILITY
EACH
OCCURRENCE
$
AGGREGATE
OTHER THAN UMBRELLA FORM
C
WORKER'S COMPENSATION
AND
EMPLOYERS' LIABILITY
880-1290
5/1/92
1/1/93
STATUTORY
$ 2,000,000
$ 2, 000, 000
$ 2, 000, 000
(EACH ACCIDENT)
(DISEASE-POLICY LIMIT)
(DISEASE-EACH EMPLOYEE
OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS
RE: NEW MONROE COUNTY DETENTION FACILITY, 5501 COLLEGE ROAD, STOCK ISLAND, KEY WEST FL
#KJ-020, ASPHALT CONCRETE PAVING THE CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED.
CERTIFICATE HOLDER
CANCELLATION
MONROE COUNTY BOARD OF COUNTY COMMISSIONERS~HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
OR MONROE COUNTY C/O MORRISON-KNUDSEN/ EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO
lRITS MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
P.O. BOX 5283 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
KEY WEST, FL 33040 LIABILITY OF ANY D UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
@ACORD CORPORATION 1988
ACORD 25-5 3/88
TABLE 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-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
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 System
Metals-Doors-Glazing
Pre-Bid Substitutions
Geotechnical Data
site survey
Scopes of Work for Reference (BG-1 and
BG-2) :
site Electrical & Temporary Po~er
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,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-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 COPTENTS (ADD. 8)
00001 - 2
section 00410 Bid Bond - AlA Document A310, February
1970 edition
section 00420 Sworn Statement on Public Entity Crimes
section 00425 Lobbying and Conflict of Interest Clause
section 00430 Non-Collusion Affidavit
section 00440 Proposed Subcontractor Listing
section 00450 Contractor's Qualification statement -
AlA Document A305
2. Contract Documents (Volume I)
section 00500 Standard Form of Agreement Between Owner
and Contractor - AlA Document A101/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 - AlA
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
TABLE OF CONTENTS (ADD. 8)
00001 - 3
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 Procedures
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 - SITEWORK
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
La"wns
Trees, Shrubs And Ground Cover
DIVISION 3 - CONCRETE
Section 03100
Section 03200
section 03300
Section 03520
Section 03600
Concrete Formwork
Concrete Reinforcement
cast-in-Place Concrete
Insulating Concrete Decks
Grout
03/2/,/92
00001 - 5
TABLE OF CONTENTS (ADD. 8)
DIVISION 4 - MASONRY
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 MOISTURE 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
TA3LE OF CONTENTS (ADD. 8)
I
.... --
DIVISION 9 - FINISHES, cont'd
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 - EQUIPMENT
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
section 14240
Pneumatic Tube System
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
1.00A
1.00B
1.00C
1.01A
1.02A
1.03A
1.04A
1.05A
1. 06
1.06A
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 TIcv d-{)-2-(-fj::t.f-9-2-
4 dReV04/93192
BC 3 1-B-f-l-5f1H:
1 Rev 04/03/92
1 Rev 11/11/91
4 Rev 02/18/92
1 TIc v G0-B+fJti.
2 Rev 04/03/92
~-ev-B2-1-fH-/Jti.
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 DRAIHNGS (ADD. 11)
00993 - 1
1. 13 Landscape Plan South
1. 14 Irrigation Plan North
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 Fra17ling plan First Floor Zone D
3.11 Framing Plan First Floor Zone E
3.12 Fra)";1ing 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
BGJ 10/15/9
1 Rev 02/07/92
BGJ 10/15/91
1 Rev 11/11/91
2 Rc vG!?i-G-'l~
3 ReVQ1/28 / 92
BG3 10/15/91
BGJ 10/15/91
1 Rev 02/18/92
J 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
05/02/92
BG-3 SCHEDULE OF DRAIHNGS (ADD. 11)
00993 - 2
3.16 Framing Plan }~ezzanine Level Zone D 5 Rev 02/07/92
3.17 Framing Plan l1ezzanine Level Zone E 5 Rev 02/07/92
3.18 Framing Plan }~ e z z ani n e Floor Zone F BG3 11/11/91
Alternate
3.19 Framing Plan Hechanical 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 Wall 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
05/02/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 3
4.01 Exterior Building Plan Ground Floor Zone A 1 Rev 02/07/92
4.01A Building Plan Ground Floor Zone A 1 Rev 02/0' 2
4.02 Exterior Building Plan Ground Floor Zone B BG3 11/11/91
4.02A Building Plan Ground Floor Zone B BG3 10/15/91
4.03 Exterior Building plan Ground Floor Zone C BG3 11/11/91
4.03A Building Plan Ground Floor Zone C BG3 10/15/91
4.04 Exterior Building Plan Ground Floor Zone D BG3 11/11/91
4.04A Building Plan Ground Floor Zone D Housing BG3 10/15/91
4.05 Exterior Building Plan Ground Floor Zone E BG3 11/11/91
Housing
4.05A Building Plan Ground Floor Zone E Housing BG3 10/15/91
4.06 Exterior Building Plan Ground Floor Zone F BG3 11/11/91
Housing Alternate
4.06A Building Plan Ground Floor Zone F Housing BG3 10/15/91
Alternate
4.07 Exterior Building Plan First Floor Zone A 1 Rev 02/07 ''12
4.08 Exterior Building Plan First Floor Zone B BG3 11/11/91
4.09 Exterior Building Plan First Floor Zone C 4 Rev 02/07/92
4.10 Exterior Building Plan First Floor Zone D BG3 11/11/91
Housing
4.11 Exterior Building Plan First Floor Zone E BG3 11/11/91
Housing
4.12 Exterior Building Plan First Floor Zone F BG3 11/11/91
Housing Alternate
4.13 Ex.terior Building Plan Second Floor Zone A 4 Rev 02/07/92
4.14 Exterior Building Plan Second Floor Zone B BG3 11/11/91
4.15 Exterior Building plan Second Floor Zone C 3 Rev 02/07/92-
4.16 Exterior Building plan l,IJezzanine Level 4 Rev 04/03/92
Zone D Housing
05/02/92
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 Elevations
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 (hDD. 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. :,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 & S~ctions
stair Details
Elevator Plans & sections
Elevator Details
Enlarged Cell - Plans & Elevations
Not Used
Interior Building plan First Floor Zone A
Interior Bu ilding Plan First floor Zone B
Interior Building Plan first floor Zone C
Interior Building Plan first floor Zone 0
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 DRPJHNGS (ADD. 11)
BG3 11/11/91
BG3 11/11/<:
3 Rev 02/07/92
3 Rev 12/20/91
BG3 11/11/91
3 Rev 02/07/92
BG3 11/11/91
BG3 11/11/91
2 Rev 02/07/92
2 Rev 02/07/92
BG3 11/11/9
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 n c v -{}4 f--tB--fJ""ti:
5 Rev 04/28/92
4----Rev----B-4--f--B-3-f~
5 Rev 04/28/92
-2--Rev----l-2f2-B--f--9-l
5 Rev 04/28/92
BG3 10/15/91
1 Rev 02/07/92
05/02/92
00993 - 7
BG-3 SCHEDULE OF DRAWINGS (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
Not Used
Not Used
Reflected Ceiling Plan First Floor Zone A
Reflected Ceiling Plan First Floor Zone B
Reflected ceiling Plan First Floor Zone C
BG3 10/15/91
1 Rev 02/07/92
BG3 10/15/91
BG3 10/15/91
Reflected ceiling Plan First Floor D Housing BG3 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 D 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
Hot used
Equipment Plan Ground Floor Zone C
7.04 Not Used
05/02/92
BG-3 SCHEDULE OF DRY.WINGS (ADD. 11)
BG3 10/15/91
BG3 10/15/91
1 Rev 02/07/92
1 Rev 12/20/91
BG3 10/15/91
1 Rev 02/07/_~
1 Rev 02/07/92
BG3 10/15/91
2 Rev 02/07/92
2 Rev 04/03/92
1 Rev 11/11/91
BG3 10/15/91
00993 - 8
7.05
Not Used
7.06
Hot 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 D 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 D
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 Mill~ork 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 (p.DD. 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 BG3 10/15/91
fS-4 Food Service Electrical Plan BG3 10/15/(
fS-5 Food Service Ph:.::-:bing Plan BG3 10/15/91
fS-6 Food Service Eq'J ipment Details BG3 10/15/91
fS-7 Food Service Equipment Details BG3 10/15/91
L-1 Laundry Equipme:1t Plan and Schedule BG3 10/15/91
L-2 Laundry Mechanical Plan BG3 10/15/91
L-3 Laundry Electrical Plan BG3 10/15/91
L-4 Laundry Plumbing Plan BG3 10/15/91
VQ1_. I I_
0.00 Cover
0.01 Index of Drawings Rev 11/11/91
8.00 Plumbing Legend BG3 10/15/91
8.00A Plumbing Schedules 1 Rev 12/20/91
8.01 Plumbing Ground Floor Zone A 3 Rev 02 / 0', , J 2
8.02 Plumbing Ground Floor Zone B BG3 10/15/91
8.03 Plumbing Ground Floor Zone C 3 Rev 01/02/92
8.04 Plumbing Ground Floor Zone D Housing 2 Rev 01/09/92
8.05 Plumbing Ground Floor Zone E Housing BG3 10/15/91
8.06 Plumbing Ground Floor Zone F Housing 1 Rev 11/11/91
Alternate
8.07 Plumbing First Floor Zone A 2 Rev 02/07/92
8.08 Plumbing First Flcor Zone B BG3 10/15/91
8.09 Plumbing First Floor Zone C 1 Rev 01/02/92
8.10 Plumbing First Floor Zone D Housing 2 Rev 01/09/92
8.11 Plumbing First Floor Zone E Housing 1 Rev 12/20/91
05/02/92
BG-3 SCHEJULE OF DRAWINGS (ADD. 11)
00993 - 1(,
8.12 Plur:.bing First floor Zone F Housing 1 Rev 11/11/91
Alternate
8.13 Plur:bing Second floor Zone A 1 Rev 01/09/92
8.14 PI UT:',bi ng Second floor Zone B BG3 10/15/91
8.15 PluJ:ibing 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 D 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 Plunbing Schedules and Details 1 Rev 01/02/92
8.23 Plumbing Riser Diagram 2 Rev 02/07/92
8.24 Plunbing Riser Diagram 1 Rev 01/09/92
8.25 Plurabing Riser Diagram 1 Rev 01/09/92
8.26 Plumbing Riser Diagram BG3 10/15/91
8.27 Plunbing Riser Diagram BG3 10/15/91
8.28 Plur.,bing Riser Diagram BG3 10/15/91
8.29 pluDbing Riser Diagram BG3 10/15/91
8.30 Plur.:bing Riser Diagram BG3 10/15/91
8.31 Plu::-,bing Riser Diagram BG3 10/15/91
8.32 pI UI"_b i ng Riser Diagram 1 Rev 11/1]/91
8.33 Plunbing Riser Diagram BG3 10/15/91
8.34 PluI"bing Riser Diagram BG3 10/15/91
8.35 PluI":bing Kitchen Plan 1 Rev 01/02/92
05/02/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
00993 - 11
8.36
9.01
9.02
9.03
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
10.02
05/02/92
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 D 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 D Housing
piping Plan Mezzanine Level Zone E Housing
piping Plan Mezzanine Level Zone F Housing
Alternate
Not Used
Not L!sed
Fuel oil Details
piping Diagrams
Not Used
HVAC Plan Ground Floor Zone B
BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
1 Rev 01/02/92
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/"~
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
BG3 10/15/91
00993 - 1
10.03 HVp.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 J1VAC 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 D 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 HV7>.C Plenum Plan Zone F Housing Alternate BG3 10/15/91
10.22 ~,Tot 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\>JINGS (ADD. 11)
00993 - 13
10.27
Not Used
10.28
Enlarged Mechanical Room Plan
10.29
HVAC Details
10.30
HVAC Details
10.31
HVAC Details
10.32
HVAC Schedules
10.33
HVAC Schedules
10.34
HVAC Schedules
10.35
Central Plant Control Diagrams
10.36
HVAC Temperature Control
10.37
HVAC Smoke Control
11.00
Electrical Symbols and Notes
11.00A
Electrical site Lighting Plan
11.01
Power and Lighting Plan Ground Floor
Zone A
11.02 Power and Lighting Plan Ground Floor
Zone B
11.03 Power and Lighting Plan Ground Floor
Zone C
11.04 Power and Lighting Plan Ground Floor
Zone D Housing
11.05 Power and Lighting Plan Ground Floor
Zone E Housing
11.06 Power and Lighting Plan Ground Floor
Zone F Housing Alternate
11.07 Power plan First Floor Zone A
11.08 Lighting Plan First Floor Zone A
11.09 Power plan First Floor Zone B
11.10 Lighting Plan First Floor Zone B
BG3 10/15,
BG3 10/15/91
BG3 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
BG3 10/15/91
BG3 10/15/91
1 Rev 02/07/92
BG3 10/15/91
1 Rev 01/02/92
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
2 Rev 03/04/92
BG3 10/15/91
2 Rev 03/04/92
BG3 10/15/91
00993 - Ii.
05/02/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 11)
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 Floor Zone D 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 Second 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 0 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 D 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 D
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.~9
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 D
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 1
Electrical Riser Diagram Part 2
Electrical Schedules and Details
Electrical Schedules and Details
Electrical Schedules and Details
Electrical Schedules and Details
Electrical Sc~edules and Details
Electrical Schecules and Details
Not Used
12.01 Communicatic~s Plan Ground Floor Zone A
12.02 Communications Plan Ground Floor Zone B
12.03 Communicatio~s Plan Ground Floor Zone C
12.04 Communicatio~s Plan Ground Floor Zone D
Housing
12.05 Communicatic~s Flan Ground Floor Zone E
Housing
05/02/92 BG-3 SCEEDi.-LE OF DRA\<JINGS (]I.DD. 11)
BG3 10/15, .L
BG3 10/15/91
1 Rev 01/09/92
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 01/02/92
1 Rev 11/11/91
BG3 10/15/91
5 Rev 03/0'*/92
1 Rev 11/11/91
2 Rev 01/09/92
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
1 Rev 03/04/92
BG3 10/15/91
BG3 10/15/91
00993 - 1L
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
05/02/92
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 D
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 D 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
BG-3 SCHEDULE OF DRA\\1INGS (ADD. 11)
00993 - 17
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
05/02/92
Security Plan Ground Floor Zone E Housing
1 Rev 12/20/91
Security Plan Ground Floor Zone F Housing
Alternate
1 Rev 12/2(
1
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 D 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 D 3 Rev 03/04/92
Housing
security Plan l1ezzanine Level Zone E 3 Rev 03/0'" 'Q2
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 Floor Zone C BG3 10/15/91
Fire Protection Ground Floor Zone D 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
1-.1 ternate
BG-3 SCHEDULE OF DRA\HNGS (ADD. 11)
00993 - H
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 D 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 Me z z . Level Zone D Housing BG3 10/15/91
13.17 Fire Protection Hezz. Level Zone E Housing BG3 10/15/91
13.18 Fire Protection l1ezz. 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 5G3 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 00342
SCOPE OF WORK
Bid Package No. 42
Asphaltic Concrete Paving
1.1 General Scope
Provide all labor, supervision, 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
02510
02580
Asphaltic Concrete Paving
Pavement Marking
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 procured 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 Contractor shall maintain As-Built drawinqs. (Record
Drawings per section 01720), of his work progression. A
50% progress of field work submittal, will be required.
.3 Provide, replace, and maintain any safety rails and
barricades as necessary during the process of work, or
during deliveries of materials or equipment.
03/11/92
ASPHALT SCOPE OF WORK (ADD. 8)
'00342 - 1
.4 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 CM, which will be at or near the
completion of the project. Contractor shall clean up
concrete splatters from adjacent surfaces.
.5 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 finalL
composite installations.
.6 Contractor shall coordinate all required testing and
provide adequate access in order to facilitate all
testing to the requirements of the contract documents.
.7 All incoming materials and equipment shall be coordinated
with other trades and the CM is to be notified, in order
that proper laydown, stag ing and stocking 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 stringent
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 contact areas and
perimeters, and of the requirement for security devices,
fasteners, connectors, and any other work associated with
this bid package scope of work, in order that proper care
and construction is performed in accordance with the
standards and guidelines set forth by the regulatory
agencies governing jails.
.10 Base will given to contractor at grade, and contractor
shall verify elevations and dimensions, and touch-up base
as necessary to provide line and grade for the
installation of this contractor's finish (asphaltic
concrete paving). Contractor shall touch-up grading
around inlets, in order to properly receive any paving or
03/11/92
ASPHALT SCOPE OF WORK (ADD. 8)
00342 - 2
other finish work.
Disregard the notes on the drawings which mention Bid
Group 1 subgrade elevations. Basis of bid is that
contractor shall receive sub-grade for Bid Group 3 as
follows:
a. Bottom of soil cement base;
b. Bottom of topsoil elevation in landscaped areas;
c. Bottom of concrete for staff parking areas
(underneath building), and all concrete surfaced
and vehicular traffic areas.
.11
Furnish and install soi 1 cement base course,
concrete pavement, and prime and tack coats,
accordance with Section 02510 Asphaltic Concrete
and as indicated on the drawings.
asphalt
all in
Paving,
~.
.12 Furnish and install traffic control markings and parking
stalls, in accordance with section 02580 Pavement
Markings, and as indicated on the drawings. Include all
markings for both asphaltic concrete paving, and portland
cement paving.
.13 Owner Option No. 42-01: Bituminous Treatment
Provide price to place double bituminous treatment, in
the event the owner deletes installation of Portland
Cement Concrete Paving, in all areas except for
sallyport, loading dock, and staff parking apron.
03/11/92
ASPHALT SCOPE OF WORK (ADD. 8)
00342 - 3
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 docu~ent 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.Ol/11/93
c.
start Prefinal Inspections
. o 31Slllil
. 0 7 / 0 1-1!rl
d. project Completion. . . .
03/16/92 MILESTONE SCHEDULE (ADD. 8)
00353 - 1
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.. .. .. ... .. ... ... ... .. .. ... .. ... ... ... ... .. ... ... .. .. .. .. .. .. ." ... - ... .. ... .. .. ... .. .. ... ... .. ... ... ... .. ... ... .. ... ... ... ... ... ... ... ... .. ... ... ... .. ... ... ... ... ... - ... .. .. ... .. ... - .. .. .. ... ... ... ... ... - ... ... .. .. .. .. - ... - ... ... .. - .. ... - ... ... ... - .. .. ... ... .. .. ... ... ... ... .. - .. ... ... .. .. ... .. ... .. .. .. ... .. .. .
lo:onroe COU'1ty. Florida PRI~~VERA PROJECT PLA~~ER Monroe CO'..Tlty De t~t I on F &C I I I ty
RT DATE 190EC91 RUN HO. 50 Monroe County Detention Facility START DATE 1AUG91 FIN DATE 1 ,.
...
16:28
SCHED RE~T . line s~Ip by Kti...Ity code DATA DATE 181< 0\'91 PAGE I/O.
..........- ............ ...............-.....- .... ........-........-...................... .......... .......... ................. -.... ............ ...................... .. ... ... .. .... .. ... ..................... ....... ... .. .... ... ..
ACTIVITY ORIG REM AC11VITY DESCRIPTION SCHEDULED
10 DUR DUR X START fiNISH
.. .... ...... ........... ........................ .............-.........................................-.......-................................................- .. ... ... .. ...... ..... .. - - .. ... ...... ... - ... .. .. .. .. ... ... .. ... ..... .... ... ... ..
.
Site Utili~ies
5 1 0 100 1/1P . Site Utilities 9OC191A 9OCT91A
H25 5 5 0 SW . Zone C - Sub-Slab Sanitary; loading Doc~ 4AAR92 10lolAR92
1>30 5 5 0 sw - Zone C . Storm Drain (JB 28-0 & Upstream) 4XAR92 10lolAR92
B40 5 5 0 sw- Zone C . Storm Drain (Inlet 1-12 & Upstreem 4XAR92 10lolAR92
2000 30 5 83 SW - Utilities . Underground Submittals 13SEP91A 22NOV91
2005 10 10 0 SW - Utilities A/E Apvl of U/G Submittals 25NOV91 9OEC91
2010 15 15 0 SW - Utilities Install Outfall Structures 100EC91 31DEC91
2015 5 5 0 SW - Uti! Itles Instl U/G Temporary Pwr & Tele 100EC91 16OEC91
2020 5 5 0 SW - Utilities Sanitary T/VIk line; Ldg Dock 100EC91 16OEC91
2025 10 10 0 S\l - Ut il itltS _ Remainder of Sanitary Trunk lln 17DEC91 31DEC91
2030 10 10 0 S\l - Utilities Electrical Ductbank and Tele 17DEC91 31DEC91
2035 15 15 0 SW - Utilities Instl Creywater line 2JAII92 22JA~92
2040 15 15 0 S\l . Ut i lit I es Instl Domestic ~ater line 2JAN92 22JAII92
2045 15 15 0 SW . Util ities Inst I Effluent Line 2JAN92 22JAN92
2050 15 15 0 SIJ - Utilities' Instl Gas Line 2JAN92 22JAII92
3005 10 10 0 S\l. Entrance Road - Effluent Line 13JA~92 24JAII92
3010 10 10 0 SW- Entrance Road . Domestle/fW Main 13 J All 92 24JAII92
3015 10 10 0 S'J - Entrance Road' Test/flush/Disinfect D~/F~ 27JAN92 7fEB92
3020 5 5 0 SW- Entra~e Road . Tie-in D~/FW line to FKAA 10FEB92 14FEB92
3050 15 15 0 SW - Utilities - Overhead Power/Telephone line 13JAN92 31JAII92
3055 5 5 0 S\J - Utilities - Temporary Pwr/Tele Startup 3FEB92 7HB92
5000 15 15 0 SW - Utilities - Storm Drain Trunk Lines 17JUN92 8JUL92
5005 15 15 0 S'J - Utilities - SO laterlals & Trench Drain 17JUII92 8JUL92
5010 15 15 0 S'J - Utilities - Sanitary Laterals 17JUN92 8JUL92
Caissons
1025 10 0 100 S'J . Caisson load Test 7OC19'A 17OC191 A
W30 10 0 100 S\l- A/E Review of Caisson Load Test Data 18OCT91A 6NOV91A
1035 40 0 100 S\J- Caisson Rebar Submittals - Start 13AUG91A 6OCT91A
1040 15 0 100 SIJ - Caisson Rebar Submittals' Complete 7OC191A ~19'A
1045 5 0 100 S\J - A/E Review of Caisson ~ebar Submittals 300cT91A 611001A
W50 10 9 10 S\l - Fabricate & Deliver Caisson Rebar 13N0V91A 29110\~1
1055 25 0 100 S\J - vindlObd ~odification Pricing 6OC191A 13110V91A
1060 1 1 0 S\l . BOCC "'pvl of lIindload Change 201l0V9'* 20NO\~1
1100 15 15 0 SIJ . Zone A . Caissons 2DEC91 200EC91
1150 15 15 0 S\J . Zone D - Caissons 23OEC91 14JAII92
1200 10 10 0 S\l - Zone B Caissons 1SJAII92 28JAII92
1250 15 15 0 S~ - Zone E - Caissons 29JAf.l92 18fEB92
BOO 10 10 0 S~ - Zone C - Caissons 19FEB92 3KAR92
Colums
',05 15 15 0 S~ - Zone A - Colurns & Mise Concrete 23DEC91 14JAII92
1110 5 5 0 S~ - Z one A - Verify locations of Colums 'SJAN92 21JAII92
" 15 20 20 0 S\J- Zone A - Colurn Concrete Cure Period 1SJAN92 11FEB92
1155 '5 15 0 S~ - Zone D - Coturns & Mise Concrete 15JAII92 4FEB92
............................. --.......... ..-... --................... -........... --... ............... ............... ...-........ ........... ..-.... ............ -................. -.. ...................... -...... .............
~roe County, Florida
PRlKAVERA PROJECT PLA~~ER
~onrve C<X..nty Detent Ion FacH i
REPORT DATE 19DEC91 RU~ ~O. SO
16:28
SCHED REPORT - li~ skip by activity code
~onrve County Detention Facility
START DATE 1AUG91 fir lE
DATA DATE 18N0V91 FAGt HO.
.......- .... . .. .- . ... .. ... .. .... . .. . -...... ...................... -.. .....- .......... ....... ..... -........... .............-.... ... .. .... .. .. - ... .. . - - ... ... .. .. ... .. . - - .... - .. - .. .. - .. .. -
!-CTIVI TY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 DUR OUR X START fINISH
.....-...- .. ... ........ ... .. .. ...... . .. ... ... -......... .....- -........ -........... ................ -.... -........... -.......... -.. .......... .. .. .. ..... .. .. - .. .. ... .. .. .. ... .. -..-......-.. .. - - .. - .. .. -
Cot\.STn$
1'60 5 5 0 5\0'- Zone 0 - Verify locations of Columns SfEB92 11fEB92
1165 20 20 0 5\0'- Zone 0 Cotumn Concrete Cure Period 5fEB92 3HAR92
1205 10 10 0 5\0'- Zone B - Cotumns & Mise Concrete 29JAN92 11 fEB92
1210 5 5 0 5\0'- Z~ B - Verify locatfons of Columns 12FEB92 18FEB92
1215 20 20 0 5\0' - Zone B - Cotumn Concrete Cure Period 12FE892 10l"AR9Z
1255 15 15 0 $\1- Z~ E - Cotumns & Mise Concrete 19fEB92 10MAR92
1260 5 5 0 $\I . Zone E - Verify locations of Columns l1KAR9Z 17HAR9Z
1265 20 20 0 $\I . Zone E - Column Concrete Cure Period l1KAR92 7APR92
1305 10 10 0 5\0' - Z~ C - Columns & Mise Concrete 4HAR92 I lXAR92
1310 5 5 0 $\1- Zone C - Verify locations of Cotumns 1~R92 24!".AR92
1315 20 20 0 5\0'- Zone C . Cotumn Concrete Cure Period 1I?XAR 9Z 14APR92
1320 20 20 0 $\1- Zone C - F/R/P/C Concrete loading Dock 4.XAR92 311'.AR92
Er~tion Drawings
7020 15 15 0 Pr~ast - CO!LJTn Interface Detaits 21~OV91 120EC91
7030 15 15 0 Fr~ast - Area A . Framing Drewir>9s 21~OV91 120E C91
7040 10 10 0 Pr~ast - Area A - AlE Apvt of Fr~ing Drawings 13DEC91 27OEC91
7100 15 15 0 Pre-cast - "reas B & 0 - Framing Dra~ings BDEC91 6JAH92
7110 10 10 0 Pr~ast - Meas B & 0 . "IE Apvt of Framing Dwgs 7JAH92 20JA~92
noo 15 ~5 0 Pr~ast - Areas C & E . Fr&ming Dra~ings 7JAH92 27JAHn
n10 10 10 0 Ft~ast - Areas C & E - !-/E Apvl of Framing Dwgs 28JAN92 10FEBn
Utilities/Pr~ast Coordination Effort
7005 10 0 100 Coordination !<ethod D~ision 1~OV91A 15HOV91A
7050 20 20 0 pre-cast - Area A - Utl/Pcst Coordination 18~OV91 160EC91
7120 20 20 0 Fre-cast - Areas B & 0 . Utl/Pcst Coordination 17OEC91 1SJAH92
7220 15 15 0 Fr~ast - Areas C & E . Ut!/Pcst Coordination 16J!-H92 SHBn
Detail Drawings
7060 15 15 0 Pr~ast - Area ~ - Cetail Dra~ings 300EC91 20J!-~92
7070 10 \0 0 Fr~ast - Area A - A/E Apvt of Detail Drawings 21JA~n 3H892
7130 15 15 0 Fr~ast Areas B & 0 - Detail Drawings 21JA~n lCFEBn
7140 10 10 0 Pr~as t - Areas B & 0 - AlE Apvl of Detail Dlo'Ss lTfEB92 24fEBn
7230 15 15 0 Precast - Areas C & E Detai l Dra~ings 1HEBn 2)olA~92
7240 10 10 0 Fr~ast !-reas C & E - AlE !-pvl of Detail DW<3s 31'.ARn 1 c......ARn
Fbbr icat ion
7080 20 20 0 Precast Area A - Fabrication 4fEBn 2~.ARn
7090 5 5 0 Precast Area A - Be<3 in Sh i ppi ng to Site 3i'\AR92 9':-.A R 92
7150 20 20 0 Fr(-<ast - Area B - Fabrication 2SFE892 23MAR92
7160 10 10 0 Pr~ast - Area B - 8e<3in Shipping to Site 241'''\R92 6APR92
7170 40 40 0 Precast Area D fabricat ioo 2SFEBn 2CAPR92
7180 10 10 0 Pre<:ast - !-rea D Be<3in Shipping to Site 21APR92 41',A'I'92
7250 25 25 0 Pr~ast - Area C F abr i cat i on 25KAR92 28APR92
726(J 5 5 0 Precast - Area C Be<3in Shipping to Site 29APR92 51',,1..'1'92
7270 40 40 0 Pr~ast !-rea E - fabricatioo I &".AR92 12HAY92
7280 5 5 0 Precast Area E Begin Shipping to Site 13~.A'I'92 l'il-'.A'I'92
.. .......... ......... ........... ............................... M _.......... ........... .......... .................... ................................. -..-....... -... -......... ...... ...-...-.........--............ .............
.Jil.rJnroe CCU"\ty, Florida PRIKAYERA PROJECT Pl~~NER ~onroe County Detention facility
~T DATE 190Ec91 RUN NO. 50 ~onroe County Detention Facility STAAT DA.TE 1AUG91 fIN DATE 1 J'...
16:28
SCKED REPORT . line skIp by activity code DA.iA DA.TE 18!<eV91 PAGE NO. 3
....... ...... .. .. .. .. . ... . --- ................. ....-......... ...............--.. ................... ....-.. ............ - ............-. . .. .. ...... .. .. .. .. .. . . .. .... ... .. .. . .. . . ................... . -
ACTIVITY Ql(IG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START fINISH
..-..- .......- ....... . . .... - . ..... .. .. - .. - ..... .. ........................--..........-........................................-....--- ............... .............. ............... .. . .. .. .. ... .. - -
Pr~ast Erection
10000 40 40 0 Pr~ast - Area A - ErKtion 100R92 4XAY92
20000 30 30 0 PrKast . Area B - ErKtion SMY92 16JUH92
30000 30 30 0 PrKast - Area C - ErKtion 17 JUH92 29JUL92
40000 30 30 0 Precast - Area 0 - ErKtion 5KAY92 16JUN92
50000 30 30 0 PrKast - Area E - Er~tion 17JUH92 29JUL92
Roof
10050 10 10 0 Area A . Roof - Roofing 3JUN92 16JUN92
20050 10 10 0 Area 8 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
S tll i rs
10010 5 5 0 Area A . Temporary Access Stairs 5KAY92 11KAY92
20120 10 10 0 Area B - ErKt Stairs 16JUl92 29JUL92
30080 10 10 0 }.rea C - Erect Stairs 27AUG92 10SEP92
40120 10 10 0 Area 0 - Erect Stairs 16JUl92 29JUl92
43050 15 15 0 Area 0 - 2rd f I ~ HeZl Handrails 6AUG92 26AUG92
43060 10 10 0 Area 0 . 1st Fl - Interior Stai rs 6A.UG92 19A.UG92
50080 10 10 0 Area E Erect Stairs 27AUG92 10SEP92
53050 '5 15 0 Area E - 2nd f l - ~eZ2 Handrails '8$EP92 8OCT92
53060 10 10 0 Area E - 1st fl - Interior Stairs 18$EP92 1OCT92
Elevators
10100 15 15 0 Area A - Elevlltors - ROUSh- in 9JUl92 29JUL92
10' 10 5 5 0 Area A - Elevlltors - Car & Platform 30JUl92 5.lUG92
10120 5 5 0 Area A - Elevlltors - Doors & frames 6.l.UG92 12..AUG92
10130 20 20 0 Area A - Elevators - Construct Cabs & Trim-out 13AUG92 10SEP92
Slab Errbeds
" 000 15 15 0 Area A . 1st Fl - M/E/P/S Slab Embeds 1mY92 2JUN92
12000 20 20 0 Area A - 2nd fl . HIEIPIS Slab Embeds 1 ~"iA Y92 9JUI/92
21000 10 10 0 Area B - 1st Fl - HIE/PIS Slab Embeds 17JUN92 30JUN92
22000 15 15 0 Area B - 2nd F I - H/E/P/S Slab Embeds 17JUN92 8JUL92
31000 10 10 0 Arell C . 1st Fl - H/E/P/S Slab Embeds 30JUL92 12AUG92
32000 15 15 0 Area C - 2nd f l - M/E/P/S Slab EmbedS 22JUl92 11AUG92
41000 15 15 0 Arell 0 - 1st fl . H/E/P/S Slab Embeds 17JL'~92 8JUL92
42000 20 20 0 "rea 0 - 2rd f I - H/E/P/S Slab EmbedS 17JUl\92 15JUL92
51000 15 15 0 Area E - 1st fl - H/E/P/S Slab Embeds 30JUl92 19AUG92
52000 20 20 0 Area E - 2nd fl - H/E/P/S Slab Enbeds 30JUL92 26/.UG92
Slabs
10030 5 5 0 Area A - Roof - Topping i~Y92 2~AY92
11010 10 10 0 Area A . 1stFl - F/R/P/C Slab 3JUN92 16JUII92
12010 10 10 0 Area A . 2rd f l - F/R/P/C Slab 17JUII92 30JUI/92
20020 5 5 0 Area B - Roof Topping 24JUN92 30JU~92
21010 10 iO 0 Area B - 1stFl . flR/P /e Slab 1 JUL 92 i5JUL92
.........- ---.. ....... -........... ---..-...... .-..........- ..--.....-........... -... ........ ....-.............. ................ ...-... ............ ...-.--............... ..-............... .......-.. ....................
Honroe County, Florida
PR 1 KA VE RA f'KOJECT PLAliI,ER
Konroe County Detention Fac!li
REPORT DATE 190EC91 RUII WOo 50
16:28
SCHEO REPORT - lfne skip by activity code
Honroe CC'U""lty Detefltion F&Cility
START DATE 1AUG91 FI~ ~~1E
DATA DATE 1S~0V91 PAC. J.
.......... .. .. .. .. .. .. .. ... .. .. - .. .. .. .. ......-... -...... -................. -........... .......-................. ............-...... ..............- .-............ .. - .. .. . .. .... .. - .. .. ...... ..
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 DUR OUR X START FII/ISH
.. .. .. . .. .. -.. .. .. .. --...... -......................... ........ ..........-......... -.........-..- - ..---- ................ ... ... ...... .. .. - - - . - .. ........ .. - ..... . - .. ...
Slabs
22010 10 10 0 Area B 2nd Fl F/R/P/C Slab 16JUL92 29JUL92
22200 10 10 0 Area B - 2nd Fl - FIR/PIC piers & Supports 30JUL92 1 2AUG92
22300 10 10 0 Area B - 2nd Fl . Insulation Soard & Slab. C\IT l6OCT92 29O<:T92
30020 5 5 0 Area 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 - f/R/P/C Slab 3SEP92 17SEP92
40020 5 5 0 Area 0 Roof Topping 24JUII92 30JUI/92
4Wl0 10 10 0 Area 0 - 1st fl - Form & Rebar for Slab 17JUII92 30JUI/92
41020 10 10 0 Area o - 1st fl - Pour/Cure Slab 9JUL92 22JUL92
42010 10 10 0 Area 0 - 2nd Fl - Form & Rebar for Slab 17 JUII92 30JUI/92
42020 10 10 0 Area 0 - 2nd Fl - Pour/Cure Slab 2.3JUL92 SAUG92
42040 5 5 0 Area 0 2nd fl - Pour E'l'Jip pads 13AUG92 19AUG92
50020 5 5 0 Area E Roof Toppil19 6AUG92 12AUG92
51010 10 10 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 & R~~r for Slab 30JUL92 12AUG92
52020 10 10 0 Area E 2nd F l Pour/Cure Slab 3SEP92 17SEP92
52040 5 5 0 Area E 2nd Fl - Pour Equip pads 2SSEP92 1OC192
Kasonry
11020 5 5 0 Area A - 1st Fl . Layout Part/Set Fro~s/Vnd ~al 17JUII92 23JUli92
11040 15 15 0 Area A 1st Fl - Kasonry . Bathrooms 16JUL92 SAUG92
11050 35 35 0 Area A - 1st Fl Bathroom & Sh~r Tile 6AUG92 24SEP92
11070 20 20 0 Area A - 1st fl Masonry. Offices & Dorm Areas 24 JUII92 22JUL92
12020 5 5 0 Area A - 2nd Fl - layout Partitions/Set FramesIW 1JUl92 8JUL92
12050 15 15 0 Area A 2nd Fl Masonry 9JUL92 29JUL92
12210 15 15 0 Arca A - 2nd Fl - Ceramic Ti Ie 9O<:T92 ~192
20100 10 10 0 Area B Masonry. Stairs 17JUli92 30JUIi92
20110 10 10 0 Arca B - Cure ~asonry . Stairs lJUL92 1SJUL92
21020 5 S 0 Area B 1st Fl layout Part/Set frames/....nd ....al 16JUL92 22JUL92
21040 10 10 0 Area B - 1st Fl . Masonry. BR 6AUG92 19AUG92
21050 10 10 0 ,l.rea B - 1st Fl Ceramic Tile. BR 20AUG92 2SEP92
21070 20 20 0 Area B - 1st Fl . Masonry 23JUL92 19AUG92
22020 5 5 0 A.rea B - 2nd F l - lay-out Part/Set Door Frarres/I/ 30JUL92 SAUG92
22040 10 10 0 Area B 2nd Fl - Kasonry . BR 20AUG92 2SEP92
22050 15 15 0 Area B - 2nd Fl Masonry Support Syst~ Rough- 6AUG92 26AUG92
22060 15 15 0 "rea B - 2nd Fl - Kasonry 6AUG92 26AUG92
22280 10 10 0 "rea B - 2nd Fl . Complete E~terior Masonry 18SEP92 10CT92
30060 10 10 0 Area C - ~asonry . Stairs 30JUL92 1 2.~UG92
30070 10 10 0 Area C Cure Kasonry . Stairs 13AUG92 26AUG92
31020 5 5 0 Area C - 1st fl - Lay-out Part/Set Dr frames/W 27AUG92 2SEP92
31040 15 15 0 Area C - 1st Fl Masonry 3SEP92 24SEP92
32020 5 5 0 .!.rea C - 2nd Fl Layout Part/Set f r a.'7"leS /\Jnd lIa I 18SEP92 24SEP92
32040 15 15 0 "rea C 2nd F l - ~asonry 2SSEP92 1SOC192
~onroc County. Florida
.................... ............ ........... ....-........-............... ..... ........................ ............ ............... ...-................ ........... ...--.. ......-. --... ....... --- ..----...- ................---......... .................-
Monroe County Detention Facility
RT OA1 E j~EC91 RUW HO. 50
'6:28
~~~tD RE~T . line SKip by activity code
.. .... .... ...... 0& ..
ACTIVllY
10
Oi<IG REM
DUR OUR
Masonry
40100 10
40110 10
41030 5
41050 15
41070 10
42030 5
43010 10
43020 25
50060 10
50070 10
5 W>O 5
510i00 15
51050 15
51070 10
52030 5
53010 10
53020 25
Drywall
12030 25
12200 15
Spray-on I~ulatlon
12070 10
120s0 5
nose 10
22090 5
32060 5
32070 5
43070 10
53010 10
Utility ROUSh-in
10020 5
10:)40 5
10263 10
11030 15
"060 20
1 2040 25
12c.."O 1 5
20010 5
20030 5
20~0 10
21C30 10
2~ Co6O 20
22C30 10
PRlKAVERA PROJECT PLA~~ER
Monroe County DetentIon facility
_..- .............---..... ..-.........................................-.....................................................
10
10
5
15
10
5
10
25
10
10
5
15
15
10
5
10
25
x
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
ACTIVITY DESCRIPTION
....-........--............................----...............................-.......
Area 0 - ~8Sonry ~ Stairs
Area 0 . Cure "asonry . Stairs
Area D - 1st Fl . layout Part/Set Frames/~nd ~al
Area D - 1st Fl - Masonry' 1st level walls
Area D . 1st Fl . Masonry ~ BR
Area D - 2nd Fl - layout Part/Set FramesfUnd ~8l
Area D - 2nd Fl - Masonry - 2nd level
Area D - 1st Fl - High Bay Masonry Valls
Area E - Masonry ~ Stairs
Area E - Cure Masonry' Stairs
Area E - 1st Fl - layout Part/Set Frames/Vnd Val
Area E . 1st Fl - Masonry Support Systems R/I
Area E - 1st Fl . Masonry - 1st level walls
Area E - 1st Fl Masonry Q BR
Area E - 2nd Fl - layout Part/Set Frames/Vnd ~al
Area E - 2nd Fl . Mas6nry - 2nd level
Area E - 1st Fl - High Bay Masonry ~alls
Area A - 2nd Fl - Drywall Framing
Area A - 2nd Fl Drywall/Tape/Plaster Valls
Area A - 2nd Fl - Spray' on Insulation - Prep
Area A - 2nd Fl . Spray-on Insulation - Spray
Area 8 - 2nd Fl - Spray-on Insulation. Prep
Area B - 2nd Fl - Spray-on Insulation
Area C - 2nd Fl . Spray-on Insulation Prep
Area C - 2nd Fl - Spray-on Insulation' Spray
Area D - 2nd Fl - Spray-on Insulation
Area E - 2nd Fl Spray-on Insulation
Area A - Roof Penetrations & ~oof Acc~sories
Area A - Roof Curbs
Area A - Roof Roof Drainage
Area A - 1st fl . Plumbing R/I << Bathrooms
Area A - 1st Fl Masonry R/I Support (~/E/P/S)
Area A 2nd Fl - Masonry R/I Support (M/E/P/S)
Area A - 2nd Fl Ceiling Anchors & Hansars
Area B - Roof - Penetrations & Roof Accessories
Area B Roof Curbs
Area B - Roof Drainase
Area B 1st Fl - Plumbing Rough-in ~ BR
Area B - 1st Fl . ~asonry Support, Systems R/I
Area B 2nd Fl Plumbing ~ough-in Q BR
SlART DATE 1AUG91 FIN DATE 1JV.
DATA DATE 1~0V91 PAGE NO. 5
SCHEDULED
START FINISH
17JUN92
1JUl92
23JUL92
30JUL92
20AUG92
6AUG92
3SEP92
bAUG92
30JUl92
13AUG92
3SEP92
11SEP92
11SEP92
2SSEP92
laSE?92
9O<:T92
1eSEP92
30JUN92
1SJUL92
29JUL92
19 AUG92
2SEP92
12AUG92
17SEP92
10SEP92
1 2AUG92
26AUG92
1 OSE P92
1OC192
1OCT92
BOCT92
24SEP92
22OCT92
22OCT92
9JUL92 12AUG92
1aSEP92 BOCT92
30JUl92
13AUG92
6AUG92
27AUG92
9O<:T92
16OCT92
2OCT92
6!i0V92
12l'J.Y92
27MAY92
1~AY92
24JUN92
24 JUN92
9JUL92
9JUL92
17 JUN92
1JUL92
24 JUI/92
23JUL92
23JUL 92
6AUG92
1ZAUG92
19AUG92
19AUG92
2SEP92
1SOCT92
22O<:T92
1SOCT92
19N0\l92
1exAY92
2JUII92
2JUH92
15JUl92
22JUl92
12AUG92
29 JUl 92
23JUN92
8JUL92
8JUL92
SAUG92
19AUG92
19AUG92
~........ _. _...- .-................ -----..... ............ - -............ ....................... --........... ......-............ ........-----.......... ........... --.... -.................. -... ....-. .....-
KJ()r oe COUlty. Fl or ida PRIKA\~~~ PROJECT PLA~~ER Monroe CCXT1ty D~tentfon Feciti
REPORT DATE 19DEC91 RUN I/O. 50 ~ooroe County Detention Facility START DATE 1AUG91 F11l0ATE
16:26
SCKED REPORT - line s~ip by activity code DATA DATE 1&;01,'91 PAL J.
. ... ... . . .. . ...... - ..................... ......... -.... ......... .....-..... - ........... .................- .............. .................. ....-......- .. ... - . . ... ... ... .. - . . .. . .. . ...............
ACT IVI TY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 DUR OUR X START FI"ISH
.............. ........... ... .. .. .. .. .. ..... ... ... ..... ..--...... ............. .......... -... -..-....--... ...............-.......... .....- ............. .. . . .. ... ........ --.......... . . . ... . .. .. .
Utility Rough-in
30010 5 5 0 Area C - Roof - Penetration & Roof Accessod es 30JUL92 5AUG92
30030 5 5 0 Area C Roof Curbs 13AUG92 19AUG92
30040 10 10 0 Area C - Roof Drainage 6AUG92 19AUG92
31030 15 15 0 Area C . 1st ft - ~asonry Support - Systems R/I 3SEP92 24SEP92
31070 15 15 0 Area C - 1st Fl - PIUTbing R.ough- in .. BR 3SEP92 24SEP92
32030 15 15 0 Area C - 2rd F t ~asonry Support. Systems R/I 25SEP92 15OCT92
32050 10 10 0 Area C - 2r>d F t - Ceiling Anchors & Hangers 25sEP92 80C T 92
32100 10 10 0 Area C - 2rd Fl - Plumbing Rough-in; BR 2SSEP92 80C T 92
40010 5 5 0 Area D - Roof - P~tratfons & Roof Accessories 17 JUH92 23JUN92
40030 5 5 0 Area D - Roof Curbs 1JUL92 8JUL92
40040 10 10 0 Area 0 - Roof DralMge 24JUN92 8JUl92
"'040 15 15 0 Area D - 1st Fl - Masonry Support Systems R/I 30JUl92 19."UG92
41060 10 10 0 Area D - 1st Ft - Plumbing Rough-in.. Sr 30JUL92 1 ZAUG92
43000 10 10 0 Area D - 2rd Fl - Masonry Support Systems R/I 3SEP92 17SEP92
43030 10 10 0 "rea D - 2rd Fl - Ceiling/PI~ Hangers & Sprts 18SEP92 1OCT92
50010 5 5 0 "rea E - Roof - P~tr8tions & Roof Accessories 30JUl92 SAUG92
50030 5 5 0 "rea E - Roof Curbs 13AUG92 19AUG92
50040 10 10 0 Area E - Roof Drainage 6AUG92 19AUG92
51060 10 10 0 "rea E - 1st Fl - Plumbing Rough-in il S'r 11 SEP92 24SEP92
53000 10 10 0 Area E . 2rd Fl - ~asonry Support Systems R/I 90C T 92 22OCl92
53030 10 10 0 "rea E - 2nd Fl - Ce;ling/Pl~ Hangers & Spns 23OCT92 5 ~OV92
Bulk Installation of Utilities
11080 25 2S 0 Area A . 1st Fl- HYAC Ductwor~ Bulk Instl 23JUl92 26....UG92
"'00 25 25 0 Area A - 1st Fl - KYAC Piping Sulk Instl 23JUL 92 26AUG92
11120 25 25 0 ....rea A - 1st Fl - Plumbing Bulk Instl 23JUL 92 26AUG92
11140 25 25 0 Area A - 1st F I - Pwr/ltg Conduit Bulk Inst 23JUl92 26AUG92
11160 25 25 0 Area A - 1st Fl Sec/C~ Conduit Bulk Install 23JUL92 26AUG92
11180 25 25 0 Area A - 1st Fl - Fire Protection Bulk Instt 23 JUl92 26AUG92
12090 20 20 0 Area A - 2rd Fl - KYAC Ductwork Bulk Instl 20AUG92 17SEP92
12100 15 15 0 Area A 2rd Fl - HYAC Piping Sulk Instl 20AUG92 10SEf>92
12110 '5 15 0 "rea A - 2rd Fl - Plumbing Bul~ Instl 20AUG92 10SEP92
12120 15 15 0 Area A - 2rd Fl - Pwr/Ltg Cooduit Bul~ Instl 20AUG92 10SEf>92
12130 15 15 0 "'rea A - 2nd F I Security/Comm Conduit Bul~ Ins 20AUG92 10SEf>92
12140 15 15 0 Area A - 2nd Fl - Fire Protection Bulk Instl 20AUG92 1CSEP92
21080 15 15 0 Area 8 1st Fl - KYAC Ductwork - Bulk Install 20AUG92 1 CSE P92
21090 5 5 0 Area B - 1st Fl - HVAC Piping - Bul~ Install 20AUG92 26AUG92
21'00 10 10 0 Area S 1st Fl - Plumbing - Bul~ Install 20AUG92 2SE?92
21110 15 15 0 Area B - 1st Fl - P~r/ltg C~Jit - Sulk Install 20AUG92 10SEP92
21120 10 10 0 Area B - 1st Fl - Sec/Comm Conduit - Bulk lr6tal 20AUG92 2Sf.P92
21130 10 10 0 Area B - 1st Fl - fire Protection - Sul~ Install 20AUG92 2SEP92
22100 10 10 0 Area S - 2nd Fl - KYAC Ductwork - Bul~ In5tall 3SEf>92 17SEP92
22110 15 15 0 Area B - 2nd F I - HYAC Piping - Sulk Install 3SEP92 24SEP92
22120 10 10 0 Area S - 2rd Fl - Plumbing - Bul~ Installation 3SEP92 17SEf>92
I'."M~"""
........ ....... ....................... ....... -- - ............. ..... ........ ....... .......... ................... ........... .....- ...-..... .......-.......... ....... ........................... ........ .........-........-................. ..........
Konroe County, Florida
PRIKA'~RA PROJECT PL~~~ER
l4onroe County Detent ion Feci lit)'
1H D.A.1E 1 S';)E 1:91 RUN 110. 50
16:28
._~EO REPORT - line skip by activity code
Konroe County Detention Facility
ST.A.RT D.A.TE 1.A.UG91 fIN DATE 1Jl
C.A.TA DATE 18W0V91 PAGE~. 7
............ ....... ... ... ... . .. .. ... . .. ... .. . ... . . .. .. ........ ...... .-......... ..... ..---.......................... ....... ..................-... -..-- . ... . ..... ... ...... -.. ..... - .. - .. - - .. .... . .. ... . . ...... - .
"CT IVITY OR1G REM "CTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START fiNISH
... ... .. ..... -...... -- .. .... - ..... ..................... ...................... ................ ...... .....- ..-..................................... ......... .. ........ .. ..... .. .......-..-.. .................. ........-..-.... - -
Bulk Installation of Utilities
22130 15 15 0 Area B . 2rwj f 1 - Pwr/Ltg Conduit. Bulk Install 3SEP92 24SEP92
22140 10 10 0 Area B - 2rwj Fl - S~/C~ conduit - Bulk Instal 3SEP92 17SEP92
22150 10 10 0 Area 8 - 2rwj f 1 . Fire Protection. Sulk Install 3SEP92 17SEP92
22.310 15 15 0 Area B . 2rwj F 1 - Ancilllary Pipe l6OC192 5N0V92
31050 15 15 0 Area C - 1st Fl - HV"C Ductwork Bulk Install 25SEP92 15OC192
31060 5 5 0 Area C - 1st Fl - HV.A.C Piping. Sulk Install 25SEP92 1OCT92
31030 15 15 0 Area C - 1st Fl . Plumbing. Bulk Install 25SEP92 15OCT92
31090 20 20 0 Area C . 1st Fl - Pwr/ltg Conduit - Bulk Install 25SEP92 22OCT92
31100 20 20 0 Area C . 1st Fl - S~/Comm Conduit - Bulk Instal 25SEP92 22OCT92
31110 15 15 0 Area C - l5tFl . Fire Protection - Bulk Install 25SEP92 15OCT92
32030 15 15 0 Area C - 2rwj F 1 . HVAC Ductwork - Sulk Install 23OCT92 12110'>'92
32090 10 10 0 Area C . 2rwj Fl . HV"C Piping. Bulk Install 2.3O<:T92 51/0'.'92
32110 10 10 0 Area C - 2rwj F 1 - Plumbing - Bulk Install 2.30<:192 5110'.'92
32120 15 15 0 Area C . 2rd F 1 - Pwr/ltg Conduit - Bulk Install 2.3O<:T92 12110v92
32130 10 10 0 Area C - 2rwj Fl . Sec/Comm Conduit - Bulk Instal 2.30<:192 5110V92
32140 10 10 0 Area C - 2rwj f 1 . Fire Prot~tion - Sulk Install 2.30<:192 5110V92
43100 15 15 0 Area 0 . 1st Fl HU Side A . vert chase uti 16OCl92 5100'.'92
4311 0 15 15 0 . Area D - 15tFt . HU Side B - vert chase utl 6II0V92 301/0'>'92
43120 is 15 0 Area 0 - 2rd Ft - HU Side A - horiz chase utl 6110V92 30100\'92
43130 15 15 0 Area 0 - 2rd Fl . HU 1 Side B - horiz chase utl 1 DE 1:92 210EC92
43200 15 15 0 Area 0 - 1st Fl - HU 2 Side C - vert chase utl 16OCT92 51i0V92
43210 15 15 0 .A.rea 0 . 1st Fl . HU 2 Side 0 . vert chase uti 6II0V92 30N0V92
43220 15 15 0 Area 0 - 2..-.:j Fl - HU 2 Side C . horiz chase utl 6II0V92 30NCV92
43 2.3 0 15 15 0 Area 0 -ZrdFl . HU 2 Side D . horiz chase utl 10EC92 210EC92
U~OO 30 30 0 Area 0 - 2~ fl - K~hanical Room Utilities l6OC192 30N0V92
43330 20 20 0 Area D - DcyroomlOffice Utilities 16<Xl92 12HC'".'92
53100 15 15 0 Area E . 1st Fl - HU 3 Side E - vert chase utl 201010.'92 141:>EC92
53110 15 15 0 Area E - 1st fl - HU 3 Side F - vert chase uti 15DEC92 6JAN93
53120 15 15 0 Area E - 2.-.:j Fl . HU 3 Side E - horiz chase utI 1$DEC92 6JAli93
53130 15 15 0 Area E - Zrd FI HU 3 Side F - horiz chase uti 7JAN93 27JAI;93
53200 15 15 0 Area E - 1st fl . HU 4 Side G vert chase ut 1 20NOV92 141:>EC92
53210 15 is 0 Area E . 1st FI . HU 4 Side H - vert chase uti 1SDEC92 6J.JJI93
53220 15 is 0 Area E - 2:-d f 1 - HU 4 Side G horiz chase utI 1SDEC92 6J.JJI93
532.30 15 is 0 Area E - 2~ fl - HU 4 Side H - horiz chase uti 7JAN93 27 JAli93
53300 30 30 0 Area E . Z-.-.:j fl - !/e-chani ea I Room Ut i I it ies 201/0,'92 6JAli93
53330 20 20 0 Area E . DayroomlOffice Util 20NOv92 210EC92
Cei I ing Frar,ing
" 200 5 5 0 Area A - 1st Fl - Ceiling Framing in Al000 27AUG92 2SEr92
11210 5 5 0 Area A . 1st fl Ceil ing Framing in" 1029 3SEI>92 10SEP92
11220 5 5 0 Area A - 1st Fl . Ceiling Framing in ...,039 " SEP92 17SEP92
11230 5 5 0 Area A - 1st fl Ceil ing Framing in "'049 1eSEP92 24SEP92
12150 's '5 0 Area A. 2rd F I . Ceiling Framing 1eSEP92 8OCT92
21 i 40 10 10 0 Area S - 1st Fl . Ceiling Framing 11SEP92 24S[I>92
..... ........ .........-.. ....... _..- -.... ...... ......... .......... -........... -......... ...--...............-... ......... ...... ............ - _.. --..-.......... - ..-.... ....................... ......... ....-.................... ..........-...
Monroe County, Florida
PR1KH'EU PROJECT PLAHIIER
Monroe CC>trlty Detention f&cllit
REPORT DAlE 19OEC91 RUII 110. SO
16:28
SCHED REPORT - line skip by activity code
Monroe County Detention F&cility
START DATE 'AUG91 fIN DATE
DATA DATE 1&.'0\'91 PAGl
........... .......... ........... ......... .. ....... .................- .. .. .. . .. ... .. - .. .. ... . .. .. .... .. . .. ... - .. .. .. .. .. .. .. .. .. ... .. . ... . . ... .. ... - .. .. .. .. .. .. ... .. .. .. .. ... .. .... -............... - .. - - .. .. .... .......... _... .. .
ACTIVITY ORIG HH ACTIVITY DESCRIPTION SCHEDULED
10 OUR DUR X START fll/ISH
.. .......... .......... ....... .....-..........-- ..........- -.... --..................... -.... ...... -.... ..-- -... -.. ....-....- -.. -- ... ... ... ..... .. .. .. ...............-... ....-.....-...- ....------ .
Ceil ing fr/101\ing
22070 '0 '0 0 Area B - 2nd Fl Ceiling Anchors & Hangers 6AUG92 19AUG92
22160 5 5 0 Area B - 2nd fl - Ceiling Framing 25SE?92 1OCT92
31130 5 5 0 Area C - 'st Fl . Cei ling Framing - Start 230C T 9Z 290C T 9Z
31140 5 5 0 Area C - 1st fl - Ceil ing Framing . Coo~1 ete 300cT92 51<0\'92
32'60 '0 '0 0 Area C - 2nd F l - Ceiling Framing 13H0V92 3 o 101 Ov92
43340 '0 '0 0 Area 0 - Ceiling framing 131<0\'92 30"0\'92
53340 10 10 0 Area E - Ceiling Framing 220 E c92 6JAH93
System Drops I Testing / Punch-out
11240 10 10 0 Area A - 1st Fl . Systems Drops - Start 3SE?92 17SEP92
11250 5 5 0 Area A . 1st Fl - Systems Drops - Complete 25SE?92 1OCT92
11260 5 5 0 Area A - 1st Fl . Test Utility Piping Systems 2OCT92 80C T92
11270 5 5 0 Area A . 1st Fl - Punch-out Above Ceiling Vork 90C T 9Z 15OC192
12160 15 15 0 Area A - 2nd Fl - Utility System Drops - Start '8SE?92 BOC192
12170 5 5 0 Arell A - 2nd Fl . Utility System Drops' Cpl 90C T 92 15OCT92
12180 S 5 0 Area A 2nd F I . Test Utility Piping S)~tems 16OC192 22oc192
12190 5 S 0 "rea A 2nd Fl Punch-out Above Ceiling Vork 23O<:T92 29OCT92
21150 10 10 0 Area B - 1st FI . System Drops - Start l1SE?92 24SE?92
21160 5 5 0 Area B 1st Fl . Systems Drops - Complete 25SE?92 1OC192
21170 5 5 0 Area B 1st fl Sys tems Tl."st 2OCT92 BOCT92
21180 5 5 0 Arl."a B - 1st Fl Punch-out 90C 192 15OC192
22170 5 5 0 Area B - 2nd F I Systems Drops 2OC192 80CT 9Z
22400 10 10 0 Ar ea B 2nd fl - Systems Test ~0\'92 19NO\'9Z
22410 5 5 0 Arell B . 2rd Fl - Punch-out 2010/0\'92 30"0'192
31150 5 5 0 Area C - 1st FI - System Drops - Start 300c192 51%v92
31160 5 5 0 "rea C - 1st Fl - Systems Drops - Complete ~ov9Z 1210/0'192
31170 5 5 0 Area C - 1st fI . Systems Test 13H0V92 19110.,92
31180 5 5 0 Area C 1st fI Sys t ero P1J'tCh - out 20110'192 3010/0'192
32170 5 5 0 Area C 2nd FI System Drops Start 13"0'192 191010\192
32180 S 5 0 Area C - 2nd F I System Drops . Complete lDEC92 7DEC92
32190 5 5 0 Area C - 2nd FI System test BDEC92 1 L..D E C92
32200 5 5 0 Area C 2nd fl - Punch-out 15DEC92 21DEC92
43310 5 5 0 Area 0 2rd Fl . Test Systems 22DEC92 290EC92
H~20 5 5 0 Area D 2nd FI - PtrlCh-out 30DEC92 6JAI/93
43350 5 5 0 Area D - System Drops - both floors 1DEC92 7DE e92
43360 5 5 0 Area D Syst~ Test - Dayrm/Off - both floors 8DEC92 HDE e92
43370 5 5 0 Area D Punch-out - Dayrm/Otf - both floors 15DEC92 21DEC92
53310 5 5 0 Area E . 2rd fl . Test Systems 28JAI/93 3FE893
53320 5 5 0 Area E 2nd FI - Pl.J{)Ch-out 4fEB93 lCFES93
53350 5 5 0 Area E - System Drops' both floors 7JAI/93 13JA~93
53360 5 5 0 Area E - Systems Test - Dayrm/Off - both floors 14JAl.;93 20J..I.'i93
53370 5 5 0 Area E Punch-out - Dayrm/Off . both floors 21 JAI/93 27 JJ.1/93
eei lings
11280 20 20 0 Area A - 1st fl . Ceiling Board/Tape/Plaster 16OC192 12"0\'92
~"."'~...
........ ~ ~... ....-.-.. ..",.. -... ___.... ..-...... ....... .....-........o........ .......... ........-......... ..--..- --......... - ............... ..--.......-.. - -...... ....--....... ..............-.................. ............
~roe COo-X'lty, flor ida PRlKAVERA PROJECT PLA~~ER ~onroe County Detention facility
lRT DATE 19OE<:91 RUN HO. 50 ~onroe CO\.X"lty Detention facility START DATE 1 AUG91 fiN DA TE , J1J~
16:28
~,,"(D REt'ORT . Ii r>e skip by activity code DATA DATE '8lI0V91 PAGE 110. 9
.. . . . ....... .. ...... ... .. ... . - ... . .. - . - ..... - . ........-. ..-................- - ...-.................. ....-............... ...............-- .. .. ...... .. . . ... - - . .. .. ..... . .. .. .. .... .. . .. .. .. .... .. .. .. .. - . -
ACT IVIlY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 DUR DUR ~ START fiNISH
.. .. ...... .....-. .... .. .. - .. . - .. ...................... ....-- .....- --... ........ ...........- -... -..... .........--.. ................ ... ... .. ... - ..- .. ... .. .. ...... ... ...........-.... . eo
Ceilings
'2220 '5 15 0 Area A - 2nd Fl - Drywall/Tape/Plaster Ceilings 300<:T92 19HO\'92
2'200 15 15 0 Area B - 1st Fl Ceiling Board/Tape/Plaster 16OCT92 5H0V92
22430 10 10 0 Area B . 2nd Fl - Drywall/Tape/Plaster Ceilings 'DEC92 140EC92
3'200 15 15 0 Area C - 1st Fl - Ceiling Board Tape & Plaster 1DEC92 21DEC92
32410 15 15 0 Area C - 2nd FI - Ceit ings 14JA~93 3fEB93
43330 15 15 0 Area 0 - Drywall/Tape/Plaster Ceilings - both fl 22DEC92 BJAH93
53:>80 15 15 0 Area E _ Drywall/Tape/Plaster CIgs - both floors 28JA~93 17FEB93
\lire Pulls
11300 '0 10 0 Ar'ea A - 1st Fl - Wi re Pulls 13110\'92 30110\'92
12240 10 10 0 Area A - 2nd F I . Wire Pulls 201/0\'92 7tlEC92
21220 15 15 0 Area B - 1st rl \li re Pul l 6110\'92 30N0V92
22450 20 20 0 Area B . 2rod F I - Wire Pull 1S0EC92 BJAN93
31220 15 15 0 Area C - 1stFl . \Ii re Pull 22DEC92 13JA1I93
32400 15 15 0 Area C . 2rod F l . \li re Pull 220 E e92 13JA1I93
43420 10 10 0 Area 0 - \Ii re Pull - start . both floors 3ooEC92 13'JAH93
43430 5 5. 0 Area 0 - \lire Pull . complete - both floors '4J.J.N93 20JAII93
53420 10 '0 0 Area E - \lire Pull - start . both floors 4FEB93 17FEB93
53430 5 5 0 Area E - \lire Pull - complete - both floors 18fEB93 24FEB93
Trim-out Utilities
11330 15 15 0 Area A - 'st Fl M/E/P/S Trim-out 150E(92 6JAN93
12280 15 15 0 Area A - 2nd rl ~/E/P/S Trim-out 22DEC92 13JAN93
21260 15 15 0 Area B . 1st Fl M/E/P/S Trim-out 'SOEC92 6JAN93
22480 10 10 0 Area B - 2nd Fl M/E/P/S Trim-out 28JAH93 'OfEB93
31260 10 10 0 Area C . 1st Fl . ~/E/P/S Trim.out 28JAI/93 , Off 893
32470 10 10 0 Area C - 2nd Fl M/E/P/S Trim-out 4KAR93 , 7l'.I.R93
43470 15 15 0 Area 0 - M/E/P/S trim-out - both floors 4FEB93 24FE893
534 70 '5 15 0 Area E - M/E/P/S trim-out . both floors 1 'KAR93 31 KAR93
Painting
11310 10 '0 0 Area A - 'st Fl Prep for Bulk Painting 13110\192 30H:)\'92
11320 10 10 0 Area A - 1st fl - Bulk. Paint ing 'DEC92 '40EC92
12250 10 10 0 Area A - 2rod Fl - Prep for Bulk Painting 20NO\'92 7tlEC92
12260 '0 10 0 Area A . 2nd FI Bulk Painting 80 E en 21CE(92
21230 10 10 0 Area B - 1st fl - Painting Prep 6110\192 191010vn
21240 '0 10 0 Area B . 'st fl - Bulk Painting 10Ee92 gDEC92
22460 10 10 0 Area B - 2rod fl - Painting Prep 150EC92 290EC92
22470 10 '0 0 Area B - 2rd Fl . Bulk Painting 14JAN93 27JAN93
31230 10 '0 0 Area C - 'st Fl - Painting Prep 22DEC92 6JAN93
31240 10 10 0 Area C - 1st Fl Bulk. Painting 14JA'i93 27 JAH93
32430 10 10 0 Ar ea C 2rd F I . Paint Prep 14JAII93 27JAN93
32440 10 '0 0 Area C 2rd F l - Bulk Painting 4FEB93 17fEB93
0450 10 10 0 Area D Paint prep - both floors 22DE(92 6JAH93
43460 10 '0 0 Area 0 - Bulk Paint both floors 21 JAH93 3fEB93
53450 10 10 0 Area E . Paint prep - both floors 28JAH93 10fEB93
............................................. ........ -. ...... ........- ............................... ..-............... ............ ..... ...-.... ........ ..... ....... -..-.......................-..... ...................... ........... -.....
I'oor ~ COU"lty, F lor Ida
PRI~~vtRA PROJECT PlA~~ER
Mooroe C<XT1ty Cetent 10<1 F&C ill t
RE~T DATE '9DEC91 RUM HO. 50
'6:28
SCHED RE~T - li~ skip by &Ctivity code
Mooroe County Detention Facility
START DATE 'AUG91 FIN ~TE
DATA DATE 1e.!/SI'91 PACl
.. . . .... .......... .. ...... --.................. .. --.............. -......... -...... -. .................. --........ --........ ......-..... .-----..... ... ... .. . - ... - - ... - ... ... ..... .... -..............-
ACTIVIlY ORIG REM ~CTIVITY DESCRIPTION SCHEDULED
10 OUR DUR X START FII/ISH
.. .. -. ... ........ .. ... .. . .. ... .. .. .... ..................... -............. .......... ..--...............-............ -.......... .. ... ... .. ..... .. .. . .... . .. .. - ... ...-....... .....-........
Painting
53460 '0 '0 0 Area E - Bulk Paint . both fl oors 2SfEB93 1OHAR93
77<020 30 30 0 Painting - Interior Touch-lop (start) 18XAR93 28APR93
77030 '0 '0 0 Painting - Interior Touch-lop (c~l) 13KAY93 26XAr93
7704 0 60 60 0 Painting - Exterior Building 5FEB93 29APR93
Fi ni shes
1 '290 '0 10 0 ....rea A - 1st Fl . Install Doors & Grills 13HOV92 30HOV92
11 :y. 0 15 15 0 Area A . 1st Fl - Casework 15DEC92 6JAI/93
, i 350 is i5 0 "rea A . 1st Fl - Glazing 1SDEC92 6JAI/93
i i360 is is 0 Area A - 1st Fl - Door Hardware 15DEC92 6J"1/93
113 70 iO 10 0 Mea A - 1st Fl - Floor & ~all Coverir~s 7JA/</93 20JAI<93
12230 iO 10 0 Mea A - 2nd Fl . Instl Doors & Grills 20NOV92 lDEC92
12270 10 10 0 Area A - 2nd f I . Case-..ork 22DEC92 6JA~93
12290 15 '5 0 Area A - 2nd Fl - Acoustical Tile 22DEC92 BJA~93
i2300 15 '5 0 ....rea A - 2nd FI - Door Har~are 22DEC92 13JA1I93
123'0 15 '5 0 Area A . 2nd Fl - Glazing 22DEC92 13JA1/93
12320 is i5 0 Area A . 2nd Fl, floor & Uall Coverings 14JA/</93 3FEB93
21190 10 10 0 Area B 1st fl . rt oor Prep 16OCT92 ~T92
21210 15 '5 0 "rea B - 1st Fl . Doors & Grill~ 6NOV92 301/0V92
2'250 '5 i5 0 Area 8 - 1st Fl . Acoustical Ti Ie , 5DEC92 6JAI/93
21270 '0 10 0 Area B - 1st H - Door Hardware 1SDEC92 29\)E C92
2" 80 iO '0 0 Area B 1st Fl - Glazing 1SDEC92 2YDEC92
2i29O is '5 0 Area B - 1st Fl . floor & Vallcoverings 7JA/</93 27JAI/93
22420 10 10 0 Area B - 2nd fl - Floor Prep 1DEC92 140EC92
22440 10 iO 0 ....rea B . 2nd fl - Doors & Grilles . Install 1SDEC92 290EC92
221,90 5 5 0 "rea B - 2nd fl . Door Hardware 28JAI/93 3fE893
22500 5 5 0 Area B 2rxi f I - Glazing 28JAI/93 3fE893
225'0 5 5 0 Area 8 2nd fl ....coustlcal Ti le 28JAH93 3fE893
22520 5 5 0 Area B 2nd fl - Floor & IJallcoverings 11fEB93 17fEB93
31120 '0 10 0 Area C - 1 st Fl - Ceramic Tile 2SSEP92 8OC192
3"90 10 10 0 "rea C - 1st fl - Floor Prep iDEC92 14DE<:92
312'0 iO '0 0 "rea C - 1st fl - Doors & Grilles 22DEC92 6JAI/93
3' 250 5 5 0 Area C - 15tH - Acoustical Tile 28JAI/93 3FEB93
31270 10 10 0 Area C 1st fl - Door Hardware 28JAI/93 10FEB93
31280 10 10 0 Area C - 1s t Fl - Glazing 28JAIoI93 'OFES93
31m iO 10 0 Area C . 1st Fl - Floor Covering 1 HE 893 24FEB93
32';20 10 '0 0 Area C 2rd Fl - Instal l Doors & Grilles 14JAIo/93 27 JM/93
32450 '0 10 0 Area C - 2rd fl - Seamless floors '8FEB93 3KAR93
32490 10 10 0 Area C - 2r-d fl Other Flooring 4!'AR93 17HAR93
0040 is 15 0 Area 0 ist Fl - Cell Furn; ture 20AUG92 'OSE?92
43045 10 10 0 Area D 2rd fl - Cell furniture iiSE?92 24SEP92
43400 20 20 0 Area D . Cell Doors & .Door frames '6OCT92 i2"0\'92
434'0 10 '0 0 Area 0 . Grout Cell Door Frames both floors i31/0V92 30110\'92
43440 5 5 0 Area 0 . Doors & Grilles - both floors 14JAIo/93 20JA~93
... ... ... .. .. .. . .. .. .. ... .. .. . .. . .. .. ... - .. - ... .. .. . ... - .. ... ... - .. . - - - .. .. .. ... .. - .. .. - .. ... .. - ... .. . ... .. ... . - ... .. .. ... .. ... - ... .. .. .. .. ... - .. - - - ... ... ... .. - - - - .. - - .. - ... - - ... .. .. ... ... ... .. ... .. . .. .. - .. ... ... ... - - _. . ... ... - .. - ... - - - ... .. ... . ..
_~roe Ccx.nty, Florida
PRIK~YERA PROJECT PLAWNER
~onroe Covnty Detention Facility
:lRT D~TE 19Nc91 RUN NO. 50
16:28
_~~ED REPORT' line skip by activity code
~onroe County Cetention facility
START DATE 1~U~1 FIN DATE '"
DATA DATE 1Sw0V91 PAGE 110.
.. .. .. -... - - .... . ........................ ...-.......... .......-..-............. - -... -..................... ......-.... -- ................ .. .. .. ... .. .. .... ................... .. .. .. - - .... ... .. - - . .. .. .... ...
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FII/ISH
....-..- ........- .....-........--.. .....................-..-..........--...................................-.................... .. .. .. .... .. .. .. .................. ................. .... .. .. .. ........ ..
Finishes
43480 15 15 0 Area 0 . Casework - both floors 4FE893 24FE893
43490 15 15 0 Area 0 - elazlng - both floors 4FE893 24FEB93
43500 15 15 0 Area 0 - Door Hardware - both floors 4FE893 24fE893
43510 15 15 0 Area 0 . Acoustical Ceiling - both floors 4FEB93 24FE893
43520 10 10 0 Area 0 - Floor prep - both floors 4fEB93 17FEB93
43530 10 10 0 Area 0 - Floor covering. both floors 25fEB93 10HAR93
53040 15 15 0 Area E - 1st FI - Cell Furniture 20CT 92 22OCT92
53045 10 10 0 .&.r e a E - 2nd Fl - Cell Furniture 23OCT92 5NOV92
53400 20 20 0 Area E - Cell Doors & Door fromes - both floors 2CwOVn 21DEC92
53410 10 10 0 Area E - Grout Cell Door frbmeS - both floors 22DEc9Z 6JAN93
53440 5 5 0 .J.rell E . Doors & Grilles' both floors 18FEB93 24FEB93
534S0 15 15 0 .&.rea E - Cas~rk - both floors 11 !".AR93 311'1.AR93
53490 15 15 0 .&.rea E - Glating - both floors 11!".AR93 31KAR93
53500 15 15 0 Area E - Door Hardware - both floors 11KAR93 31KAR93
53510 15 15 0 Area E .J.coustlcal Ceiling - both floors 11KAR93 31KAR93
53520 10 10 0 Area E - Floor prep - both floors 11".AR93 24KAR93
53530 10 10 0 Area E - Floor covering - both floors lAPR93 14APR93
Electrical Equipment
20350 15 15 0 Area B - Switchgear - Generate P.O. BJAN92 31J~JI92
20J60 5 5 0 .J.rea B SI/Itchgear . SelKt Vendor 3fEB92 7FEB92
20370 1 1 0 Area B - Swl tchgear - Issue PO 10fEB92 10FEB92
20380 70 70 0 Area B - SI/i tchgear - Fab & Delver 1HEB92 1f.."'.A'l'92
20400 15 15 0 Area B - Emerg Gen - Generllte P.O. 13JA1-/92 31J,l..N92
204 1 0 5 5 0 Area B - Emerg Gen - Se{e-ct Vendor 3FEB92 7fEB92
20420 1 1 0 Area B . Emerg Gen . I ssue PO 10fEB92 10FE892
20430 120 120 0 Area B - Emerg Gen - fab & Deliver 1HEB92 29Jf.',92
20450 15 15 0 Area B . UPS System . Generate P.O. 13JAN92 3'JAN92
20460 5 5 0 Area B - UPS Systena - Select Vendor 3FEB92 7FE892
204 70 1 1 0 Mea B UPS System I ssue PO 10H392 lorC',2
20f..80 145 145 0 Area B UPS System . Fab & Deliver 11FEB92 2SE?92
~echanical Equipment
20200 15 15 0 Area B M - Generate P.O. 13JAII9Z 31JAN92
20210 5 5 0 Area B CVT - Select VerOor 3fEB92 7fE892
20220 1 1 0 Area 8 . CVT . Issue PO 10fES92 'OFEE92
20230 70 70 0 Area B - CVT . Fab & Deliver 11FEB92 lel/.A y92
20250 15 15 0 Area B - Chillers' Generate P.O. 13JAN92 31JAN92
20260 5 5 0 Area 8 - Chi llers - Select Vendor 3fEB92 7FEB92
20270 1 1 0 Area 8 - Chillers . 1 ssue PO 10FEB92 10FE892
20280 110 110 0 Area B - Chillers' Fab & Deliver l1FE892 1SJUL92
20300 15 15 0 Area B . AHU . Generate P.O. 13JAN92 31JAII92
20310 5 5 0 Area 8 AHU . Select VerOor 3fE892 7fEB92
20320 1 1 0 Area 8 - AHU . I ssue PO 10FEB92 10FE892
20330 80 80 0 Area 8 AHU - Fab & Del iver 1 HE892 2JUN92
l<ooroe C(>(..r\ty. florida
... .. -. .. .. ... ... .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. ... .. .. .. .. ... ... .. .. .. .. ... .. .. .. .. .. .. .. ... .. .. .. .. ... .. ... .. .. .. .. .. ... ... .. .. .. .. .. ... ... .. ... .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. ..
Konroe Cexnty DetE:f"\t I on f &<: ill ty
REPORT O~lE 190EC91 RUW NO. 50
16:28
SCHED REPORT - lir~ s~ip by activity code
PRlKA,~R~ PROJECT PlAWWER
l<onroe County Detention facility
START DAlE lAUG91 F1N CAlE lJ
DATA DATE 1&;0V91 P~GE.
---.............. ......--....................--..--......-.............---..............----.... ..-............. -..........--
~CTIVITY
10
ORIG RE14
[)(JR OUR
x
................-.... ..................................---......--..---........-....--.........--........-- .............. -..-...........
l<~henlcel Equipr.~t
22290 10 10
32300 10 10
32.310 10 10
32.320 10 10
32.nO 10 10
32340 5 5
40500 15 IS
40510 5 5
40520 1 1
40530 40 40
50500 15 15
50510 5 5
50520 1 1
50530 40 40
l al.rld ry E qu I pne1"l t
20500 15 IS
20510 5 5
20520 5 5
20530 85 85
(itcheo Equipne1"1t
30100 25 25
30110 5 5
30115 5 5
30120 50 50
30130 15 15
30140 35 .35
.30150 150 150
.32150 5 5
.32480 5 5
Set Equip1leflt
22210 10 10
22220 10 10
22230 10 10
?2240 10 10
22250 10 10
222&0 10 10
22270 10 10
32t.60 15 15
42050 5 5
52050 5 5
Ke-<:hanical System Che-<:k'out
71 005 20 20
n005 20 20
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
& Balancing
o
o
ACllVITY DESCRIPTION
Area B 2nd Fl - Erect ~T
Area C - 2nd fl - Cooler Floors - Install
Area C - 2nd Fl - Cure Floors
Area C - 2nd Fl - Cooler Framing
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 - AHU's - fab & Deliver
Area E - AHU's - G~rete P.O.
Area E - AKU's - Select Vendor
Area E AHU's Issue PO
Area E - AHU's - feb & Deliver
Area B -
Area B .
Area B
Area B
laundry Equip. Generate P.O.
laundry Equip - Select VeN:lor
laundry Equip - Issue PO
Laundry EqJip . Fab & Deliver
Area C - (itchen Equip' Generate P.O.
Area C - (itchen Equip - Steff Revi~
Area C - Kitchen Equip - Award P.O.
Area C . (itchen Equip - Shop Drawings
Area C Kitchen Equip' AlE Revi~ & Approval
Area C - Kitchen Equip - fnl Coord wI others
Area C (itcheil Equip - fab & Del iver
Area C - 2rd Fl - Install Kitchen Hoods
Area C - 2nd Fl (itchen Equiprr~t Trim-out
Area B
Area B -
Area B
Area B .
Area B
Area B -
Area B -
Area C
2nd Fl
2nd Fl
2nd Fl
2nd Fl
2nd F I
2nd fl
2rd F I
- Set ~ Equipment
Set Chiller Equipr.~t
- Set AHU Equiprrent
- Set Switchgear
- Set E~~rgency GeDerator
- Set UPS Sys t em
Set Laundry Equi~t
- Set Ki tchen Equipr.oent
- Set AHU's Dl erd D2
- Set AHU's . El end E2
2rd Fl
Area 0 - 2nd Fl
Area E 2nd Fl
Area A - Mech System Tie-in & Initial HVAC T&B
Area 8 Me-<:h System Tie-in & Initial HVAC T&B
SCHEDULED
STAAT FIWISH
20C T n
16OCT92
300<:T92
BH0V92
1DEC92
15DEC92
BJAII92
3FEB92
10FEa92
11 FEB92
13JAW92
3FEB92
'OFEBn
'1FEB92
13JA1I92
3FEB92
10FEB92
'7FEB92
13JAlln
17FEB92
2UEB92
2XAR92
1 HU.Y92
2JUN92
2JUN92
230CTn
2SAAR93
13AUG92
13AUG92
13AUGn
13AUG92
13AUG92
3SEP92
13Auc92
41o<AR93
20AUG92
2OCl92
'4JA~93
11 FE B93
15OCT92
290<:T92
12)0/0'192
30W0'l92
14DEC92
21 DEC92
3'JA)o/92
7fEB92
1 OFE B92
6APRn
31 JAlo/92
7FEB92
10FEB92
6APR92
31JAII92
7FEB92
14fEB92
1 5 JUfl92
14FEB92
21FEsn
28fEB92
'ClJ.A Y92
1 JUlin
21JUL92
5JAl/93
29OCT92
3 ~ I'.AR93
26AUG92
26AUG92
26AUC)>2
26AUGn
26AUGn
17SEP92
26AUG92
24KAR93
26.AUG92
&:>c 1 92
10fEB93
101'J..R93
.... -... .............. - -...... -..................-o. _.... _._ ...... -o... _..._ .......................... ........... ............... - .... -.........-... - -.... -........ ........ ..... ............ ..... ...........
~onroe County. Florida
PRI~~VERA PROJECT PLA~~ER
Monroe County Detention Facility
RT DATE '90EC91 RUN ~O. SO
16:28
~_..,D REPORT - lir.e sUp by activity code
Konree County Detention Fecility
START DATE 1 AUG91 FIN DATE 1JU
DATA DATE 1B~0V91 PAGE ~O. 13
......-. .. - . . .. ... .. .... . . .. . ... .. __.._... ....-..o. _..Oo.. _....Oo ...... .......... ............ .........-.. ..............-. . .. ... .. ..... .. .. .. . .. . .. .. .. .. ......-........ ..... - - .. .. .. .. .-.
ACTIVITY 0;< I G REM ACTIVITY DESCRIPTION SCHEDULED
10 DUR DUR " START fiNISH
.... .. - .. ............ .. . ... . . .. - ...... - ........ .-...-- ....-..... ..... - - -- ......"'...Oo.... .... ___"'....._ .....'" .. . ... . .... .. .. ....-.........- .. . .. .... . . .. .-....-...... --
~~hanical Syst~ Ch~K-out & Balancing
73005 20 20 0 Area 0 - Mech System Tie-in & Ini t ial KVAC T&8 25 FE B93 24I'.AR93
74005 20 20 0 MetJ C - Kech System Tie-in & Initial KVAC T&.8 1BKAR93 14APR93
75005 20 20 0 Area E I<~h System T ie- in & Ini t i al KVAC T&I 1APR93 28APR93
75500 10 10 0 KVAC System - F insl Test & Balance 29APR93 12KAY93
75600 10 10 0 building 0 & M System - Verification I Checkout 13HAY93 26XAY93
n010 10 10 0 ChloriNte & Flush Drinking ~ater Lines 29APR93 1 2J.'.A Y93
El~trical / S~urity Device Verification
71020 '5 '5 0 Area A Point to Point Device Verification gJAN93 3FEB93
72010 15 15 0 AretJ B - Point to.Point Device Verification 'HEB93 3KAR93
73010 15 15 0 Area 0 - Point to Point Device VerificatIon 25FEB93 17XAR93
740'0 15 15 0 !,rea C Point to Point Device Verification 18.".AR93 7APR93
75010 15 15 0 Area E - Point to Point Device Verification 1APR93 21APR93
Fire Protection Sys tem Fi na I Test
75700 20 20 0 Fi re Prot~tion System - final Testi~ 29APR93 26XAY93
S~urity System Operational Tests
71010 5 5 0 Instl S~uritySystem C~ter Equip; Ctl Roan 1 1F EB93 17FEB93
71015 5 5 0 Lc&d Security System Programs 18FEB93 24fEB93
71025 15 15 0 Area A Security System Operational Tests 2SfEB93 , 7XAR93
72015 15 15 0 Area B S~urity System Operational Tests 4~~R93 24KAR93
73015 15 15 0 Area D Security Syst~ Operational Tests 181'AR93 7APR93
74015 15 15 0 Area C Security System Operational T es ts SAPR93 28APR93
75015 1S 15 0 Area E - S~urity System Operational Tests 22APR93 12KAY93
S~urity System lnt~rated Tests
76000 10 10 0 S~urity System . lntegrated Test (start) 13KA Y93 26AAr93
760'0 20 20 0 S~urity System . Integrated Test (C0091) 27l'AY93 24JU~93
Finel PU"lCh
noso 15 15 0 AlE Building Component Punchout 27KAr93 17JU~93
Owne r I AE Demonstrations\
~ooo 5 5 0 ~~er/AE Der.onstrations & Final ~alkthru 2SJU~93 1JUL93
SECTION 00142
PROPOSAL FORM
Bid Package No. 42
Asphaltic Concrete Paving
BID TO MONROE COUNTY PURCHASING DEPARTMENT
PUBLIC SERVICE BUILDING, CROSS WING,
ROOM 002, 5100 COLLEGE ROAD, STOCK
ISLAND, KEY WEST, FLORIDA 33040
BID FROM: The Brewer Co. of Florida, Inc.
9801 N.W. 106 Street
Miami, Florida 33178
The undersigned, having carefully examined the Work and Drawings,
Specifications, Proposal, and Addenda thereto and other Contract
Documents for the construction of:
Bid package No. 42 Asphaltic Concrete Paving
and having carefully examined the site where the Work is to be
performed, having become familiar with all local conditions
including labor affecting the cost thereof, and having
familiarized himself with material availability, Federal, state,
and Local laws, ordinances, rules and regulations affecting
performance of the Work, does hereby propose to furnish all
labor, mechanics, superintendents, tools, material, equipment,
transportation services, 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.
03/11/92
ASPHALT PROPOSAL FORM (ADD. 8)
00142 - 1
I'Y
PROPOSAL FORM
Lump Sum Base Bid
Note:
Items are 'furnish and install' where
as specified in the Scope of Work.
applicable,
$ 1,000.00
$ 2,400.00
$ 656.00
$ 250.00
$ 58,906.71
$ 4,000.00
$ 4,100.00
$ -0-
1. Mobilization
2. Bond
3. Sales Tax
4. Submittals
5. Asphaltic Concrete Paving
6. Pavement Markings - Asphalt
7. Pavement Markings - Portland Cement
B. Miscellaneous Items (use if work items
cannot be categorized in items 1-7 above)
TOTAL BASE BID, Items 1-8, (figures)
$71,312.71 ~1
----------
----------
TOTAL BASE BID, (words) Seventy One Thousand Three Hundred Twelve
Dollars and Seventy One Cents DOLLARS
9. Owner option 42-01: Bituminous Treatment
Owner option 42-01, (figures)
$ 25,000.00
----------
----------
Owner option 42-01, (words)
Twenty Five Thousand DollarR ann Nn C~~ts
DOLLARS
03/11/92
ASPHALT PROPOSAL FORM (ADD. 8)
00142 - 2
I acknowledge receipt of Addenda No. (s)1,2,3,4,5,6,7,8,9,10,ll,llA,llB,llC,12,l
I have included pages 1-3 of the Proposal Form X , and attached
the required Bid Security X , Lobbying and Conflict of Interest
Clause X, Sworn Statement of Public Entity Crimes X , and Non-
Collus ion Af f idav it X
(Check mark items above, as a reminder that they are included.)
Mailing Address:
9801 N.W. 106 Street
Miami, Florida 33178
Da te: May 14, 1992 Signed:
Phone Number: (305 885-2463
Walter R. Brewer
(Name)
Vice President
(Title)
witness:
03/11/92
ASPHALT PROPOSAL FORM (ADD. 8)
00142 - 3
THE AMERICAN INSTITUTE OF ARCHITECTS
I,
AlA Document A310
.Bid Bond
KNOW ALL MEN BY THESE PRESENTS, that we THE BREWER COMPANY OF FL, INC.
9801 N.W. 106th Street, Miami, FL 33178 (Here msert lull name and address or legalhtleolConlraclor)
as Principal, hereinafter called the Principal, and FIDELITY & DEPOSTT COMPANY OF MARTI.AND
(Here inserl lulrname an-a aaar;,ss or Tegar'ime-oT~ur;'ty)
901 Ponce De Leon Blvd., #700
Coral Gables, FL 33134
a corporation duly organized under the laws of the State of Maryland
as Surety, hereinafter called the Surety, are held and firmly bound unto MONROE COUNTY, 5100
College Road, Public Service Building, Cros\1;iere insert full ,...me and address or legallille of Owner)
Wing, Room 202, Stock Island, Key West, FL
as Obligee, hereinafter called the Obligee, in the sum of
FIVE PERCENT OF AMOUNT BID
Dollars ($ --5%-- ),
for the payment of which sum well and truly to be made, the said P~incipal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents.
W HER E AS, the Principal has submitted a bid for
(Here insert full name, address and description of project)
New Monroe County Detention Facility, Asphaltic Concrete Paving
NOW, THE R EF 0 R E, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract
with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding
or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt
payment of labor and material furnished in the prosecution thereof, or in the ~vent of the failure of the Principal to enter
such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty
hereof between the amount speCified in said bid and such larger amount for which the Obligee may in good faith contract
with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain
in full force and effect.
Signed and sealed this
cf}JAltL (l CJt t'l~/~
day of 19 92
I THE BREWER COMP ~F FLORIDA IN
I~ 'lrinci~
(Witness) _ ~
---.... /! - . //' Walter R. Brewer (Title) Vice. Pre "d
"'-, /' /' . _ - 51 ent
/.1 . / (~~// J FIDELITY & DEpQSI~ COMP~~RYL-L~D
// ~. / ~J~ ~~~> I j->;::::;/(S~Y>: - , (Seal)
. (Witness) ,~/~//'--;~-
D.W. MATSON, ntTitle) ATTORNEY-IN-FACT
14th
(Seal)
AlA DOCUMENT A310 . BLD BOND. AlA ~. FEBRUARY 1970 ED . THE AMERICAN
INSTITUTE OF ARCHITECTS, 173S N.Y. AVE., NW., WASHINGTON, D. C. 20006
1
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE, BAl T1MORE. MO.
K~ow ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the
State of Maryland, by C. M. PECOT, JR. , Vice-President, and C. W. ROBB INS
Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of said Company, which
reads as follows:
"The Chairman of the Board, or the President, or any Executive Vice.President. or any of the Senior Vice. Presidents or Vice.Presidents
specially authorized so to do by the Board of Directors or by the Executive Committee. shall have power, by and with the concurrence of the Secretary
or anyone of the Assistant Secretaries. to appoint Resident Vice. Presidents, Assistant Vice.Presidents and Attorneys.in.Fact as the business of the
Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertakings, recognizances,
stipulations, policies, contracts, agreements, deeds. and releases and assignments of judgements. decrees. mortgages and instruments in the nature of
mortgages, ... and to affix the seal of the Company thereto."
does hereby nominate constitute and appoint
D. W. Matson, III of Miami, Florida........_
ITS true and lawful agent and Attorney-in-Fact, to make, execut~, seal and deliver, for, and on its behalf as surety, and as
its act and deed: any and all bonds and undertak~ngs................................ ~
And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said
Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the
regularly elected officers of the Company at its office in Baltimore, Md., in their own proper persons.
This power of attorney revokes that issued on behalf of D. W. Matson, III, dated,
October 31, 1983.
The said Assistant Secretary does hereby certify that the aforegoing is a true copy of Article VI, Section 2, of the By. Laws of said Company, and is
now in force.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this .............2.!.?L..........day
of .....................J.?_mJ..9:U................... , A.D. 19....~.?.
iT'UUuue~~~::E_=SIT::~~=~_e~~RY~u
"--"" AWtanJ Secretary ~
STHE OF MARYLAND t SS.
CITY OF BALTIMORE }.
On this 2 1st day of January, A.D. 19 85 ,before the subscriber, a Notary Public of the State of Maryland, in
and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice. President and Assistanl Secretary of the FIDWTY ASD
DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument.
and t hey each acknowledged the execution of the same, and being by me duly sworn. severally and each for himself deposelh and saith, that they are
t he said officers of the Company aforesaid. and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the
said 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
nd affixed by Official Seal. at the aty of Baltimore, the day and year first above wfltten.
N~t!f;"[-f.t6:~*ij;i.~~.~..
CERTIFICATE
I, the undersigned. Assistant Secretary of the FIDWTY AND DEPOSIT COMP.'SY OF M.vtYLAND. 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
Vice. President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to
appoint any Attorney.in.Fact as provided in Article VI. Section 2 of the By.Laws of the fiDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND
DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July. 1969.
RESOLVED: "That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore or
hereafter. wherever appearing upon a certified copy of any eower of attorney issued by the Company, shall be valid and binding upon the Company
with the same force and effect as tho~h manually affixed. '
1:'/ TEsTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this ........J.4tb..._ day
of ......___....Ma~...................___........ , 19....9.2.
LI 428a-CIf.
-030-0165
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
[print name of the public entity]
by
Walter R. Brewer,
vice President
[print individual's name and title]
for The Brewer Co. of Florida, Inc.
[print name of entity submitting sworn statement]
whose business address is 9801 N.~v. 106 Street
Miami, Florida 33]78
and (if applicable) its Federal Employer Identification Number
(FEIN) is 59-0558678 (If the entity has no
FEIN, include the Social Security Number of the individual
signing this sworn statement: ) .
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 lIconvictedll 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
1. A predecessor or successor of a person convicted of a
public entity crime: or
2. An entity under the control of any natural person who is
active in the management of the entity and who has been
convicted of a public entity crime. The term "affiliate"
includes those off icers, directors , executives, partners,
shareholders, employees, members, and agents who are
active in the management of an affiliate. The ownership
by one person of shares constituting a controlling
interest in another person, or a pooling of equipment or
income among persons when not for fair market value under
an arm's length agreement, shall be a prima facie case
that one person controls another person. A person who
knowingly enters into a joint venture with a person who
has been convicted of a public entity crime in Florida
during the preceding 36 months shall be considered an
affiliate.
5. I understand that a "person" as defined in Paragraph
287.133(1) (e), Florida statutes, means any natural person or
entity organized under the laws of any state or of the united
states with the legal power to enter into a binding contract
and which bids or applies to bid on contracts for the
provision of goods or services let by a public entity, or
which otherwise transacts or applies to transact business with
a public entity. The term "Person" includes those officers,
directors, executives, partners, shareholders, employees,
members, and agents who are active in management of an entity.
6. Based on information and belief, the statement which I have
marked below is true in relation to the entity submitting this
sworn statement. [indicate which statement applies.]
X Neither the entity submitting this sworn statement, nor
any officers, directors, executives, partners, shareholders,
employees, members, or agents who are active in the management
of the entity, nor any affiliate of the entity has been
charged with and convicted of a public entity crime subsequent
to July 1, 1989.
The entity submitting this sworn statement, or one or
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.
The entity submitting this sworn statement, or one or
03/02/92
PUBLIC ENTITY CRIMES (ADD. 6)
00420 - 2
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 PUB~C ENTITY PRIOR TO
ENTERING INTO A CONTRACT IN EXCESS OF THE T~ESHOLD AMOUNT PROVIDED
IN SECTION 287.017, FLORIDA STATUTES FOR cJd'EddRY TWO 9F ANY CHANGE
IN THE INFORMATION CONTAINED IN THIS F~. ~
,f
(Signature
Da te : May 14, 1992
STATE OF
Florida
COUNTY OF
Dade
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
Walter R. Brewer
(name of individual signing]
who, after first being sworn by me,
affixed his/her signature in the space provided above on this
14
day of May
19 92 . - .
- , . 'li J
ckdYL 12.. cY2~~~~/Jj
, NOTARY PUBLIC
My commission expires:
Notary Public State of Florida at Large
My Commission Expires Aug. 19, 1992
ID: Personally Known
# AA 592620
Form PUR 7068 (Rev. 04/10/91)
03/02/92
PUBLIC ENTITY CRIMES (ADD. 6)
00420 - 3
LOBBYING AND CONFLICT OF INTEREST CLAUSE
SWORN STATEMENT UNDER ORDINANCE NO. 010-1990
MONROE COUNTY. FLORIDA
II The Brewer Co. of Florida, Inc.
(Company)
II
II warrants that it has not employed, retained or otherwise had
act on its behalf any former County officer or employee subject
to the prohibition of section 2 of Ordinance No. 010-1990 or any
County officer or. employee in violation of section 3 of Ordinance
No. 010-1990. For breach or violation of this provision the
County may, in its discretion, terminate this contract without
liability and may also, in its discretion, duct from the
contract or purchase price, or otherwise rec ver, the full amount
of any fee, commission, ~ercentage, gift~1 ov/ onsid ration paid
to the former County off1cer or employe '. I I
/
/ ,.
Signature)
May 14, 1992
Date:
STATE OF
Florida
COUNTY OF
Dade
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
~~a1ter R. Brewer who, after first being sworn by me, aff ixed
his/her signature (name of individual signing) in the space
provided above on this 14 d~f, May. /.. 19. _.92. \
\ w/[~ a. ~lL~CU01
NOTARY PUBLIC
My commission expires:
Notary Public State of Florida at large
My Commission Expires Aug. 19, 1992
ID: Personally Known
# AA 592620
07/25/91 LOBBYING AND CONFLICT OF INTEREST CLAUSE
00425 - 1
Non-Collusion Affidavit
I, Walter R. Brewer of the city of Miami, Florida
according to law on my oath, and under penalty of perjury, depose
and say that;
1. ) I am Vice President of the firm of The
Brewer Co. of Florida, Inc. , the bidder making the Proposal for the
project described in the notice for calling for bids for New Monroe County
Dentention Facility , and that I executed the said proposal with
full authority to do so;
2.) the prices in this bid have been arrived at
independently without collusion, consultation, communication or
agreement for the purpose of restricting competition, as to any
matter relating to such proces with any other bidder or with any
competitor;
3.) unless otherwise required by law, the prices which have
been quoted in this bid have not been knowingly disclosed by the
bidder and will not knowingly be disclosed by the bidder and will
not be knowingly disclosed by the bidder prior to bid opening,
directly or indirectly, to any other bidder or to any competitor;
and
4.) no attempt has been made or will be made by the bidder
to induce any other person, partnership or corporation to submit,
or not to submit, a bid for the purpose of restricting
competition;
STATE OF
COUNTY OF
the statements contained in this affidavit are true and
and made with full knowledge that.M.rn.~be) ounty relies
truth of the statements contained in thV' affi v~t in
contracts for said project.
" '
'j, /
(Signa ure of Bidder)
May 14, 1992
DATE
Florida
Dade
5. )
correct,
upon the
awarding
PERSONALLY APPEARED BEFORE ME, the undersigned authority, _
Walter R. Bre\ver who, after first being sworn by me,
(name of individual signing)
affixed his/her signature in the space
14 day of rv1ay
provided above on this
, 1~..9.L. . (' \
YLft ilL Ie . ~lt( t'/J~./
NOTARY PUBLIC
My commission expires:
Notary Public S~3t.: of rloridJ at Large
My Commission Expires Aug. 19, 1992
1D: Personally Known
# AA 592620
11/20/91
NON-COLLUSION AFFIDAVIT
00430 - 1
SECTION 00440
PROPOSED SUBCONTRACTOR LISTING
1. Subcontractor: Robert I s Traffic Corporation
Address: 1836 N.E. 213 Lane North Miami Beach, FL 33179
Phone: (305) 935-2922
Contact: Linda Levine
Portion of Work:
Pavement Markings
Percentage this proposed Subcontract is of total Bid Price as
delineated on proposal Form: 11 t.
2. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
3. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
4. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
11/20/91
SUBCONTRACTOR LISTING
00440 - 1
THE AMERICAN INSTITUTE OF ARCHITECTS
III
. .. !'
AlA Document A201/CM
CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
for Construction
THIS DOCUMENT 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 9. PAYMENTS AND CO,\;\PLETION
CONTRACT
10. PROTECTION OF PERSONS AND
3. OWNER PROPERTY
4. CONTRACTOR 11. INSURANCE
5. SUBCONTRACTORS 12. CHANGES IN THE \'\ORK
6. WORK BY OvVNER OR BY 13. UNCOVERING AND CORRECTION
SEPARA TE CONTRACTORS OF WORK
7. MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT
MT: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 New York Annue, S.W., Wa;~.:~gton, D.C. 20006.
Reproduction of the material herein or substantial quotation of its provisions without" rillen pe,missior. of the AlA violates
the copyright laws of the U:1ited States and will be subject to legal prosecution.
AlA DOCUMEST A201/CM . GESERAl CO'DlTtONS OF THE COSTRACT FOR COSSTRUCTJON
CONSTRUCTIOS MANAGE\\ENT EDITtOs . JUNE 19&:1 EDITtON . AlAI! . @1980 . THE
AMlRtCAN tSSllTUH OF ..\RCHlTECTS. 1;JS NEW YORK AVE., S.W.. WASHISGTON, D.C. 20006
A201/CM - 1980 1
Acceptance of Defective of Non.Conforming Work. .6.2.2, 13.3
Acceptance of \".'ork ................. .95.5,9.8.1,9.9.1,9.9.3
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
Adder.da, Definition of .............................. .1.1.1
Additional Costs, Claims for ...........................12.3
ADMINISTRATION 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.,9.5.3,9.7.1,9.8.2,9.9.1,9.9.3,9.9.5, 11.3.1, 14.2.2
Applications for Payment,
Project................ .2.3.8,2.3.9,9.3.1,9.4,9.6.1,9.7.1
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
Arbit:ation ....... .2.3.15,2.3.23,6.2.5,7.9,8.3.1,11.3.7,11.3.3
Architect, Oefinition of .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.1
Architect, Extent of Authority....... .2.3,3.4,4.12.8, 5.2, 7.7.2,
8.1.3,8.1.4,8.3.1,9.2,9.3.1,9.4,9.5.3,9.6,9.8, 9.9.1, 9.9.3,
12.1.1,12.1.4,12.3.1,12.4.1,13.1,13.2.1,13.2.5,14.2
Arcrtect, 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
ArcHect's Decisions............. .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's Instructions......... .2.3.16,2.3.19,7.7.2, 12.4, 13.~
Arch.tect'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,
7.7.4,9.4.2,9.6.1,9.9.1
Architect's Relationship with Contractor..... .1.1.2,2.3.5,2.3.6,
2.3.13,2.3.16,4.3.3,4.5,4.7.3,4.12.6,4.18,11.3.6
Architect's Rplationship with
Subcontractors................. .1.1.2,2.3.16,9.5.3,9.5.4
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' Fee5 . . . . . . . . . . . . . . . . . . . . . . . . . . .4.18.1, 6.2.5, 9.9.2
AW2rd of (ep,nate ContractS.............. ............ .6.1.1
A",,:d of Subcontracts and Other Contracts for
Portions of the Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5.2
Bo::er ilnd Machinery Insurance...................... .11.3.2
Bones, lien ....................................9.3.3, 9.92
Bo'-,::s, Performdnce, labor ilnd \Iaterial Payment. . . . .7.5,9.9.3
Bu!::ing Permit....................................... .4.7
Ce::,ficate 01 Substantial Completion... .98.1,9.8.2,9.8.3,98.4
Certificates of Inspection, Testing or Approval........... .7.7.3
Ce'tficates of Insurance....................... .9.3.2,11.1.4
Cenficales for Payment. Project....... .2.3.9,2.3.21,9.4,9.5.1,
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
Cha'lge Orders.............. .1.1.1,2.3.19,3.4,4.8.2.3,4.11.1,
5.2.3,7.7.2,8.3.1,9.7,9.9.3,11.3.1,11.3.5,11.3.7,
12.1,12.2.1,12.3.1,13.1.2,13.2.5,13.3.1
Crange Orders, Definition of ................. . ...... .12.1.1
CHANGES IN THE WORK................. .2.3.19,4.11.1,12
INDEX
Claims for Add,tional Cost or Time.... .8.3.2, 8.3.3, 12.2.1, 12.3
Claims for Damages.............. .6.1.1, 6.2.5, 7.4, 8.3, 96.1.2
Claims ilnd Disputes Between Contractor
and Owner............. .2.3.12,2.3.15,2.3.23,4.18.2,7.9
Cleaning Up................. .............. ...... .4.15, 63
Commencement of the Work, Conditions Relating to .3.2.1,4.2,
4.7.1,4.10,5.2.1,6.2.2,7.5,9.2,11.1,11.3.4
Communications..................... .2.3.2,3.2.6,4.9.1,4.16
Completion,
Conditions Relating to .. .2.3.21, 4.11, 4.15,9.4.2,9.9,13.2.2
COMPLfTlON, PAYMENTS AND..........................9
Completion of the Project, Substantial...... .8.1.4, 9.8.3, 9.8.4,
9.9.4,9.9.5,9.96,13.2.1,13.2.2
Completion of the Work, Substantial....... .2.3.21,8.1.1,8.1.3,
8.2.2,9.8,9.4.2,9.93,11.3.9
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
Concea led Conditions .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12.2
Consent, Written ................... .23.22,4.14.2,7.2,7.6.2,
9.8.1,9.9.2,9.9.3,11.3.9
Construction .~',2nilger, Definition of .....................2.2
Construction .~'.anager's Approval. . .. .......... .4.10.1,4.13.2
Construction Ma:1ager's
Additiona' Services........ .3.4,7.72,13.2.1,13.2.5,14.2.2
Construction .~'2nilger's Authority and Responsibility. . . . .2.3.3,
2.35,2.3.16,2.3.10,2.3.22,4.8.1,4.17.1,4.18.3,
7.7.4,9.2,10.2.5,113.6,12.1.4,14.1.1
Construction ,~'.cnager's Confirmation. . . . . . . . . .. . . . . . . . .9.9.3
Construction ,"'a nager's Consultation with the Architect. ') "I,
2.3.16, .2:1.19, 2.3.21, 3.4.1, 96.1, 9.8.1,12.1.4,12.3.1, .1
Construction ,~'anager's Coordination ilnd Scheduling... .2.3.7,
2.3.17,4.3.1,4.10.1,4.12.4
Construction ",anager's Oecisions ................. .6.3,8.3.1
Construction ,"'.;;nager's Determiniltions . .2.33, 6.3.1, 7.7.2, 8.3.1
Construction f.~anager's Interests...... ......... .11.3.1,11.3.2
Construction I>'.anager's Recommendations... .2.3.8, 2.3.9, 9.3.1,
9.4.1,97.1,9.9.1,12.1.1
Construclion~'2C1ager's Relationship
with Arch:ect ................. . .1.1.2.23.1,2.3.3,2.3.21
Comtruction -",wager's Relationship with Contractor.... .1.1.2,
23.15,2.3.16,3.2.6,42.1,4.33,4.5,4.7.3, 411.1, ~.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,
8.3.1,832,9.4.1,9.5.4,9.8.1,9.9.1,102.6,11.1.4,11.36
Construction ."'.anager's Relationship
with Subcontractors.................. .1.1.2, 2.3.16, 5.3.1
Construction "'2C1ager'~ Review....... ..23.8.23.17,5.2.1
Construction 5:.~edule, Contractor's. . . . . . . . . . . . . . . . . . . . .4.10
Contract, Dek.tlon of . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . .1.12
Contract Admic,istration .......................... .2.3,4.3.3
Contract AW2,d ilnd Execution,
Condilior,s Relating to ..... .4.7.1, 4.10, 5.2, 7.5, 11.1, 11.34
CONTRACT DOCUMENTS ..........:....................1
Contract DOCL -,ents,
Copies FL'Clished and Use of ....~......... .1.3,3.2.5,5.3
Contract Docv,ents, Definition of . . . . . . . . . . . . . . . . . . . . .1.1.1
Contract Moc:cations ..... .. .............. ....... .1.1.1, 12
Contract Sum, Definition of ...........................9.9.1
Contract Terr., c.ation .................................. .14
Contract Time, Definition of .......................... .8.1.1
CONTRACTOR ......................................... of
Contractor, De:inition of ......................... .4.1,6.1.2
Contractor's Ccn~truction Schedule.................... .4.10
2 A201/CM-1980
AlA DOCUMENT A201:CM . GEN[RL.~ CONDll10SS OF THE CO"'R~G fOR COSS1RUClIO",
CONSTRUCTION MA"AG[\\[,"n [Di-rON . ll:SE 1980 [DITION . "I."! . ;S 1980 . THE
AM[RICAN INSTITUH OF ARCHIHCS 1,3) N[W YORK AVE.. N.W.. \\.;SHI"GTON. D.C. X,:o;
~~' ~ L'''' ~
. ~;. --,r, l"-,-: ....,k,
"'~..:: d'.'ilr-le-- II S, (""":"\'r~,:',J- ';'
<:i j~ <:
..... :-. ! (~ I r.-
.- <:..;.r;u:: ~>:-'
Contractor's Employees..... .4.3.2,4.4.2,4.8.1,4.9,4.18,102.1
through 10.2.4, 10.2.6, 10.3, 11.1.1
Contractor's Liability Insurance. . . . . . . . . . . . . . . . . . . . . . . . .11.1
Contractor's Relationship with Archilect ..... .1.1.2,2.3.5,2.3.6,
2.3.13,2.3.16,0.3,4.5,4.7.3,4.12.6,4.18,11.3.6
Contractor's Relationship with Construction Manager. . . . .1.1.2,
23.15,2.3.16,3.2.6,4.2.1,4.3.3,4.5,4.7.2,4.11.1,4.12.4,
4.12.6,4.16.1,4.17.1,4.18,5.2,6.2.1,6.2.2,7.6.2, 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 Re,ponsibility for Those
Performing the \\lork .................... .4.3.2,4.18, 10
Contractor's Review of Contract Documents. . . .1.2.2, 4.2, 4.7.3
Contractor's Right to Stop the Work.................... .9.7
Contractor's Right to Terminate the Contract........ .... .14.1
Contractor's Submittals.............. .2.3.18,4.10,4.12,5.2.1,
5.2.3,9.2,9.3.1,9.8.1,9.9.2,9.93
Contractor's Superintendent. . ., . ., . . . . . . . . . . . . . . . .4.9, 10.2.6
Contractor's Supervi,ion 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, 13 :1
Cost, Definition of ................................. .12.1.4
Cmts ...... .3.4, 482, 4.152, 5.2.3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1,
7.7.2,9.7,11.3.1,11.3.5,12.1.3,12.1.4,12.3,13.1.2, 13.2, 14.2.2
Cutting and Patching oj Work... . . . . . . . . . . . . . . . . . . . . . . .4.14
Damage to the Work........... .4.14.2,10.2.1.2,10.2.7,11.3.1
Damage to Work............ .4.14.2, 4.18.1, 6.2.4, 6.2.5, 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,
7.91,9.2,9.4,9.6.1,9.8.1,12.1.4,12.3.1
Decisions of the Con'tructlon \\anager . . . . . . . . . . . . . .6.3, 83.1
Defective or 'on-Cuniv'f"C.:r;g Work, Acceptance,
Rejection a"d Correc:ion of ..... .2.3.4, 2.3.16, 3.3, 3.4, ";.S,
6.2.2,6.2.3,9.6.1.1,994.2,13
Definitions.............. .1.1,2.1,2.2,3.1,4.1,4.12.1 through
412.3,5.1,6.1.2,8.1,9.1.1,12.1.1,12.1.4
Delays and [xtensions 01 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.
U,e and O\..nersh:~ of ............... .1.3, 32.5, 4.11, 5.3
Ea<,ements .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3.2.3
Emergencies .........................................10.3
Employee<" Contractor's.......... .4.3.2,4.4.4,4.8.1,4.9,4.18,
10.2.1Ihrough 10.2.4, 10.2.6, 10.3,11.1.1
Equipment, labor, Malerials and..... .1.1.1, 4.4, 4.5,4.12,4.13,
4.15.1,6.2.1,9.3.2,9.3.3,9.6.1.3,9.9.2,
10.212,11.3.1,12.1.4,13.2.2,13.2.5,14
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..... .96.1.3,9.9.2,14.2.1
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 !n<.urance ................ .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 Subcontrac1ors and Suppliers........... .5.2.1
Information and Services Req;Jired 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
1!'\5URANCE ......................................9.8.1,11
Insurance, Contractor's Liabi!ity ....................... .11.1
Insurance, Loss of Use................................ .11.4
Insurance, Owner's Liability........................... .11.2
Insurance, Property.............. .................... .11.3
In,urance, Boiler and ,~\ach;r.ery ..................... .11.3.2
In5urance, Special Hazards.......................... .11.3.5
Insurance, Stored Materials. . . . . . . . . . . .. . . . . . .. . .9.3.2,11.3.1
ln5urance Companies, Conse~t to Partial Occupancy.... .11.3.9
Insurance Companies, Seltle~.ent VVith . . . . . . . . .. . . . . . . .11.3.8
Intent oi the Contract
Documents............. .1.2.3, 2.3.10, 2.3.13, 2.3.14,12.4
J;-dere5t ............................ . 78
Interpretations, Written....... .1.1.1,23.1'1', '2'3'1'2','23:;3:12:4
Labor, .\laterials and Equiprr~.,t ...... .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 -'Iaterial Pa~mer.t Bond .......................7.5
la bar D "pules . . . . . . . . . .. ........... . . . . . . . . . . . . . . .8.3.1
laws and Regulations............ .1.3,2.1.1,4.6,4.7,4.13,7.1,
7.6.1,7.7.1,10.22,14
Liens.. ., . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . .9.3.3, 9.9.2, 9.9.4.1
Limltiltions of Authority................. .2.3.2 11.3.8 12.4.1
limitations of liability.......... .2.3.13,2.3.16,2.3.18,3.3,4.2,
4.7.3.4.12.6,4.17 4.18 622 762 942
954,99.4,995,1025,11.12: 11'.3.6
Limitations of Time, Genef<. ....... .2.3.11,2.3.18,3.2.1,3.2.4,
4.2,4.7.1,4.73,412.4,4.15.1,5.2.1,5.2.3,6.2.2,7.4,
7.7,7.9.2, f2, 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
limitatIons of Time, Specli,c ........ .34, 4.10, 7.9.2, 8.2, 8.3.2,
8.33,9:.9.3.1,9.4.1,9.5.1,9.7,11.1.4,11.3.8,
. . . i22, 12.3.1,13.2.2,13.2.7,14.1,14.2.1
llmlta~lons, Statutes of .................. .7.9.2,13.2.2,13.2.7
loss at Use Insufilnce .... ........................... .11.4
AlA DOCUMENT A201/CM . GE~E;:''''l CONDi110SS OF THE CO~ TRACT FOR CO'STRl CTION
CONSTRUCTION \IASAGE'\E'\T EDITION' JUSE 1980 EDITION . ...:....~ . <[ 1930 . THE
A."ERICAN IS<,111L-TE Of ...."CHIHCTS. 173, '\EW YORK AVE. N.\\.. \\....SHISGTO'\. D.C. :>0006
A201/CM-1980 3
\131erials, Lc:00r and Equipment...... .1.1.3, 4.4, 4.5, 4.12, 4.13,
4.151,6.2.1,93.2,9.3.3, 9.6.1.3, 9.9~,
10.2.12,11.3.1,12.1.4,13.22,1325,14
\Iateflal Su;::;:'iers ....................... .4.12.1, 5.2.1, 9.3.3
Meam, ,\1ethds, Techniques, Sequences and
and PrOCedures of Construction. . . . . . . . .2.3.5, 4.3.1, 9.42
Minor Chan~~5 in the Work ................1.1.1, 2.3.19,12.4
MISCELLANEOUS 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 Resp.)nsibility ............................,..,..6.2
t---:on-Conforf:";ng \>\'ork, Acceptance of Defective or .... .. .13.3
t---:otlce, 'vVrl\len .........,. .2.3.11,2.3.15,4.2,4.7.3,4./.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./,9.9.1,9.9.5,10.2.6,11.1.4,11.3.1,
11.3.5,11.3.7,11.3.8,12.2,12.3,13.2.2,13.2.5,14
t---:olices, Pee-cds, Fees and............ .2.3.2, 4.7, 4.13.1, 10.2.2
!'-:otice of Teeling and In'peclions . . . . . . . . . . . . . . . . . . . . . . . .7.7
!'-:otice to PrGceed .......,.................. . . . . . . . . . .8.1.2
Observations. Contractor's. . . .. .. . . . . . . . . . . , . . . . .1.22, 4.7.3
Occup"ncy .........................8.1.3, 8.1.4,9.5.5,11.3.9
On-Site Inspections
by the .;rchitect .......... .2.3.16, 2.3.21, 9.4.2, 98.1, 9.9.1
On-Sile Obs(crvotions by the Architect....... .2.3.4, 2.3.6, 23.9,
7.7.1,7.7.4,9.4.2,9.6.1,9.9.1
Orders, Wr::en ................. .3.3,4.9,12.1.4,12.4.1,13 1
O\\'NER .................................,.....,.......3
O"ner, Dc' '.Iion ..............................,..... .3.1
O"ner, Ink "nation and Services
Requir~:; of the..... _... .3.2, 4.7.1, 6.1.3, 6.2, 9,11.2,11.3
0\\ "er's !\L:cority ........ ......... .2.3.21, 7.7.2,9.3.1, 9.3.2,
9.8.1,11.3.8,12.12,12.1.4
A"" ner's f C :;'"1(ial Cap3briily ..........................3.2.1
O\\'1er's LI2=,1'I)' Insurcnce ......................... .11.2
O"ner's Re'cl;onship \\Ith Subcontractors......... .1.1.2,9.5.4
O,'.ner's RI~'t to Carry Out the Work............. .34.13.2.4
0"'1er'5 Ri(',t to Clea" Lip...................... .4.15.2,6.3
0." ner's R 'S'1t to Per;urcol Work and to
Award Separate Contracts.......................... .6.1
O....r;er.s R;~..t to Ternllr,ate lhe Contract..............., .142
o .'. ~c-r ' R ~ -- I", 'I', the \\0r, . .3.3
O,..nershIP ,,,,d Use or Docurn""ts ............. .1.3,32.5,5.3
Patching 0; '\'ark, Cuttlr.g and........................ .4.14
Pc:e~,ts., Kl-. 2:tlcs and......... ..... .-L17.1
P2",,,,,,nl Dc-d, labur "c,d \1,,;, ,.21........,...,.. ... .7.5
1'2', :~wnt, Cc';raCll)r.s"~';,!:L..I},,", lor .... ..2.3.8, 9,2, 9.3, 9.4,
'l53, "61, 9,7,1, Q,(1,2, 9.9,1,995,1422
Pc\ r:wnt F' 'l'll ('erlii,cale, lOr. ,. . . . . .2.3.'), 2.3.21, 9.4. 9.5.1,
. ' (,5 '5. 961, 9.~1, 9.82. 9.9.1, 993,12.1.4,14.1.1,14.2.2
P;;\nlent, F;; :ure oi ... .... .9.5.2.9.6.1.3,9.1,9.92,14
P;;", men I F -al ..... .,..,..... 2.315, 2.3.21,9.9. 13.3.1
Pc~"!('nt~, "ogre's ......... .~.8, 7.9.3, 9.55, 9.8.2, 9.9.3,12.1.4
PAYMENTS AND CO\\PlETION ..........................9
p,,':"lenls 1: Subc(:;;-drJctors ......... .9.5.2, 9.5.3, 9.5.4, '?6.1.3,
11.3.3,142.1
PJ) ",cnls \'. :thheld .. ...........,.....................9.6
Performance Bond and Labor and ,\1aterial P"yment Bond. . .7.5
Permits, Fees and Notices............. .3.2.3,4,/,4.13,10.2.2
PERSONS AND PROPERTY, PROTECTION OF ............. .10
Product Data, Definition of ......................... .142.2
Product D"ta, Shop Draw ings, Samples and. ,.2.3.18,4.2,1,4.12
Progress "nd Completion. . . . , . . . . , . . . . . . . . . .2.3.4, 79.3, 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 ANO PROPERTY. . . .. . . .. . . . . .10
Record Documents .....,.........,.................. .4.11
Regulations "nd Laws.............. .1.3,2.1.1,4.6,4.7,4.13.1,
7.1, 102.2,14
Rejection of Work.............. .....'... .23.16, 4.5.1, 13.2
Releases of W"ivers and Liens. . . . . . . . . . . . . . . . . . . .9.9.2, 9.9.4
Representations........... .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
Responsibility ior Those Periorming the Work.... .2.3.5,4.3.2,
6.1.3,6.2,9.81
Retainage ..................... .9.3.1, 9.5.2, 9.8.2, 9.9.2, 9.9.3
Re\iew oi Cunlract Docu[:'lents by the Contractor...... .1.22,
42, 4.7.3
Reviews of Contractor's Submittals by Owner and
Architect.............. .2.3.18, 4.10, 4.12, 5.2.1, 5.2.3, 92
Rights and Remedies............ .1.1.2,2.3.15,2316,3.3,3.4,
5.3,6.1,6.3,76,7.9,8.3.1,9.6.1,9.7,
10.3,12.1.2,12.2,13.2.2,14
Ro)alties and Patents................................ .4.17
Safety of Per'ons and Property ........................ .102
Saiety PreC<lutions and Programs................. .2.3.5,10.1
Samples, Definition of .............................. .4123
Samples, Shop Drawings, Product Data and..... .2.3.17,2.3.18,
4.2,412
Samples at the Site, Documenls and. . . . . . . . . . . . .. . . . . . .411
Schedule, Contraclor's Co~,51ruction ........ ......... .4.10
Schedule, Project Con<truction .....,.................. .4.10
Schedule 0: \'alues ........................... . . . . . .9.2
Separale Contracts and Contractors.... .4.14.2,6,11.3.6,13.1.2
Shop Dra\'.ings. Dd,n,t,on .................. ...... .4.12.1
Shop Dr,,\\ Inss, Product D;;ta and Samples............ 2.3.17,
2318.42,~'=
. . . . . . . . . . . . . . . . . . . . . . . .4.13, 62.1
... .122,2.3.4,2.3.21,1.7,98.1,99.1
............. .2.3.4, 2.3.6, 2B, 7.7.1.
7.7.4,9", 2, '1.6.1, 9.9.1
Special In'iKC!ion and Teeling........ ...... .2.3.16,7.7
Spf'Clal HazMC' in'Ulance ..............",..,..,.... .11,3,5
Specificatlc''', .1.1.1,1'4,13
SI;;tules or l,,:.,t,~tons ................... .~.9.2, 1322, 132.7
Slopping the \\crk ...,..........,...... .3.3. 9.1.1, 10.3, 1';.1
Stored ,\late,,;;ls ........... .6.2.1, 9.3.2, 10.2.1.2,11.3.1,132.5
SUBCONTRACTORS ....................................5
Subcontractor'. Det'initlofl oi .......,... .51.1
Subcontractors, Work by . . . . . . . . . . .1.2.4, 2.35, 4.3.1, ~32
Subcontrdctual Rel2tion5 .................. _ . . . . . . . . . . . .5.3
Submittals.......... .... .1.3, 2.3.18, 410, 4.12, 52.1, 5~3,
9.2,9.3.1,9.8.1,9.9.1,9.93
Site, t;se 01..........
Site Inspeclions .....
Site \'lsit5, :;~chitect's .. .
4 A201iC\1~-1980
A.IA OOClJ\UI\T A201,CM. C[':,;l (C"0;110'S Of 1ii[ CO'IR.'\C1 fOR CO"1Rl,CiI0'
CO...';RLC110:--:\~.\'.:~C.[\\[:--:T 1~'i;10'.: . Jl"'~ 10,;0 [DITIO.'.: . .~I.v' . :; ~"C;O . THE
,-\\\:';IC\'.: I~STI1L'H Of .-\RCHIHCTS.1:3S ...[\\ \ORK .\VE.. :--:'\\'" \\'ASHI'C10~ O.C cl';'Yo
- I' ,-
Subrogation, Waiver of ............................. .11.3.6
Substantial Completio~ oi 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
Substantial Complctic''1 of the ProJect, Definition of ...., .8.1.4
Substantial Complelicn of 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.::'.4
Substitution of the Arcr.itect ..............,.......... .2.3.::'3
Substitution of the Comtruction ....1anager ..............2.3.23
Substitutions of Materials....................,.. .4.5, 12.1.4
Sub-subcontractors, Definition oi ...................... .5.1.2
Subsurface Conditions.............................. .12.1.1
Successors and Assigns. . . . . . . '" . . . . . . . . . . . . . . . . . . . . . . ./.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. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .3.2.2, 4.18.3
Taxes ............................................... .~.6
Termination by the Contractor.... . . . . . . . . . . . . . . . . . . . . .1-:.1
Termination by the O'"ner ..........,................. .1~2
Termination of the ,-\.chitect ........................ .2.3.::'3
Termination oi the Construction \Ianager ... ...,...... .2.3.::'3
TERMINA nON OF THE CONTRACT. . . . . . . . . . . . . . . . . . . . . .14
Tests............................... .2.3.16,4.3.3,7.7,9.42
TIME...................... ............................8
Time, Definition of ................................... .8.1
Time, Delays and hlE-roslons of ......... .8.3,12.1,12.3,13::'./
Time Limits, Specific.............. .3.4,4.10,7.92,8.2,8.3.2,
8.3.3,92,9.3.1.9.4.1,9.5.1,9.7,11.1.4,
11.3.8,12.2,12.3.1,13.2.2,13.2.7,14.1,14.2.1
Tille to Work................................. .9.3.2,9.3.3
UNCOVERING AND CORRECTION OF \"'ORK .... . . . . . . . . .13
Unco\'ering of Work. . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . .13.1
Uniorseen 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
Waiver of Claims by the Contractor... .7.6.2,8.3.2,9.9.5,11.3.6
Waiver of Claims by the Owner..... .7.6.2,9.9.4,11.3.6,11.4.1
Waiv(.r of Liens. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.9.2
Warranty 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
\\'ritten 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 :--':otice ...... .23.11,2.3.15,4.2,4.7.3,4.7.4,4.9,4.12.6,
4.12.7,5.2.1,7.3,7.4,7.7.2,7.9.2,8.1.2,8.3.2,8.33,9.4.1,
9.6.1,9.7,9.9.1,10.26,11.1.4,11.3.1,113.5,11.3.7,
11.3.8,12.2,12.3,13.2.2,13.2.5,14
Writte'1 Orders............... ....3.3,4.9,12.1.4,12.4.1,13.1
AlA DOCUME~ T A]Ol,C~\ . CENERA, CO'DI1IONS Of 1 HE CON1RAC fOR CO.NSl RL'C1ION
CO~S1RL:CTIO' .\\"'ACE\lENT EOI':), . JUNE 1980 EDITION' .;;., . <t 1980 . THE
A-'1ERICA!\ I!\STI1UH Of;~CHIHCT' 1~35 ."-'EW YO~K AVE.. N\\'. \\'.S'iINGTON, D.C. :'(1(1()6
A201/CM-1980 5
GENERAL CONDITIONS OF THE CONTRACT FOR ~;~~~c~o~ -1
ARTICLE 1
CONTRACT DOCUMENTS
1.1 DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
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 written 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 the<.e, or any other documents unless specifically enu-
merated in the OIl nu-Contractor Agreement.
1.1.2 THE CONTRACT
The Contract Documents {arm 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 Modification 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 Manager, but the Architect and
the Construction ,\~2nager shall be entitled to perform-
ance of the obligations of the Contractor intended for
their benefit ;,nel 10 enforcement thereof. Nothing con-
tained in the Contract Docu;,wnts shall create any con-
tractual relationship bet\<eerl the Owner, the Construc-
tion Manager or tr.:> Architect and any Subcontractor or
Sub-subcon t r ac tor.
1.1.3 THE WORK
The Work comprise, the completed construction required
of the Contractor by the Contract Documents, and in-
cludes all labor nece<.sary to produce such construction,
and all materials and equipment incorporated or to be
incorporated in such construction.
1.1.4 THE PROJECT
The Project, as def:~ed in the Owner-Contractor Agree-
ment, is the total construction of which the \\lork per-
formed under the Contract Documents is a part.
1.2 EXECUTION, CORRElATION AND INTENT
1.2.1 The Contract Documents shall be signed in not
less than quadruplicate by the Ol\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 r\rchitect
shall identify such Documents.
1.2.2 Execution at the Contract by the Contractor is a
representation that the Contractor has I.jsited the site, be-
come familiar with the local conditions under \,hich the
Work is to be performed, and has correlated personal
observations with the requirements of the Contract Docu-
ments.
1.2.3 The intent oi 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 required unless it is con-
sistent therewith and is reasonably inferable therefrom as
being necessary to produce the intended results. \Vords
and abbrelialions 1\ hich 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 Speciiications into divi-
sions, sections and articles, and the arrangement of Draw-
ings shall not control the Contractor in di\iding the Work
among Subcontractors or in establishing the extent of
Work to be performed by any trade.
1.3 OW~ERSHIP A~O USE OF OOCUMENTS
1.3.1 All Drawings, Specifications and copies thereof
furnished by the. Architect are and sh.}11 remain the prop-
erty of the Architect. They are to be used only Ilith re-
spect to this Project and are not to be llsed on any other
project. V.'ith the exception of one contract set for each
party to the Contract. such documents are to be returned
or sui!ably accounted for to the Architect on request at
the completion of the Work. Submi5Sion or di,t~;bution
to meet ot1lcial regulatory requirements or for ot~er pur-
poses III connection with the Project is not to be con-
<.trued as publication in derogation of the Architect's
common lall cop\fi~'1t or other rescfled rights.
ARTICLE 2
ADMI~ISTRATION OF THE CO~TRACT
2.1 THE ARCHITECT
2.1.1 The Architect is the person lawiullv licensed to
pr~ctice architecture, or an entity lal\ fully 'practicing ar-
chitecture, Idenlif,ed as such in the Ol\ner-Co"tractor
Agreement. The te~m Architect means the r\rchitect or
the Architects autho<zed representative.
2.2 THE CO:-,'STRLCTION MANAGER
2.2.1.The ConstruClon Manager is the per<.on or entity
IdentlTled as such in the Owner-Contractor Agreement.
The term Constructicn Manager means the Construction
.\~anager or the Construction .\1anager's au:~orized
representa!;1 e.
2.3 ADMI:-,'ISTRATIO~ OF THE CONTRACT
2.3.1 The-\rchitect and the Construction ,.\1anager will
AlA DOCUMENT A1011CM . GENERAl CO,'OITlO~S OF THE CO, TRACT FOR CO"<.TRL CIO"
CO"STRUCTIO/'< MASAC,I\E,'n E01110'l . JUNE 1980 EOITION . AiA~ . ':;)1980 . THE
"If RICAN INSTITUTE Of 'RCHITECTS. 1735 NEIV YORK AVE.. N IV.. \\"\SHINGTON, O.C ?1JClO',
A201/CM -1980 6
prOI ide "c~ niq!e' on of the Contract as hereinafter
de5cflbed.
2.3.2 The' 'chilec: and the Conqruction \Ii:n"ger will
be the O\',-,,'r'~ re';::e'l'ntatlle~ during construction end
until final p\ ment to all contractors is due. The Archi-
tect and the Const'..;ction "\anager wrll adl i5e and con-
5ult Ililh tl-e OI\T,er. All irlstructions to the Contractor
,hall be fe,-.'.arded through the Construction .'''Ianager.
The Arlrhitect and :he Co~<.truction Manager I\ill have
authority to 2Ct on tehalf at the 01\ ner only to the extent
prOl'irled ir, the Cc'ntract Documents, unles5 othem'ise
modified bl \\ ritter. In,tl ument in Jccordance 1\ ith Sub-
paragraph: 3.22.
2.3.3 The Construction ,"~anager will determine in gen-
eral that the Work of the Contractor is being performed
in accordariee with the Conlr,Kt Document" and will en-
deavor to g~ard t~,e Owner "gainst defects and deficien-
cies in the Work 01 the Contractor.
2.3.4 The ,.I.,rchitect will visit the site at intervals appro-
priate to the <tate of construction to become generally
familiar wit" the p'8gress and quality of the Work and to
determine in general if the work is proceeding in accord-
ance with :~,e Cont-act Documents. HOI\e\'er, the Archi-
tect will not be required 10 make exhausti\'e or con-
tinuous on-'ite in<;::ections to check the qualil\' or qU2.n-
titl' of the \Vork. On the basis of on-site ob5er..Jtions as
an' architec: the A'chitect will keep the Ol\ner informed
of the pro;'ess oi the \\'ork, and will endea\or to gUMd
the Owner against defects and deficiencie5 in the Work
of the Cont'actor.
2.3.5 Nei:c,er the Architect nor the Construction -'Ian-
ager will be re5po:,'ible for or hale control or charge of
constructic~ mean'. methods, techniques, sequences or
procedure, or for 5afety precautions and programs in
connection \\ ith t~e Work, and neither will be re5pon-
<Ible for tre Cont~actor'5 failure to carry out the Work in
accordance \\ ith :'oe Contract Documents. !'-:either the
Architect r A the Construction Manager will be re,-pon-
sible for O' '-:.111' ccntrol or charge o\'er the act5 or omis-
sions of tre Con:~cctor, Subcontractors, or any of their
agents or EiplO\ee-, or any other persons perfo'l11ing any
of the Wo-"
2.3.6 The.l.,rchitect and the Con'truction ,\\anager 5hall
at all time: 1-1a\'e access to the Work \'.hc!e\er it !' in
preparatio:, and p'ogress. The Contractor ,hail prol Ide
facilities fer 5uch Jcce,s 50 that the Architect and the
Con'truct::, ,\12I'c;er mal' perform their funcI,om under
:he Contre:: Doc -'ent<.
2.3.7 The Const,,:ction Manager will schedule and coor-
dinate the 'Sork ci all contractors on the Project includ-
Ing their ~'e of tCe site. The Construction \Ianager will
keep the Cr,tr2.ccr informed of the Project Construction
Schedule .: enab:" the Contractor to plan and perform
the Work: .oper!\.
2.3.8 ThE Consi,~(\ion Manager will review ail Applica-
:iol15 for F~\ ment ':0\ the Contractor, including final pay-
ment. anc \\ ill 2."e'rnble them with similar 2.pplications
from OthE' contractors on the Project into a combined
Project A> :'icatic- for Payment. The Construction \',3n-
ager will ,cen ~:.'-.e recommendation< to the ..\rchitect
for certific'ion fe- payment.
2.3.9 8a,.:d on tre Architect's observations, the recom-
nwndations ci the Con51ruction ,\IJnager and an el'alua-
tion of the Pr:;ect Application for Payment. the ,.I.,rchitect
will determi~.e the amount owing to the Contr,lctor ?
will issue a P'oject Certific,'\e for P,lyment JI1COlporat, .
5uch amount JS pro\ ided in Paragraph 9.4.
2.3.10 The ;rchitect will be the interpreter of the re-
quirements c: the Contract Docurllents and the judge of
the performa-ce thereunder by both the 0\\ !ler and the
Contractor.
2.3.11 The.....chitect will render interpretations neces-
sary for the ~roper execution or progress of the Work,
with reasonc::Jle promptness and in accordance with
agreed upon rime limits. Either part\' to the Contract may
make written request to the Architect for such interpreta-
tions.
2.3.12 Clairr.s, disputes and other mailers in question
between the Contractor and the Owner relating to the
execution or progress of the \\Iork or the interpretation
of the Contrc.ct Documents shall be referred initially to
lhe Architect for decision. After consultation with the
Comtruction \Ianager, the Architect will render a deci-
sion in writir.g within a reasonable time.
2.3.13 All Ir,:erpretations and decisions of the Architect
shall be con-;stent with the intent of and reasonably in-
ferable from :he Contract Documents and will be in writ-
ing or in graphic form. In this capacity as interpreter and
judge, the Architect will endeal'or to secure faithful per-
formance b\ both the Owner and the Contractor, will not
show partiJli:y to either, and wrll not be liable for the
result of an) interpretation or decision rendered in good
faith in such capacity.
2.3.14 The.l.,rchitect's decisions in matters relating
artistic elieel will be final if comistent with the intent
the Contract Documents.
2.3.15 Any claim, dispute or other mailer in question
between the Contractor and the 01\ ner referred to the
Architect Ih-Cough the Construction ,\\2.nager, except tho,e
relating to ;,:Iistic effect as provided in Subparagraph
2.3.14 and tl-ose which hal'e been \\ailed by the making
or acceptance of final payment .1< prolided in Subp2.ra-
graphs 9.9.4 :hrough 9.9.6, inclu5i\e, <hall be 5ubject to
arbitration L~on the written demand of either party.
HOI\el'er, no demand for arbitration of any such claim,
di<pute or c-:~er matter may be made untrl the earlier of
(1) the date on which the Architect has rendered a \" rit,
ten decision or I}) the tenth da\' after the partie5 have
pre<ented lC,:r e\idence to the ~-ch;:ect or hal'e been
silen a lea' -able opportunlt) to do 50, If the .Archltect
has not renc,::red a written deci5ion by th,lt cate. \\'hen
5uch a \\ritte') decision of the Architect <tates ill that the
deci'ion is :,nal but 5ubject to appeal. and 12) that en\"
demand for arbitration of a claim, dispute or other 1ll2::er
(OIered bl sJh decision must be made within thirtv (:,ovs
after the d2": on which the part\' m,-,\...ing the demand rc-
ceivcs the v. ',lten decision, failure to dem,lnd arbitration
within ,aid :c,rty da) period will result in the .Archilect's
decision be:cming fll1al and binding upon the OV, r,er
and the C("'ractor. If the Architect renders a deci'ion
after arbitrc'::on proceedings have been initi,iterl, 'uch
rlecision m;:', be entered a5 e\idence but \\ ill not 'uper-
sede any ar::itration proceedings unless the decision is
acceptable Ie all partie5 concerned,
7 A201/C\i -1Cl80
~IA DOCl'M(NT A201/CM . GE",ER': CO",DlTIO"'S Of THE CO'.TR~CT fOR CO'.STRLC'IO",
CO~STRL 010"' MANAGE ~\ENT EDi- ,ON . jL:NE 1980 EDITION . AIA@ . is 1980 . ,HE
'''f.RIO'.'. ,'.STITUH or ARCHIHC,- 1:35 '.EI\ )ORK AVE,. ,'.1\', \\,;SHI'.Gl0'., 0 C :"))6
V,'l. P:~P~G !;n!>'~""sed Fl-'::locc:-'. '--- \,i(l~?l::,!: L1 S co(.'r;s~t 12.\'!~ : '~0'~ C __~i~._~l tr 'E-Q21 pr"'.~~cu~ic'r1
2.3.16 The Architect will have autrorit\ to reject Work
"hlch does not conform to the Contract Documents, Zind
to r('quire ~pecrallmpcctlon or tc>tlng. but \lill take such
action only after con~ultation wilh the Con,truction \Ian-
ager. Subject to review by the Architect. the Comtruction
Manager will have the authority to reject Work which
does not conform to the Contract Documents. \-\'Iwnever,
in the Construction .\\anager's opinion. It is com:dered
necessary or advisable for the imp!ement21ion of the in-
tent of Ihe Contract Doculllents. the Con,truction ,\Ian-
ager 1\111 have authority to require ,pecial inspection or
:~sting of the Work in accordance with Subparagraph
7.-:: whether or not such Work be then fabricated, in-
stalled or completed. The foregoing authority of the Con-
struction Manager will be subject to the provisions of
Subparagraphs 2.3.10 through 2.3.16, inclusive, with re-
spect to interpretations and decisions of the Architect.
However, neither the Architect's nor the Construction
Manager'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 authority shall give rise
to anv duly or responsibility of the Architect or the Con-
struction Manager to the Contractor. anv Subcontractor,
anv of their agents or employees. or anv other per"on
performing any of the Work.
2.3.17 The Comtruction Manager will receive from the
Contractor and review all Shop Drawings. Product Data
and Samples, coordinate them with iniormation contained
in related documents, and transmit to the ,-\rchitect those
recommended for approval.
2.3.18 The Architect will review and approve or take
other appropriate action upon the Contractor's submittals
such as Shop Drawings, Product Data and Samples, but
onlv for coniormance with the design concept of the
Work 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 IV ith the Construction
.\\anager, the Architect \\ ill take appropriate action on
Change Orders in accordance 1\ ith Article 12, and will
hale authority to order minor changes in the Work as
prolided in Subpa ragraph 12.4.1.
2.3.20 The Construction Manager \\ ill '11aintain at the
Project ,ite one record copy 01 ail Cont'acts. Drawings.
Specilications, Addenda, Change Orders and other Modi-
iications pertaining to the Project, in good order and
marked currently to record all changes made during
construction, and approved Shop Dral'. ings, Product
Data and Samples. These shall be ala:labJe to the Archi-
teet "nd t!le Contractor, and shall be de!ilered to the
Architect lor the 01\ ner upon completion of the Project.
2.3.21 The Construction I\~anager will 2ssist the Archi-
tect in c0nducting inspections to determine the dates of
Sub;t,1ntial Completion and iinal completion, and will
receive and fon\ard to the Owner for the Owner's review
Ilritten \Iarranties and related documents :equired by the
Contract and assembled by the Contractor. The Architect
will issue a final Project Certificate ior Payment upon
compliance with the requirements of Paragraph 9.9.
2.3.22 The duties, responsibilities and limitatio'15 of
authority of the Architect and the Conqruction ,\\c-.1ger
as the Owner's representatiles during construction a, set
forth in the Contract Documents, will not be modl;-,ed or
extended without written consent oi the OIl ner, the Con-
tractor, the Architect and the Conqruction ,\Iar'.ager,
which consent shall not be unreason,lblv withheld. Fa.lure
01 the Contractor to respond within ten days to a I'. r!ten
request shall constitute consent by the Contractor.
2.3.23 In case of the termination of the emplO\ n~er.t oi
the Architect or the Construction Manager, the O,mer
shall appoint .1n architect or a construction mar:ager
against whom the Contractor makes no reasonable objec-
tion and whose status under the Contract Documents
shall be that of the former architect or construction man-
ager, respectively. Any dispute in connection with such
appointments shall be subject to arbitration.
ARTICLE 3
OWNER
3.1 DEFINITION
3.1.1 The Owner is the person or enlity identiiitd as
such in the Owner-Contractor Agreement. The term
Owner means the 01\ ner or the Owner's autro'ized
representative.
3.2 INFORMATION MW SERVICES REQUIRED OF
THE OWNER
3.2.1 The Owner shall, at the request of the Contractor,
at the time of execution of the Ollner-Contractor .-\:;ree-
ment furnish to the Contractor reasonable evidence- that
the Ollner has made financial arrangements to fulfi!: the
Owner's obligations under the Contract. Unles;; such
reasonable evidence is iurnished. the Contractor i; not
required to execute the Owner-Contractor Agreeme'1t or
to commence the \-Vork.
3.2.2 The Owner shall furnish all SUf\C\< describ~:: the
physical characteristics, legal limitations and utiIitl ~oca-
tions for the site of the Project, and a legal descrip: ~"l of
the site.
3.2.3 hcept as provided in Subpar2graph 4.7.'1 the
Owner shall secure and pay for necessary approvals. ease-
ments, assessments and charges required for the COr'.;:ruc-
tion, use or occupancy of permanent structures c- for
prrmanent changes in existing facilities.
3.204 Inlormation or ~ervices under the O\\ner', citrol
shall be furnished by the Owner with rev;;onable V:-:lpt-
ness to avoid delay in the orderly progre's of the \'.:rk.
3.2.5 L:nless otherwise provided in the Contract Jocu-
ments, the Contractor will be lurnished iree oi c~ ~rge,
,111 copies 01 Drawings and SpeCification, rC'a;;onabi. :lec-
essary for the execution of the \\lork.
3.2.6 The Owner shall forward all instructions ;0 the
Contractor through the Construction Manaser, with '''nul-
taneous notification to the Architect.
3.2.7 The foregcing are in addition 10 other dutie' and
respon~lbilities 01 the Ol\ner enumerated herein a~: es-
pecialll those in respect to \\'ork By 0\1 ner or BI :,cpa-
rate Contractors. Payments and Completion, and i,'":sur-
ance in Articles 6, 9 and 11, respectively.
AlA DOCUME'T A201,CM . GE'"RAL CO'Di~'O'S 0, THE CO'TRACT fOR CO'SiRl'CTIO'
CO:--SH:UCTIO~ MA"'AG[ME~T EDITIO~ . JL:'E 19:') EDITIO~ . AIA<!) . <D 1980 . THE
A,,"RICA:O: "STITLITE Of ARCHITECTS. 1~35 'Ell' \OR~ AVE.. :o:w. WASHI'GTO~. D.C C(>XO;,
A201iCM -1980 8
3.3 OW..dXS RIGHT 10 STOP THE WORK
3.3.1 If the Contractor fails to correct defective \-\lork as
required bl Paragraph 13.2, or persistently fails to carry
out the Work in accordance with the Contract Docu-
ments, the Owner, by a written order signed personally or
by an agent ~peciiically so empowered by the Owner in
writing, mev order the Contractor to stop the \'York, or
any portion thereof, until the cause for such order has
been elimineted; however, this right of the Owner to ~top
the Work ~hell not give rise to any duty on the part of the
Owner to e>..erme this right for the benefit of the Con-
tractor or any other person or entity, except to the extent
required b, Subparagraph 6.1.3.
3.4 OWS[R'S RIGHT TO CARRY OUT 1HE WORK
3.4.1. If the Contractor defaults or neglects to carry out
the Work in accordance with the Contract Documents,
and fails \1 ithin seven days after receipt of written notice
from the Owner to commence and continue correction of
such default or neglect with diligence and promptness,
the O\',ner mav, efter seven days following receipt by the
Contractor of an additional written notice and without
prejudice to any other remedy the Owner may have,
make good such deficiencies. In such case an appropriate
Change Order ~hall be issued deducting from the pay-
ments then or th::reafter due the Contractor the cost of
correcting ,uch deficiencies, including compensation for
the ;\rchitect's and the Construction Manager's additional
sen'ices made r,ecessary by such default, neglect or fail-
ure. Such action by the Owner and the amount charged
to the Contractor are both subject to the prior approval
of the Arcr.itect. after consultation with the Construction
!v1anager. Ii the p~ymcnts then or thereafter due the Con-
tractor are not suHicient to cOI'er such amount, the Con-
tractor shell pI the cU{erence to the Owner.
ARTICLE 4
CONTRACTOR
4.1 DEflSI110~
4.1.1 The Contrector is the person or entity identified as
such in the O\\ner-Contractor ,A,greement. The term Con-
tractor me:of\S the Contractor or the Contractor's author-
Ized repre,entatile.
4.2 RE\IE\\' Of CONTRACT DOCUMlN1S
4.2.1 n." CO""'~c(C[ ,hall carefully study and compare
the Con:'cc\ D:c:.;ments and shall at once report to the
Archdec, .",G ;~e Conqruction \\.1Ilager an) error, ",ccr:-
<i'tency o' oll~."ion that may be discovered. The Con-
tractor she!1 not be liable to the Owner, the Architect or
the Con,(ructior: Manager for any damage resulting from
any such error~. inconsi',tencies or omis~ions in the Con-
tract DocL.~ler.t'. The Contractor shall periorm no portion
of the \\c';'; at anv time without Contract Document' or,
\\ here reC;:Jirec ,o,'rproled Shop Drawings. Product O;;ta
or Sample, ior '~'ch portion of the \\'ork.
4.3 SL'PER\'ISJOS AND CONSTRUCTION
PROCEDL'RES
4.3.1 T:ce Ccw,tractor ,hall supervise and direct the
Work. u' '1;'; tr-e Contractor's best skill and attention. The
ContrJc:or ~,h:o!! be solely responsible for all construction
means, rrethoc'. techniques, sequences and procedures:
and shall coordinate all portions of the Work under the
Contract, subject to the Ol'erall coordination of the Con-
struction \1anager.
4.3.2 The Contractor shall be respc)nsible to the Own~.
for the acts and omissions of the Contractor's employees,
Subcontractors and their agents and employees, Jnd any
other per<ons 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 \\lork in accord-
ance With the Contract Documents either by the activities
or duties of the Construction l\o1anager or the Architect
in their administration of the Contract, or by in~pections,
tests or approvals required or performed under Paragraph
7.7 by persons other thJn the Contractor.
4.4 lABOR AND MATERIALS
4.4.1 Unless othen\lise provided in the Contract Docu-
ments, the Contraclor shall provide and pay for all labor,
materials, equipment, tools, construction equipment and
machinery, water, heat, utilities, transportation, and other
facilities and services necessary for the proper execution
and completion of the \\lork, whether temporary or per-
manent and whether or not incorporated or to be incor-
porated in the \Vork.
4.4.2 The Contractor shall at all times enforce strict dis-
cipline and good order among the Contractor's err.-
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 m~terials and
equipn;ent furnished under this Contract will be new I
less otherwise specified, and thJt all Work will be of goou
quality, free from faults and defects and in conformance
with the Contract Documents. All Work not conforming
to these requirements, including substitutions not prop:
edy approved and authorized, may be considered defec-
tive. Ii required by the Architect Of the Construction Man-
ager, the Contractor shall iurnish satisfactory el'idence as
to the kind and quality oi material, and equipment. Ths
warrJntv 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 \Vork or portions thereoi
prol ieee bl' the Contrac\c" \\ hich Me le~alll' en,lCtea cot
the time bids are receiled. \\hether or not yet ef1'ectile.
4.7 PER.',mS, FEES AND "OllCES
4.7.1 l'nless otherwise pCOI ided in the Contract Docu-
ments, the O\\ner shall <fCllre and pay for the build:~g
permit and the Contractor shall secure and pay for ell
other pemits and goverr:r.lental fee" license' ;,nd impec-
tions nue<scry for the prl'per execulion and comple\i~n
of the \\'ork which are ccqomarily secured after execCl-
tion oi the Contract and I', hich are legalk required at the
time bids are recei\'ed.
4.7.2 The Cont~"ctor sheil give all nutll es and COIT1:;\
with 211 laws, ordinance' rules, regulations "nd 1a\\:ul
orders oi any public authority bearing on the perform-
ance of the \Vork.
9 A2010~ - 1980
AlA DOCV,\[ST A201iCM' G,'E,.~l CO'DI110'-S Or 1Ii[ co'-r,ACT fOR CO,..lRUC1 c'
CO'-'FLO.C'- ,\\."~AG[,VE'-T [DIII0~ . Jl'-E -Oe,.: [DI110, . ,~IA~ . (l' 1~30 . ~~,E
..\\\[RiC;'- 1,,'I1L'H OF .\,C,~;llCl,. 1~:J5 ,[1\' \0" ~\'E.. ,-,\\ 1\.~SHI'G10'-. D.C :'0."
4.7.3 It is not the responsibility of the Contractor to
make certain that the Contract Documents are in accord-
"nce with 2ppliuble laws, statutes, building codes and
regulations. If the Contractor observes that any of the
Contract Documents are at variance therewith in any re-
spect, the Contractor shall promptly notify the Architect
and the Construction .'1anager in writing, and any neces-
sary changes shall be accomplished by appropriate
Modification.
4.iA If the Contractor performs any Work knO\ving it
to be contrary to such laws, ordinances, rules and regula-
tions, and \\ ithout such notice to the Architect and the
Construction .'1anager, the Contractor shall assume full
responsibility therefor and shall bear all costs attributable
thereto.
4.8 AllOWANCES
4.8.1 The Contractor shall include in the Contract Sum
all allowances stated in the Contract Documents. Items
co\'ered 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 Uniess otherwise provided in the Contract Docu-
ments:
.1 these allowances shall cover the cost to 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 and han-
dling on the site, labor, installation costs, o\'er-
~ead, profit and other expenses contemplated
for the original allowance shall be included in
the Contract Sum and not in the allo\\ance;
.3 \\ hene\ er the cost is more or less than the
allowance, the Contract Sum shall be adjusted
accordingly by Change Order. the amount of
\\nich will recognize changes. if anv. in han-
cling costs on the site, labor, installation costs,
O\erhead, profit and other expenses.
4.9 SUPERINTENDENT
4.9.1 The Contractor shall employ a competent superin-
tendent and necessary assistants who shall be in attend-
ance at the Proiect site during the progre's of :'1e \Vork.
The superi~:endcnt shall represent the ContraCc. and all
communications 5iven to the superintendent sf-all be as
binding as Ii gi\E'n to the Contractor. Important commu-
nications shall be confirmed in writing. Other communi-
cations sh211 be so confirmed on written reque<t in each
case.
4.10 CO:--TRAC10R'S COSSTRUCTION SCHEDULE
4.10.1 The Contractor. immediately after being awarded
the Contract. shaii prep;,re and submit for the Construc-
tion ,\\an,'gcr's <ippro\"al a Contractor's CO:1struction
Schedule ior the Work which shall pro\ Ide for expedi-
tious and practiuble execution of the \^,'ork. Ti-:s sche.d-
ule shall be coordinated by the Construction \\anager
with the Project Construction Schedule. The Contractor's
Construction Schedule shall be revised as required by the
conditions of the VVork and the Project, <ubject to the
Construction "\anager's approval.
4.11 DOCUMENTS AND SAMPlES AT THE SITE
4.11.1 The Contractor shall maintain at the Pro;ect site,
on a current basis, one record copy of all Dra\\ings,
Specifications, Addenda, Change Orders and olher .\\odi-
fications, in good order and marked currently to record
all changes made during construction, and apprO\ed Shop
Drawings, Product Data and Samples. These shall be
available to the Architect and the Comtruction .\\anager.
The Contractor shall advise the Construction Manager on
a current basis of all changes in the Work made during
construction.
4.12 SHOP DRAWINGS, PROOUCT DATA ANO
SAMPLES
4.12.1 Shop Drawings are drawings, diagrams, schedules
and other data specially prepared for the \\'ork 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, apprO\e and
submit through the Construction Manager, with reason-
able promptness and in such sequence as to cau<e no de-
lay in the \\'ork or in the work of the Owner or any sepa-
rate contractor, all Shop Drawings, Product Data and
Samples required by the Contract Documents. Th.e 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 \'.ith
Ihose 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 anc ,('rified
all materials, tield measurements and field con't::JCion
critefla related thereto, or will do so with re2,onable
promptness, and has checked and coordinated the infor-
mation contained within such submiltals with the require-
ment' of the Work, the Project and the Cont'act ::locu-
ments.
4,12.6 The Contractor shall not be rclie\ed of re,[>nr;Slbil-
it)' tor an)' de\ lation from the requirements of :',c.e Con-
tract Documents by the Architect's apprO\al of Shop
Dra\\ings, Product Data or Samples under Subpa'c;raph
2.3.18, unless the Contractor has specificall\" info'r-r-ed the
Ard,tect and the Conslruction ,\\anager in ..... ::ng of
such de\iation at the time of submis<ion and ~~e "rchi-
tect h,15 gi\ en written approval to the specific c'? :31ion.
The Contractor shall not be relie\'ed from resr~ ~,ibilit\"
tor f~rors or omissions in the Shop 0,.1\\ ins, "'Oc1UC't
Dala or Samples bv the Architect', .,ppro\al of 1;"~'T1.
4.12.7 The Contractor shall direct "pecific al:e"~.on, in
\\riling or on resubmitted Shop Drawings, Proc:,,:Cl Data
or S.~mples, to re\isions other than those reque<lec b\" the
Architect on previous submittals. '
AlA DOC\J\\l...T A:01.CM' CE'ERAl CO"01l10",,5 OF THE C:J'1R\CT FOR CO'SHLCTIO"
CO'5TRL'CTIO' ,\\A".GE\\E'q E01110, . JL"E l""J ED 1': 0." . AIA~ . @19,,0 . THE
,\"ERICA' I'''ITL.TE or ,\RCHITECTS, 173; 'E\\' YOR,\\E ,1\ \\ASHI'GTO". 0 C :000'.
A201/CM -1980 10
4.12.8 ~o portio", at the Work requiring submission of a
Shop Drawing, Product D,lta or Sample shall be com-
nlL'nced until the submitt,,1 has been <lpproved by the
..\rlhitect as prc\lded in SubparagrJph 2.3.18. All such
pClItiom of the \\'ork shJl1 be in <lccord,lnce with ap-
prcJ\ ed wbmittai,.
4.13 USEOFSITE
4.13.1 1 he Contractor shall confine operation" at the site
to areas permitted b\' law, ordinances, permits and the
Contract Documents, ,lnd sh<lll not unreJsonably encum-
ber the site \\ Ith Jny materials or equipment.
4,13.2 The Contriictor <hall coordinate all of the Contrac-
tor's operations \\ ith, and '-ecure approval from, the Con-
'-truction ,\\<lnaSd before using any portion of the site.
4.14 CUTTING A~D PATCHI~G OF \-\'ORK
4.14.1 The Contractor shall be responsible for all cutting,
fitting or patching that may be required to complete the
\\lork or to make its se\eral pMts fit together properly.
4.14.2 The Contractor shall not damage or endanger any
portion ot the Work or the work of the 0\\ ner or any
<epJrate contr2ctors by cutting, p<ltching or otherwise
altering any work, or by eXC<1\'ation. The Contr<lctor shall
not cut or othel\\ise ;'!ter the work of the Owner or any
<cpJrate contractor e\cept with the written coment of the
Owner and ot '<Jch sepJrate contractor The Contractor
sh,lll not unrc,'.'onabh withhold from the Owner or any
separate contractor coment to cutting or otherwise alter-
ing the'\^/ork.
4.15 ClEANING UP
4.15.1 The Contractor shall at <lll times keep the premises
tree from accurnulation of waste materials or rubbish
caused by the Ccntr,lC!Or's operations. At the completion
of the Work, the Conlr,ctlor ~hall remove all the Contrac-
tor's W<l~te nr~'eri.a!s ;;nd rubbish trom and about Ihe
Projcct <lS \\ell as all the Contractor's tools. con>truction
equipment, mac:.iner\ and surplus materials.
4.15.2 If the C::,ntractor tails to clean up at the comple-
tion of the Wc'rk, the O\\ner mav do so as pro\lded in
Paragraph 3.4 ;;nd the cost thereot shall be ch<lrged to the
Contractor.
4.16 COMMl"lCA T10'5
4.16.1 The Co~,t'actor ,h,:11 for\\Jrd all corT1'1Tunications
to the Owner e~d the .-\rchitect through the Construction
\1.1n.1ger.
4.17 RO'ALlIES A,'D PAUST5
4.17.1 The Co~tractor shall pay all royalties and license
fees, shall dete~ld all suits or claims for infringement of
anv patent rid;!< and shall sa'. e the 0\\ ner ar,d the Con-
str~ction \\ar~a;d hermles< from 1055 on account thereof,
e\cept that the 0\\ ner, or the Construction \\anager as
the case may be, shall be responsible for all such loss
\\hen <l particu:.H design, process or the product of 2 par-
ticular manutacturer or manufacturers is selected b)' such
person or such perso;1's agent. If the Contractor, or the
ConstrL:ction ".'nagel as the case may be, hilS reason to
belie\ e that the de<lsn, process or product selected is an
infrinsement of a patent, that party shall be responsible
for such loss L~le<s 'uch infOlmation is promptl\ gi\en to
the others ane "Iso to the :\rchilect.
4.18 I"OEMSIFICATION
4.18.1 To the fullest cxtent permitted b\' law, the Con-
tractor 'hall indemnify and hold hMmle<.s the 0" ner,
Architect. the Construction Manager, and their agents ai,,,
employees from and against all claims, dam"ges, losses
and expenses, including, but not limited to, Jttorneys'
fees arising out of or resulting from the performance of
the \"'ork, provided that an)' such claim, damage, lo<.s or
e\pen'-e i1) is attributable to bodil\ InJlm, sickness, dis-
ease or death, or to injury 10 or destruction oi tangible
propert\other than the Work itself) including the loss of
use resultrng thereflOm, and (2) IS cau<.ed in \\ hole or in
part b\ any negligent act or omiSSion oi the Contractor,
any Subcontractor, anyone directly or Indirectly employed
by am of them or anyone for \\ho>e acts an) ot them
may be liable, rega/dless of whether or not it is caused
in part by a party indemnified hereurder. Such oblig<ltion
,hall not be comtrued to negate, <lbridse or otherwise
reduce any other right or obligation ot indemnity which
would otherwise exist as to any party or person described
in this Paragraph 4.'18.
4.18.2 In any and all claims against the O\\ner, the Archi-
tect, the Construction Manager or any ot their agents or
emplO\ees by any employee of the Contractor, an)' Sub-
contr2ctor, an)one directly or indirectly employed by any
of them or anyone for whose acts any oi them may be
liable, the indemnification obligation under this Para-
graph .U8 shall not be limited in ,1ny \\a\' by am' limita-
tion on the amount or type of damages, compen'ation or
benefits payable by or for the Contractor or any Sub-
contractor under workers' or \\orkmen's compensation
acts, di,ability benefit acts or other emplO\ee benefit ilctS.
4.18,3 The obligations of the Contractor under this Pa'
graph 4.18 shall not extend to the kbility of the .-\rchitec,
or the Construction Manager, their agents or employees,
arising out of (1) the preparation or approval of m,lps,
drawings, opinions, reports, surveys, Change Orders, de-
signs or '-pecifications, or (2) the gi\ ing oi or the i<lilure to
give c,rections or instructions bv the .-\rchitect or the
Construction \1anager, their agents or emplO\ ees, pro-
\ided such gi\ing or failure to gi\e i< the primcry cause
of the injury or damage.
ARTIClE 5
SUBCONTRACTORS
5.1 DEFI"1TI0N
5.1.1 A Subcontractor is a per,on or ,"'li.,) \', no has a
direct contract with the Contractor to periorm any of the
Work et the site. The term Subcontractor means a Sub-
contractor or a Subcontractor's authorized reprC'sentati\e.
The term Subcontr,Ktor does not include am <ep,orate
conlrac'or or am' '-eparate contractor''- 'L:!:'contr,:ctors,
5.1.2 -\ Sub-<ublontractor is a per,on or enl:t\ \\ho has
a direct or indirecl contract \\ ith a Subcontractor to per-
form anv ot the \\'ork at the site, The term Sub-<ubcon-
tractor means a Sub-subcontractor or an ;;Jlho!ilC'd rep-
rC'sentati\ e thereof.
5.2 .\\\ARDS OF SUBCO~TRACTS ..\'D OTHER
COSTRACTS FOR PORTIO'S OF THE \\ ORK
5.2.1 Lnless otherwise required b) the Contr,oct Doc"
11 A201/CM -1980
AlA DOCL:\\[ST A~Ol/CM' C'.:,~l CO....81110....S OF THE CO'.;,~Cl FO': CO'.,lRLCliO'.
CO....S,F:LCTIO/'o: \',;SAGE":'.T cDiTIOS . Jl'....E 1980 EDITIO.... . AlA' . 8.,"30 . lHE
\\\lR'CA'. I'.SlI1l1E OF ~;,:~:"CTS, ,:3, ....E\\' ,ORK A\'E, '. \\ \\ ~'-lci'.l,10'. DC. c0ilQ"
,-." ~ c- ,- ~ .: "r
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 \",'ork. The Construction Manager will
promptly reply to the Contractor in writing stating
whether or not the Owner, the Architect or the Con-
struction Manager, after due investigation, has reasonable
objection to 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
Subcontractor, person or entity previously selected if the
01\ ner, the Architect or the Construction Manager makes
reasonable objection to such substitution.
5.3 SUBCO:>lTRACTUAl RELATIONS
5.3.1 By an appropriate agreement, written where legally
required for validity, the Contractor shall require each
Subcontractor, to the extent of the Work to be performed
by the Subcontractor, 10 be bound to the Contractor by
the terms of the Contract Documents, and to assume to-
ward the Contractor all the obligations and responsibili-
ties I\hich the Contractor, by these Documents, assumes
toward the Owner, the Architect and the Construction
Manaser. Said agreement shall preserve and protect the
righ:, oi t:-e Olmer, the Architect and the Cons::~ction
,I\-Ianager u:lder the Contract Documents with re~pect to
the Work to be performed by the Subcontractor so that
the s:Jbcontracting thereof will not prejudice such rights,
and ,hall a'low to the Subcontractor, unless specifically
prO\ded otherwise in the Contractor-Subcontractor
Agreement the beneiit of all rights, remedies and redress
agai~,t the Contractor that the Contractor, by these Docu-
ments, ha~ again<.t the Owner. \Vhere appropriate, the
Contractor -!-'1.1I1 require each Subcontractor to enter into
similar aceements with their Sub-subcontractors. The
Contract;r ~hall make available to each proposed Sub-
contractor. prior to the execution of the Subcontract,
copies of the Contract Documents 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
m,lke copies of such Documents available to their Sub-
subcontractors.
ARTICLE 6
WORK BY OWNER OR BY
SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERFORM WORK AI'iD 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 jor 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 MUTUAL RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner, the Con-
struction t>.~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 or the Owner
or any separate contractor, the Contractor shall, p:ior 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 conqitute an acceptance of the Cwner's
or <eparate contractor's work as fit and proper to receive
the Work, except as to defects \\hich ~2Y subse:::;Jenth
become apparent in such work by others.
6.2.3 Any costs caused by defective or ill-timed work
~hall be borne by the pa rty responsible thereior.
6.2.4 Should the Contractor wrongfully cause damage to
the \\ ork or property of the Owner, or to other I'.ork or
property on the site, the Contractor shall prompt:v rem-
edy such damage as provided in Subparagraph 10_~.5.
6.2.5 Should the Contractor wrongfully de1ay 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 bl agreement,
or otherwise to resolve the dispute. Ii such separate con-
tractor sues or initiates an arbitration proceeding against
the Owner on account of any delay or damage alleged to
ha\'e been caused by the Contractor, the Owner shall
AlA DOCUMEo.,T A201/C'\\ . CE~[RAL CO~DI110~S OF rHE CO"'RACT FOR CO~SrRLCTIO'"
CO'STRUCTIC"' ,\\A~ACE,\\ENT EDITION . JUNE 19,,0 EDITIO~ . AIA@ . @ 1980 . THE
AM[R:C....~ 1'''lrUE OF ,"'RCHITECTS, 1735 ~EW YORK AVE..' 1\., \\'ASHI~CTON, DC :'0006
A201iCM - 1980 12
notify the Contractor who ,h,,11 defend such proceedings
at the Owner's opense. and If any judgment or award
Jgainst the 0\\ ner arises therc1rom, the Contractor shall
payor satisfy it and shall rClmburse the Owner for all
;dtorneys' fces and court or .1rbitratlon cos15 \\ hich the
O\\lIer has incurred.
6.3 OWNER'S RIGHT TO CUAN UP
6.3.1 If a dispute arises betwcen the Contractor and
separate contractors as to their responsibility for cleaning
up as required by Paragraph 415, 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 governed by the law of the
place where the Project is located.
7.2 suCnSSORS AND ASSIGNS
7.2.1 The Owner and the Contractor, respectively, bind
themselves, their partners, successors, assigns and legal
representatl\es to the other pdfty hereto and to the part-
ners, successors, as<,igns and legal representatives of such
other party with respect to all covenants, agreements and
obligations contained in the Contract Documents. 0:either
party to the Contract shall assign the Contract or sublet it
as a whole without the written consent of the other,
7.3 WR In EN 1'\01l(E
7.3.1 VVritten notice shall be deemed to have been duly
served if delivered 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 "ddress
known to the party giving the notice.
7.4 ClAI.Io,.IS rOR DMIAGES
7.4.1 Should either party to the Contract suffer injury or
damage to person or prop"rl\' because of any act or omis-
'-Ion of the other part~ or of any of the other party's
employees, agents or other~ for \\ hose acts suc~ party is
legally liable, claim shall be made in \\riting to such
()ther pJrt\ \\Ithln a reasonable time after the fir<t obse[\-
,::l ceo f "L l h in i u f\ 0 ~ (L~ r-1l G '2 e.
7.5 PERrORMA~CE BO~D A~D LABOR A1'\D
MATERIAL PAY.\IENT BO~D
7.5.1 The O,\ner sf Ell h2.\e the right to requirc the
Contractor to furnish bonds cO\uing the faithful perform-
ance of the Contract and the payment of all obligations
,,,icing thereunder if and as required in the Bidding Doc-
ur;'icnt< or the Contract Documents.
7.6 RIGHTS A~D REMEDIES
7.6.1 The duties "nd obligations imposed b\ the Con-
tract Documents Jnd the right, ;,nd ren,edies 2\'ailable
thereunder shall be in addition to, and not a limitation of,
.lny duties. obligations. right" and remedies otherwise im-
posed or aV2il2ble bv law.
7.6.2 ~o 2ction or i2dure to act by the O\\ner, the Ar-
chitect, the Construction Manager or the Contractor shall
constitute a \\ai\er of any right or dutv ai10rded "ny (
them under the Contract, nor shall am ,uch action o.
failure to 2Ct constitute an approval of or Jcquiescence in
any breach thereunder, except as may be specifically
agreed in \\ rlting.
7.7 TESTS
7.7.1 Ii the Contract Documents, laws, ordlllances, rules.
regulations or orders oi any public authorlt) having juris-
diction require any portion of the \\'ork 10 be inspected,
tested or cpprmed, t::e Contractor shall gi\'e the Architect
and the Construction \\anager timely notice of its readi-
ness so the Architect and the Construction ,\1anager may
observe such inspection, testing or approval. The Con-
tractor shall bear all costs of such inspections, tests or
approvals conducted by public authorities. Unless other-
wisc provided, the Owner shall bear all costs of other in-
spections, tests or approvals.
7.7.2 If the Architect or the Construction M"nager deter-
mines that any \Vork requires special inspection, testing
or appro\al which 5cbparagraph 7.7.1 does not include,
the Construction ,",\",!lager will, upon written authoriza-
tion from the O\\'ner, instruct the Contractor to order
such special inspection, lesting or approval. and the Con-
tractor shail gi\e notice as prO\'ided in Subparagraph
7.7.1. If such <pecial inspection or testing re\eals a failure
of the \\'ork to comp;\ with the requirements of Ihe Con-
tract Documents, the Contractor shall bear all costs
thereof, including cO'llpensation for the Archilect's and
the Construction \\ar,'.ger's additional ,ervices made nec-
essary by "uch failu'e; otherwise the O\\ner shall bear
such costs, and an c ppropriate Change Order shall be
Issued.
7.7.3 Required cert.;'icates of inspection, testing or ap-
pro\al sh,,:: be secu'ed by the Contrac:or "nd the Con-
tractor Cr,2: p'ompt\. deliver them to lhe Construction
,\\anager :c: :r,',:15ml,:,,1 to the Architect.
7.7.4 Ii the Architect or the Construction ,\\Jnager wishes
to obscne ;he Inspec:ions, tests or appro\2ls required by
the Contract Documents, they will do 50 prompt!v and,
where practiC2ble. at the source of <upp!v.
7.8 I'TEREST
7.8.1 Pa\ments due ;,nd unpaid under the Contract Doc-
uments sha'l bear ir:erest from the date P2\ ment i, due
;:1 ~uc~ '.:'.~ ~'~~ :~e t='_-:..-tiC5 nlJ\' a~rec L:~O"" n \\r::::1t!. O~
III :',e ab,c;lcE :hereoi, at the le;al rate p:e\"liim: at the
place of tre Project. ' ,
7.9 ARBITRATIO~
7.9.1 All cJelr1'S, dl'-;:Jute, and olher matter' III oue,tion
be!\\een :~e Contractor and the O\', ner a,i'ing o~t of or
relating to t~e Con:'cct Documents or ,J'e breach thereof.
e\;cept d- pro', ided ~,Subparagr"ph 231'; \\Ith re'pect
to the-\rcni:ects dc::sions on matlC'rs rel2t.ng to artistic
cilC'ct. arc c\cept ic' claims \\ hich ha\ (' bc.C'n' V\ ;,i\ cd by
the f112,ki--:g or "cce:: :cnce 01 fin,11 p:,\ --:ler~: ,15 provided
bv Subp:,rcg'aphs C< ~.~ through q(j(, ,cit.:,j\'e. ,hall he
decided 2\ ",r::.;tratl'~';l in accorcL1ncE \". tth the CC'l,'truc-
tion Ifldu-::\ .-\:bitrc:ion Rules of the....mC'rican :\rbitra-
lion ,-\5>Oo",tlon ther. abtaining unle" the p,'rties mutuall,<
13 A201/CM - 1980
-\1..\ DOCU,\H'T A::!Ol/C.'~' c~,:.::.~_ C'-=::"'-.:O\"7 =:),\5 OF THE co,-~.\(- _r._o;- \-_-()"-','( i:(iN
CO>':STRL:C:10S .\'.~~,""G~\\t'"7 ~='_.='>; . . _ '.;1:: 192:0 [DlTIO~ . ,;:;! . 81~~,: . THE
~\',[R1C\"" ~'5TltLT[ OF.\RCH-:C~~ -,-3:.i '-:=: .... 'lORt\ r\VE., .....'.\\' \\ \'-.r":,;"-",' in:.... r', c. ::'0l)CI!1
,. - .,: ~\....
agree othef\\ise. \:0 arbitration arising out of or relating
to the Contract Documents shall include, by co~solida-
tion, joinder or in any other manner, the Archi:ect, the
Construction \\anager, their employees or consultants
except by written eoment containing a specific rderence
to the Owner-Contractor Agreement and signed by the
Architect, the Construction Manager, the 0\\ ner, the
Contractor and any other person sought to be joined. :--':0
arbitration shall include by consolidation. joinder or in
any other manner, parties other than the Ol\ner, the
Contractor and any other persons substantially imol\ed
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
inl'oll'ing an 2dditional person or persons shall not con-
stitute consent to arbitr2tion of any dispute not described
therein or with any person not named or described
therein. The foregoing a&reement to arbitrate end any
other ,lgreement 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 prelailing arbitration law. The award rendered
by the arbitrators shall be final, and judgment mal be en-
tered upon it in accordance with applicoble 1.11'. in any
court hal'ing jurisdiction thereof.
7.9.2 :--':otice oi the demand for arbitration shall be filed
in writing with the other party to the Owner-Contractor
Agreement and with the American Arbitration Associa-
tion, and a copy ,hall be filed with the Architect and the
Construction \\anager. The demand for arbitration shall
be made within the time limits specilicd in Subparagraph
2.3.15 where applicable, and in all other cases 1\ ithin a
reasonable time after the claim. dispute or olbe: matter
in quection has arisen; and in no el'ent shall it be made
after the date when institution 01 legal or equitcble pro-
ceedings based on ,-uch claim, dispute or other [;,2Iter in
question would be barred by the applicable ,-talute of
limitations.
7.9.3 L:nless otherwise agreed in writing. the Co-,tractor
,hall c.orrv on the \\Iork and maintain its progres' during
anI' arblt~ation proceedings, and the O.\ner sr.ail con-
tinue 10 make payments 10 the Contractor in acco,dance
\\ iih the Contract Documents.
ARTICLE 8
TIME
8.1 mm~lTIo"s
8.1.1 l'nless otherwise prO\ ided, the Contract -'-ime is
the peri,)d 01 t;",e allotted in the Contract Docur.ents for
Sub<lc~:lal CC~I1~dction 01 the Work a' defined 'n Sub-
!",ragr,oph 8.1.3. .nciud;r1g authorized ad,_:'tmenl' :ccreto.
8.1.2 The o2te at commencement 01 t:,e \\'or~ is the
date c<tal:,I,shcd in a notice to proceed. I:' there is rlO no-
tice to i)r(xl',od it shall be ,-uch other date as ["flay be
eqab!:,r,cd in the Owner-Contractor .-\sreement 0' else-
1\ here in the Co"tr,:(t Document-.
8.1.3 The D2:e 01 Sub<tanl:al Completion of ire Work
or deSignated portion thereol is the Date certifiec by the
Archite~t II hen construction is sui1icientil- com~-:ete. in
accordance with the Contract Documents, so that the
Owner or separate contractors Cdn occupy or utilize If-.e
\\Iork or a desi5nated portion thcreoi ~or the u,e for
which il is intended.
8.1.4 The Date of Substantial Completion of the Project
or designated portion thereat is the Date certified by the
Architect when construction is surficicntly complete so
the 01\ ner can occupy or utili/c the Project or designa:ed
portion thereof for the use lor II hich it was intended.
8.1.5 The term day as used in the Contract Documents
shall mean calendar day unless 'peciiically designated
otherwise.
8.2 PROGRESS AND CO!..WlETION
8.2.1 All time limits stated in the Contract Documents
are 01 the essence of the Contract.
8.2.2 The Contractor shall begin the Work on the date
of commencement as defined in Subparagraph 8.1.2. The
Contractor shall carry the \\lork forward expediliou51v
with ,ldequate forces and shall achie\e Substantial CO'l1-
pletion oi the Work within the Contract Time.
8.3 DElAYS A~D EXTEr-iSIONS Of T1.V\E
8.3.1 Ii the Contractor is delayed at any time in the
progress of the Work by any act or neglect of the 0\\ ner,
lhe Architect, the Construction \\"nager, any oi their em-
ployees, any separate contractor emplo)ed by the Ollner.
or by changes ordered in the Work, labor disputes, fire,
unusual delay in tran<.portation. .ld\erse lIeather condi-
tions not reasonably anticipatable. unavoidable casualties.
any causes be)ond the Contr,lctors conlrol, delay author-
i/ed b\ the Owner pending arbitration. or by any ot"er
cause II hich the Construction .\\.lnager determines n~a\
Justify the delay, then the Contr.let Time shall be ex-
tended by Change Order for such rea'onable time as t~e
Construction \\anager may determ;ne.
8.3.2 Any claim for extension oi time shall be made in
II riting to the Construction .\t:nager not mOre tran
h\ent\ dal's .liter the commenccr~)('nt oj the dela\"; otr-er-
wise ii sh~11 be wai\"ed. In t~e ca'e oi a continLJi~g ce'a\
only one claim is necessary. The Contr,lctor Sh21l prOlice
an estimate oj the probable e'";('l t of <uch dela\' on :"'?
progre<s 01 the \\'ork.
8.3.3 II no agreement is made ':alin~ the cates L~:.n
which interpretations as prolicled in Subp,lraE"aph 2.311
<hall be iurnished, then no c~_lim for del,'\ <hall ~e
,~!!C)\.. cd ()n Jccount aT fJi!:...'~e :fJ .... ~nj,l~ ~~;cr in~erp~c.::-
tlon:-. l~;ltil j'li~een da~ S Zli:e: '.\ ri~:en rcq~Jest ;~ nlJde :'01
them. and not then unles< -uch C:,l.1ll i' 'ea<c"','ble
8.3.4 This p"ragraph 8.3 c::Je' n{): ('\c!ude the reco\(-r\
of damages for cela) b\ ei:'ler ;,.",,1\ uldu (:her pTf.;-
<ion< 01 the Contract DocCJ~-en!-.
ARTIClE 9
--
PA y,I.,'ENTS AND CO\'PLETION
9.1 CONTRACT SU,\-1
9.1.1 The Contracl Sum i, -taled n the 0\\ rer-Contr2C-
tor Asreement and. incluci:ng ,'.::horized .,jJustmer-.ts
thereto. is the tOlal amount pa\ c.ble b\ the 0\, ner to ::"'e
Contractor ior the perfolm_,nce oi the \\lork under ::"'e
Contract Documents.
A201;'CM -1980 14
AI~ DOCL~\E!,;T A"Ul 0\' Cl'ERAL CO'811:0" Of ,Hl CC'-.....CT fOR CO'SIRlCO,
CO'-5,,:LCTIO'- ".\'\CE.\\E:--'T ED!TIO:-': . JL'E ~,"J EOI-C' . .\IA~'0 i980 . ~HE
A\\[rIC~' 1'51". 'E or -\RCH1HC1S. i~3i 'E\\ ,C', AVE'.\ \\\SI1I'C,O'>. D.C. :..y)(,
9.2 SCHWl'Lf OF VALU[S
9,2.1 Bciore the tir<t Applir.-':ion ior p", ment, the Con-
tractor ,hall ceJbmit to the Con,truction ,\\anc.;er a
,chedule oi lallles allocated to tl~e larious portions of the
\\"ork, prepared in sllch form and <upported by <ud-, data
to <ub<tantiate its accllrac\' as the Architect and the Con-
<truction Manager may ;equire. This ,chedule, unless
objected to bl the Conctruction \~i1n,lger or the ,-'\rc~:tect,
,h,,1I be used onl\' .1< a ba,i, lor the Contractor's :\Pi=!ica-
lion, for Payment.
9.3 APPLICATIONS FOR PA YM[NT
9.3.1 At lea,t iilteen da)s beiore the date ior each
progress pa, ment ectablished in the 01\ner-Con1: ector
,-'\greement, the Contractor shall submit to the Con,lruc-
tion ,\.1anager an itemized Application for Payment, notar-
ized if required, supported by <uch data substantiating
the Contractor's right to payment as the Owner, the Ar-
chitect or the Construction ,\1anager may require, a:ld re-
Ilecting retainage, if any, as prO\ ided elsewhere in the
Contract Documents. The Construction Manager I\dl as-
,emble the Application with similar applications from
other contractors on the Project into a combined Project
Application lor Paymenl and 10rward it with recon~nlen-
dations to the Architect within selen days.
9.3.2 Unless otherwise prO\ided in the Contract Docu-
ments, payments Ivill be made on account of maler:c!s or
equipment not incorporated in the \Vork but deli, ered
and suitably stored at the site and. ii apprO\'ed in ad'. 3nce
by the Owner, payments may similarly be made ior mate-
rials or equipment suitablv slored at sOllle other loca-
tion agreed upon in writing. Payments for materials or
equipment stored on or off the site ,hall be condi~:oned
upon submission by the Contr,lctor 01 bills of sale or
<uch olher procedure' ,ati<factorl to the Owner to e<tab-
lish the OIl net's title 10 such mc1terials or equipment or
otherwise protect the Owner's interest, including ap;:Jlica-
hie insurance and transportation to the tite for those
m.'.leri,ll, and equipment storeG on. the site.
9.3.3 The CClntr,lclor warr,,,,ts that title 10 all \\'ork,
mJ~erials and equf\';.ncnt COI crcd by an Application for
Pal ment \ldl p?ss to the 01\ ner either by incorporation
in the construction or upon rc'ceipt of payment bl 1he
Ce>ntractor. II hichcI er occurs iirst, free and clear of all
Iler". claims. seCUIII\ in\erest< or encumbrance" hcein-
al~er referred to in Ihis .Article 9 as "liens"; and that no
\\ o,k. m.,terial< or equipment CO\ e:ed bl an :\ppliution
;('. Pl:\ Gl('n~ \'. j:! ~",-: (- ~~;,~.c<..., ,~cc:,~,,~ed b\ :~e C(J:l~~~: tor
or by anI other per<.on performing \\lork at the si:e or
iurnishing material" and equipment ior the Project. "ub-
ject to an agreement under which an interest there;!"] or
,1n encuITlb::,C'ce thereon is retained by tl~e seiler or oth-
c[\\i<.e impo'<:d hI' the Contractor or 'uch other pC"Jn.
9,4 ClR11 FIC..... HS FOR PA '",'lENT
9.4.1 The Architect Ilill, within ,c\'en days after t'-e re-
ccipt of the Project Application for Pa) ment with the rec-
clll~mend,ltions of the Construction .\\anager, leI iel" lhe
J'rc;ecl ,\pp!ication for Palment ilnd either issue a Project
Cc::ifica1e lor PZJ)ment 10 the Owner with a COpl to lhe
COiFtruction Vlanager lor distribution to the Contrcctor
for such amounts as the ,-'\rchitect dclermines arc prop-
er!1 duc, or notify the Construction ,\~anager in Ilritir,g of
the reasons for \\ ithholding a Certiiic,,:e a< prol ided in
Subparagraph 9.6.1. Such noliiie-dion \,.:11 be fO:\'.2rder
to the Contractor by 1he Construction \\ar'dger.
9,4.2 The issuance of a Project Ceit.;icate lor Pa, ment
1\ ill constitule a repre"cntatlon by the ,Architect to the
Owner that, ba<ed on the :\rchitect's ob'er\ations at the
site as provided in Subparagraph 2.3.4 and the data com-
prl"ing the Project Application for Pa, r;,ent, the Work has
progressed 10 the point indicated; that. to the be,t 01 the
Architect's kno\'.ledge, information and belief, the quality
oi the Work is in accordance wilh il~e Contract Docu-
ments (subject to an e\.1Iuation of the Work for conform-
Jnce 1\ ilh the Contract Documents upon Substantial
Completion of the \'I'ork, to the result" oi 3n\' subsequent
tests required by or performed under the Contract Docu-
ments, to minor del'iations from the Contract Documents
correctable prior to completion, and to any <pecilic quali-
fications slated in the Certiiicate); and that the Contrac-
tor is entitled to payment in the amount ce:tified. How-
eler, by issuing a Project Certificate for Pal ment, lhe Ar-
chitect shall not thereby be deemed to represent that the
Architect has made exhausti\'e or continuous on-site in-
,pections to check the quality or quantity 01 the Work,
has re\'iewed the construction mean", methods, tech-
niques, sequences or procedures, or has made anI exam-
i:13tion to ascertain how or for 1\ h,lt pu'po<c the Contrac-
tor has used the monies pre\'iou<ly paid on account of the
Contract Sum.
9.5 PROGRESS PAYM[NTS
9.5.1 After the Architect has issued a Project Certiiicate
ior Payment, the Owner shall make pal ment in the man-
ner and within the time prO\'ided in the Contract Docu-
ments.
9.5.2 The Contractor shall plomptly pay each Scbcon-
tractor upon receipt 01 payment from the Owner, out of
the amount paid to the Contractor on account 0: such
Subcontractor's \\'ork, the amount to \'.hich <aid S:';!JCon-
tractor is entitled. reilecting the perce~tage actuclly re-
t"ined, if any, from payment~ to the Conl:actor on ac-
count oi such Subcontractor's Work. The Contractor <hall,
bl an appropriale agreement 1\ ith each Subcontractor,
require each Subcontractor to make pal ment, to their
Sub-subcontractors in similar manner.
9.5.3 The f\rchitect may, on requeq 2nd at the-\rchi-
:ect's discretion, furnish to ,In\, Subcc.nlractor, ii prac-
tlc"ble. information regarding the 1)("cen:2;es 01 com-
::,' ~:'on elf the ar:~o~::: t- J ppllcd :0 r b\ . ",0 C ~ ..: ra c'., ..., r~d
the action taken thereon by the ,-\rchllect on .1CCO~~t of
\'Iork done by such Subcontractor.
9.5,4 'either lhe Owner, Ihe Architect rOr the Cor,truc-
l,on \\anager ,hall hal e any obligation to pc'. or to 'ee to
::>e palment 01 any monies to any Subcon:rz,ctor E\Cept
a' may otherwisc be required bl' law.
9.5.5 '-'A certiiicction of a p:us:e<s pJ'. m~-,t. anI ;':og-
re', pa\ ment, or any partial or entire ~'e 0: Occu:iconcy
oi the Project bl the Owner, 'hall con'litute an 3ccept-
ance 01 any \""o:k not in accordance \'. :th the Contract
Doc uments.
9.6 PAYMENTS \\ITHHHD
9.6.1 The Architect, lollowing cOIlSI/talion with lhe
Construction Manager, may decline to certify pal ment
15 A201/CM-1980
AlA DOCL'\\E.'T A201 co,\ . GE'ERAL CO":J!110'S OF THE CO."R.'\C 'C;. CO,qR, CIO"
co',-; '~CTIO" .'\A"~G,\\E"T EDlTiO"; . IL':--'E 1980 EDITIO"; . .'. '." . ::: ',980 . TIiE
.\\\lR C'-" I'STITUH or ~RCHITECTS, l~;o ",II" YORK AVE, "1\' 1\ "'''''G'O'', 0 C croJO(,
and may \\ ;!h~,old the Certificate in whole or in part to
the extent necessary to reasonably protect the 0\\ ner, ii,
in the r\rchitE-ct's opinion, the Architect is unable to m"ke
representations to the Owner as prOVided in Subpara-
graph 9.4.2. Ii the .Architect is unable to make representa-
tions to the Owner as provided in Subparagraph 9.4.2,
and to certiiy payment in the amount oi the Project Ap-
plication, the-\rchitect will notify the Construction \bn-
ager as pro\lced in Subparagraph 9.4.1. Ii the Contractor
and the Architect cannot agree on a revised amount. the
Architect \\ ill promptly issue a Project Certificate ior Pay-
ment for the amount for which the Architect is able to
m,lke such rE-presentations to the Owner. The Architect
may also decline to certify payment or, because of subse-
quently disco\ered evidence or subsequent obsef\ations,
the Architect may nullify the whole or any part of any
Project Certiiicate for Payment previously issued to such
extent as may be necessary, in the Architect's opinion, to
protect the Owner from loss because of:
.1 defecti\'e 'Nork not remedied;
.2 third party claims filed or reasonable evidence in-
dicating probable filing of such claims;
.3 failure of the Contractor to make payment~ prop-
erly to Subconlractors, or for Jabor, materials or
equipment;
.4 reasonable (",idence that the \Vork cannot be com-
pleled for the unpaid balance of the Contract Sum;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the Work will not be
completed within the Contract Time; or
.7 persi>tent failure to carry out the \Vork in accord-
ance with the Contract Documents.
9.6.2 When the grounds in Subparagraph 9.6.1 above
are removed, payment sh,,1I be made for amounts with-
held becau"e of them.
9.7 FAlll'RE Of PAYMENT
9.7.1 If the Construction Manager should fail to issue
recommendations within seven days of receipt of the
Contractor's Application for Payment, or if, through no
(,wlt of the Contractor, the Architect does not i<sue a
Project Certiiicate for Payment within seven da\ s after
the Architect's receipt of the Project Application for Pay-
ment, or Ii the Owner does not pay the Contractor within
seven days after the date established in the Contract Doc-
uments am ,,:nount certified h th.e .\rchitect or e...,arded
byarbitrat.cr1 then the Contractor may, upon sel en addi-
tional davs' Ilritten notice to the Owner, the Architect
and the C0r1otruction'v1anager. stop the \Vork until pay-
ment of the ;:';llount owing h,:5 been received. The Con-
tract Sum ~:-all be increased bv the amount of the Con-
tractor's re2,'~'nable costs of s~ut-down, delay and ~tart-
up, II hich ~f.2!1 be effected by appropriate Change Order
in accordance wilh Paragraph 12.3.
9.8 SUBST ANT/Al CO,~1PlETlON
9.8.1 \Vhen the Contractor considers that the \Vork, or a
designated portion thereof \\ hich is acceptable to the
Owner, is ~L;bstantially complete as defined in Subpara-
graph 8.1.3. the Contractor shall prepare for the Comtruc-
tion ,"-1anaser 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 Work in accordance \\Ith the Contr,lct Documents.
When the Architect, on the b,J",S oi inspection and con-
sultatiOn With lhe Construction ",mager, determil1es that
the \-\'ork or designated portion thereof is substantially
complete, the Architect will then prep.He a Certificate of
Substantial Completion of the Work which shall establish
the Date oi Subotantial Complelion oi the Work, shall
state the responslbdities of the O\\ner and the Contractor
for securlly, maintenance, heat. utilities, damage to the
Work and in"urJnce, and shall I,,, 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 Owner 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 application by the Con-
tractor Jnd certification by the Architect. the 0\\ ner shall
make payment, reflecting adjustment in retainage, if any,
for such \Vork or portion thereoi a~ prm ided in the Con-
tract Documents.
9,8.3 When the Architect. on the b,,,is of inspections,
determines that the Project or de"ignated portion thereof
is substantiallY complete, the Arch:tect will then prepare
a Certiiicate of Substantial Completion of the Project
which ,hall e"tablish the Date oi Subst"ntial Completion
oi the Project and fix the time \\ithin \\h,ch the Contrac-
tor shall complete any uncompleted items on the Certif-
icate of Substantial Completion oi the Work.
9.8.4 \Varranties required by the Contract Documents
shall commence on the Date oi Substantial Completion of
the Project or designated portio;) thereof unless other-
wise provided in the Certificate of Substantial Comple-
tion oi the \\'ork or designated portion thereof.
9.9 FINAL CO.\\P1ETION AND f"Al PAYMENT
9.9.1 Folio" ing the Architect's issuance oi the Certificate
oi Substanti2! Completion oi the \\ ork or designated por-
tion thereoi, and the Contractor's completion of the
Work, the Contractor shall fOf\lard to the Con"truction
\\anager a \\ ritten notice that the Work is read\ for final
inspection and acceptance, and ~~alJ also fOr\',~rd to the
Construction \\anager a iinal .;;:pllcation for Payment.
L'pon receipt, the Construction \1anager will make the
necessary e\aluations and fOr\\2rd recommendations to
!ne\:chitect \'':''0 will prompt!.. '-n"ke 'uch j:,'pection.
\\'I-;en the ~.rch,'.ect finds the '.'.Jrk acceptable under
the Contract Documents and :~e Contract iully per-
formed, the Arch:tect will issue a Project Certiiicate for
Pal ment which ....ill appro\e the iinal payment due the
Contractor. This approval will co~,titute a rep;c<entation
that. to the sest of the Architect', kno\\ledge, informa-
tion and belief, end on the ba<i< oi observations and in-
,pections, the \\'crk has been cC.Tlpleted in accordance
with the Terms 2nd Conditions of the Contract Docu-
ments and that the entire balance found to be due the
Contractor, 2nd noted in said Cert:t"icate, is due and pay-
able. The I\rchitect's approval of "aid Project Certificate
for Payment will constitute a further representation that
the conditions precedent to the Contractor's being en-
titled to final pa\ ment as set ior:h in Subparagraph 9.9.2
ha\e been fulfilled.
ArA DOCUME'T A2011C,\\ . GENERAL CO....OITIO....S Of THE CO-...TRACT fOR CO....STRUCT'O....
CO....STI\UCTIO.... .\\ANAGE.\\ENT EDITlO:o.l . JUNE 1980 EDlTiOS . AlA\! . @ 1980 . THE
A.'URICA.... 1"~,lUH Of ARCHIHCTS. 1735 ....EW YORK AVE., .....\\'. \\'ASHl'GTO..... DC. :'()(J06
A201/CM - 1980 16
9.9.2 ~either the final pa) men! nor the re'flaining retain-
"ge ~hall become due until the Contractor 5ubmits to t.~e
-\rchitect, through the Con,truction ,\\an2[('r, (1) an altl-
da\it that all p.1)roll<, bills for materials 2-d equipment,
and other indebtedness connected with th,e Work for
\\ hlch the 0\\ ner or the 0\\ ner's propert\ might in any
\\,1)" be respon~lble, h.1ve been paid or othemise satis-
iied, ,2) consent of <urety, if any, to final payment, 2nd
3, if required bv the Owner, other data E',t2.blishing pay-
ment or satisfaction of all such obligation<, such as re-
ceipts, release< and waivers of liens aris;;rg out of the
Contract, to the extent and in such form a' may be de<ig-
nated by the 0\\ nero If any Subcontractor refu<es to fur-
ni,h a release or wai\er required by the O\\ner, the Con-
tractor ma\" furnish a bond satisfactory to the Owner to
indemnify 'the Owner against any such lien. If any such
lien remains unsatisfied after all payments 2.re made, the
Contractor shall refund to the Owner all monies that the
latter may be compelled to pay in discharging such lien,
Including all costs and reasonable attorne\'s' fees.
9.9.3 If, after Substanlial Completion of the \Vork, final
completion thereof is materially delayed through no fault
of the Contractor or by the i<suance of Change Orders
affecting final completion, and the Construction Manager
so confirms, the 0\\ ner shall, upon application by the
Contractor and certification by the Architect and without
terminating the Contract, make payment of the balance
due for that portion of the Work fully completed and
accepted. Ii the remaining balance for Work not fully
completed or corrected is less than the retainage stipu-
lated in the Contract Documents, and if bonds have been
furnished as provided in Paragraph 7.5, the written con-
<ent of the surety to the payment of the balance due for
that portion oi the Work fully completed 2.nd accepted
shall be submitted by the Contractor to the Construction
.\\anaser prior to certiiication of such payment. Such pay-
ment shall be r;'ade under the Terms and Conditions gov-
erning final pa) ments, except that it ,hall net con<titule a
\\ai\er of claims.
9.9.4 The mabng of iinal payment shall, cfter the Date
of Sub,tantial Completion of the Project. constitute a
wai\er of 211 claims by the Owner except chose arising
from:
.1 unsettled liens:
.2 faulty or defecti\e \"\'ork appearing after Substan-
tial Completion of the Work;
.3 failure oi the Work to complv Wi~h :he require-
r:len~~ 0" :he CCJntract Doc:J:--:i-ent's, ':.
.4 terms of any 'pecial \\ 3rranties req'ulred by the
Contract Documents.
9.9.5 The acceptance oi iinal pa) ment sha!l. aiter the
D21e oj Subctantial Completion of the Pro;ect. conetltute
a 1'.21\er of all claims by the Contractor ocept those
p~e, ,ou,l)" made in \\ riting and identified b\ the Contrac-
tor a,> un,>et:led at the time of the iinal ,.;;:.p!ication for
Payment.
9.9.6 All provisions of this Agreement, iroc'uding with-
out limitation those e'tablishing oblitatio~., and proce-
dure,. ehall refT'2in in Tull force and ('f1ec: ~::otwithstand-
Ing the making or Jcceptance oi final pJ\ r.cent prior to
the D2te of Sub~t~,ntial Completion of the Pcoject.
ARTIClE 10
PROTECTION OF PERSOr-.:S AND PROPERTY
10.1 SAFETY PF:fCAUTIO~S ASD PROGRAMS
10.1.1 The Contractor shall be rbponslble for initiating.
mainl2ining and supervising all safety preclutions Jnd
programs in connection wilh the Work.
10.2 SAfETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall ta~e all re"..onable precau-
tions for the safety of, and shall ~ro\"ide all reasonable
protection to prevent damage, injury or lo,s to;
.1 all employees on the \\'ork and all other persons
who may be affected thereb\';
.2 all the Work and all mate;,als Jnd equipment to
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 the site or Jdjacent thereto, in-
cluding trees, shrubs, la\\ns, walks, pavements,
roadways, structures and utilities not designated
for removal, relocation or repl"cement in the
COurse of comlruction; and
.4 the work of the Owner or orher separate contrac-
tors.
10.2.2 The Contractor shall give a'l 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 2nd maintain, as re-
quired by existing conditions and the progress of the
Work, all reasonable safeguards for ~afety and protection,
including posting danger signs and other warnings against
hazards, promulgating safety regc'2tions and notifying
Owners and users of ad;acentutrl:ties.
10.2.4 \\'hen the use or storage of explosives or other
hanrdous materials or equipment is neCeS5Jry for the
execution of the Work, the Contractor shall exercise the
utmost care and shall carry on suc~ acti\itles under the
supervision of properly qualJiied pe:sonnel.
10.2.5 The Contractor shall prompt\ remedy all damJge
or loss (other than damage or los' insured under Para-
gra~h 11.3) to any property referrec to in Clauses 10.2.1.2
and 10.2.1.3 caused If1 whole or In part by the Contrac-
tor. 2nv Subcontractor any Sub-'d::c''1tractor JI1\O,'1e di-
rectl\ or indirectly employed b\' In. of them. or b\ any-
one ior whose acts any of them rr.a\ be liable, and for
which the Contractor is respon"ble _",der Cf2lJ~es 102.1.2
Jnd 10.2.1.3, except damage or Icoo attributable to the
acts or omissions of the 0", ner, tf-e-\rchitect, the Con-
struction Manager or anyone d,rec\ or ir,d:rectly em-
ploled by any of them, or by .111\,;-" for whose acts any
of them may be liable. and not ~:'" :utable to the iault
or negligence of the Contractor I~e foregoing obliga-
tions of the Contractor 2re in addlL'1 to the Contractor's
obli~ations under Paragraph 418.
10.2.6 The Contractor shall de' ~'1ate a re'pon'ible
member of the Contractor's org2~::ation at the ,ite
whose duty shall be the pre\en:io'1 of accidents. This
person shall be the Contractor's <":'erintendent unless
17 A201/CM -- 1980
~IA DOCl'\ENT A201/CM' U....ERAl CO....DITIO....S Of THE cO....-;'.CT FOR cr:';SlRL c 10,""
CO",SlRLCTION I.',A".AGE'.',ST EDrTIOr-.: . JL;NE 1980 [DI110' . '.IAOS . :s 1980 . THE
\\',[,IC~', I....STITL'T[ OF ~'CHIT[CTS. 1735 ....EI\. YORK AVE .... \\ ... ~SHI""C.TO"" f) C c))()I,
V":"8N!!~G: U:....'ilic~rs::.d p!.')t0-:>::-:"'''."ifJ viota~'~-:: :J.S. c,:~'!!~'_:ht \.;" ,..;;:. -Ie' :,: I::~!~:,?(-:!o If~;2' [);OS€'c'~~ic""":
oth(>~\'ise designated by the Contractor in \\ riting to the
0\\ r,er and the Construction \\anager.
10.2.7 The Contractor shall not load or pl'rmit any part
of the Work to be loaded so as to endanger its safety.
10.3 EMERGENCIES
10.3.1 In any emergency af1"ecting the safety of persons
or property the Contractor shall act, at the Contractor's
discretion, to prevent threater.ed damage, injury or loss,
Any additional compensation or extension o( time
claimed by the Contractor on account of emergency
work shall be determined as provided in Article 12 for
Changes in the \Vork.
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, \\ hether such operations be" by
the Contractor or by any Subcontractor, or by anyone di-
rect!y 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 benefit 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;
A 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 12) by any other person;
.5 claims (or damages, other than to the \""ork itself,
because of injury to or destruction of tangible
property, including 10" of use resulting therefrom;
and
.6 claims for damages because of bodilv injury or
death of any perso:1 or property damage arising
out of the 0\', ::crsh'fJ m,,:n:enance or u,e oi anl
motor \phicle.
11.1.2 The insurance requ.red by Subparagraph 11.1.1
shall be written for not le>s than any limits oi liability
specified in the Contract Documents or required by law,
\\h,che\er is greater.
11.1.3 The insurance reql::ed by Subparagraph 11.1.1
shal! include cuntractual 112.::>ility insurance appl;cable to
the Contractor's obligations under Paragraph 4.18.
11.1.4 Certificates oi Insura:1ce .,cceptable to the Owner
sha!1 be <.ubmitted to the COI~>truction \'anager ior tlans-
mittal to the 0\\ ner prior to commencement oi the \Vork.
These Certificates shall cont2.in a provision that coverages
afforded under the policies \\ ill not be canceled until at
least thirty days' prior writ:en notice has been given to
the Owner.
11.2 OWNER'S LIABILITY INSURA~CE
11.2.1 The 0\\ ner shall be re'poncibie for purchasing
Jnd maintaining 0\\ ner'<. liabilit\ incur;,'lce and, at the
Owner's option, may purchase and maintain in<.urance
for protection against claims \\ hich ma\' arise' from
operations under the Contract.
11.3 PROPERTY I/>:SURANCE
11.3.1 Unless otherwise provided, the O\\ner shall pur-
chase and maintain property insurance upon the entire
VVork at the site to the full in<.urable \alue thereof. This
insurance shall include the intcre<.b of 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 does not
intend to purchase such insurance for the full insurable
value of the entire \\lork, the Owner ,hall inform the
Contractor in writing prior to commencement of the
Work. The Contractor may then e({ect imurance which
will protect the interests of the Contractor, the Contrac-
tor's Subcontractors and the Sub-subcontractors in 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 purchase or maintain
such insurance and to so notify the Contractor. then the
Owner shall bear all reasonable costs properlv 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 Work stored oil the site or in
transit when such portions of the Work are to be in-
cluded in an Application for ?a\ ment under Subpara-
~raph 9.3.2.
11.3.2 The Owner shall purcha<e and maintain such
boiler and machiner\' insurance as ma\ be required by
the Contract Documents or by 1.,\\. This insurance shall
include the intere5ts oi the Owner. tne Conqruclion \bn-
ager, the Contractor, Subcontractor< "nd Sub-<.ubcontrac-
tors in the \"'Iork.
11.3.3 Any loss insu red under Subpa ragr aph 11.3.1 is to
be adjusted wilh the Owner and 1n.10o' p2yable to the
O\\ner as trustee for the insureds, as tkeir interests may
appear, subject to the requirements oi any applicable
mortgagee clause and oi SubpJ:~s:api~ :; 38 The Con-
tractor shall pal each Subcontr2.ctor .1 ;~bl ,~,are ot' any
insurance monies received by the CO:,'I,;ctor, and by ap-
propriate agreement, \\fitten \\rere lesa:lv rt-quired for
\2!ldlty, sh211 require each Subcontractor to make pay-
ments to their 5ub--ubconlractorc In sir: lar manner.
11.3.4 The Owner ~ha:1 iile a CUP\ of all policies \',ith
the Contractor before an e:\po~u'e 10 IC',~ rna\ occur.
11.3.5 If the Contractor reque,t' ;n \'. rlting that in~ur-
,lnce for risks other than those d",(:;bed in Subpara-
graphs 11.3.1 and 11.3.2, or other 'pecial ha7ards, be
included in the property insurance pollc\", the 0\\ ner
shall, if pOSSible. include such incurance, and the cost
thereof shall be chMged to the Contractor by appropriate
Change Order.
AlA DOCUMENT A201/CM . Clr-.:l,'L CO'-OI;IO'lS OF THE CO'1RACl FOR CO'5'Rl'CTIO'l
CO'-STRUCTIO' MASACE.\\E'T EC:~IO' . JUSE 1980 E01110' " AlAi!: . @1980 " THE
A"ERICA' "STITUTE OF ARCHITECTS. 173j '-EIV YORK A\E '- W . \\',~SH"CTOr-.:. O.c. :0006
A201!CM -1980 18
11.3.6 The O\\ner and the Contractor \\'aive 211 rights
,lC2In,: 11) cach other and the Subcontractors, Sub-sub-
(~\:J:~2c:ors, agents Jnd employees of each Olher, 2nd (2)
tho:- :\"(:-.:te(t, the Construction .~1anagEr and sepa~ate con-
tr,lctO:'. If any, and their subcontractors, sub-subcontrac-
tors, 2,:<.:nts and emjJlo)ees, for damages caused b\ fire or
0;'1(': "erils to the e:-.tent CO\Tred b\. insurance obtained
rL:r,l;2:Jt to this Paragraph 11.3 or any other property in-
~Urancc applicable to the Work, EXcept such rights as
the\ --'2:Y have to the proceeds oi such Insurance held
b\ trete 0\\ ner as tru,tee. The foregoing \\aiver afforded
t~,e .-\:(hltect. the Construction Manager. their agents and
enlp:c.ees shall not extend to the liabll:ty impo<ed by
SL:bp2'agrdph -1.18.3, The Owner or the Contractor, as
arprc't:':late, shall require of the !\Ichitect, the Construc-
tion V,anager, separate contractors. Subcontractors and
SUb-sl:bcontractors by appropriate agrc.ements. written
\\here legally required for \'alidity <imilar waivers each
In fa\or of all other parties enumerated in this Sub-
rarJgraph 11.3.6.
11.3.7 If required in writing by any party in interest, the
O\\nu as trustee shall, upon the occurrence of an in-
<ured loss, give bond for the proper pelformance of the
Owner's duties. The Owner shall deposit in a separate
account any money 50 received. and shall distribute it in
accorcance with such agreement as the parties in interest
may reach, or in accordance with an award by arbitration
in \\ hch case the procedure shall be as provided in Para-
gr"ph ;-.9. If after such loss no other special agreement
is mace, replacement of damaged Work shall be covered
b\. an appropriate Change Order.
11.3,8 The Owner, as trustee, shall ha\'e power to adjust
Jnd 'ettle any loss with the insurers unless one of the
part:e' in interest shall object, in \\ riting within five days
ai~er :he occurrence of loss, to the 0\\ ner's e:-.efcise of
thiS po\\er, and if such objection be made, arbitrators
shall be chosen as provided in Paragraph 1.9. The O\\ner
as tr~<tee shall, in that case, ma\..e selllement \\ ith the
Insurcs in accordance with the directions of slJch arbi-
trators. If distribution of the insurance proceeds by arbi-
tratio:-: is required. the arbitrators \\i11 direct <uch dis-
tflbu:,Jn.
11.3.9 If the Owner finds it nece'-sary to occupy or use
a por;lon or portions oi the \'\'or\.. prior to Sub<tantial
Concp:etion thereof, such occupwC\ shJII not commence
r'ior ~o a time mutuallr agreed to by the Owner and the
Con:'actor and to \Ihidi the insurance compam or com-
r.:~ "'- ;J:O\ id'f'g the properl\' in<~:':,ncc have c ",<cnted
b\ e~dorsement to the poliC\' or pO!lcle< Ihfo Insurance
,hail "ot be canceled or laD<ed on acco,-"t of <uch partial
OCCL::::ncv. Coment of th~ Contractor and of the insur-
.once' cc'm'pan'. or companies to <uch occupancy or use
<hall not be unrea<on"blv \\.ithheld.
11.4 LOSS Of USE I~SURA"'CE
11.4.1 The Owner, at the O\\ner"s option, ma\ purchase
"r,d :-,aintain insurance for protection apinst loss of use
of :~'" Owner's property due to fire or other hazards,
ho\'. C'. er caused. The Owner wail es all rights of action
a~,li~,'t the Contractor for loss 01 use of the Owner's
p:opte:ty, including consequential 10s<e' due to fire or
orne h,1lards however caused, to the otent cO'oered by
insur"nce under this Paragraph 11.4.
ARTIClE 12
--~-
CHA',,'GES IN THE WORK
12.1 CHASGr ORDERS
11.1.1 ..\ Chant" Older is a \\rilten order 10 the Con-
trMtor <igned to ''10\\ the recommendation of the Con-
struction I",~jn,l;c" the approval of the Archllect and the
,1uthoriz,ltlon 0: :-e 0\\ ner, Is:-ued "fter e\ecution of the
Contract, author,: ng a change In the Work or an "d;u;t-
ment in the CO~'ract Sum or the Contract Time. The
Contract Sum 2~:: the Contract Time mJV be chani:;cd
only by Change Order. A Ch"nge Older ~isned by the
Contractor Inc.cc'es the Contractor's agreement there-
\\ ith, includlm: ;-e adiustment in the Contr,lct Sum or
the Contract Tir-e. '
11.1.2 The O\'.ner, \\ithout Iflvalidating the Contract,
may order chan,:es in the \Vork within the general scope
oi the Contract c'nsisting of additions, deletions or other
re\isions. the Cc-:tract Sum and the Contract Time being
adjuqed accord;-:gly. All such changes in the Work shall
be .luthorized b.. Change Older, and sh,,11 be performed
under the app!C2ble conditions of the Contract Docu-
ments.
12.1.3 The co<t Jr C1edit to the Owner resulting from a
change in the \\ ork shall be determined in one or more
oi the followins .'.ays:
.1 by mutu2 acceptance of a lump sum properly
itemized 2~d <upported by sufficient <ubstanti"ting
data to pi'"mit e\aluation;
.2 by unit p' ces <tated in the Contract Documents or
subsequf~::y agreed upon;
.3 bv cost tc ~e determined in a manner agreed upon
by the p~-::es and a mutually acceptable fi\ed 0
percent2 S" fee; or
.4 by the rr,eJlOd provided in SubparagrJph 12.1.4.
12.1.4 If none oi the methods set forth in CI2uses
12.1.3.1,12.1.3.2 or 12.1.3.3 is agreed upon, the Cont~ac-
tor, prO\ided a \\ ~itten order signed by the 0" ner is re-
ceived, shall p:e::-;lptly proceed with the Work imol\ed.
The cost of sue Work shall then be determined b\ the
Architect, after ~.:)(lsultation with the Construction .\\an-
ager, on the b::',s oi the re.:sonable expenditures <.nd
S,1\ ings of tho,,,, "eriorming the Work attributable 10 the
change, includ-; in the case of an increase in the Con-
tract Sum, a 'i'2sonable allo\\ance for O\erhead and
proiil. In such C2'e. and also under Clauses 12.1.3.3 and
12.1.3.4 ab'Yd> ._~ (ontractor shall keep .-,nr. presert ;n
such iOlll1 J, ,-.: 0\\ ner, the :\[chilecl or the Con;:[uc-
tlon i,\,lnJger r::'. prescribe, an itemized accounting to-
gether With ap::-]p~iJte <upportl11g 0,1:a for inclusion in
a Change Ord,,' L'nless olhel\',ise plO\ ided ", the Con-
trilct Document' cost shall be limited 10 the 10110\'. in;:;:
coq of maleric', including sales tax and cost of deli'. er~':
cOot oi I.-d)or. ,~clud.ng <oeiJ1 'e(witv, old age 2nd
unemplo):l"1ent ~<urar,ce. and iringe I~,enefits required b...
agreement or c ".om; workers' or \\or\..men'< compensa-
tion in,urJnce ::.ond premiums; rental \a!ue of eq'Jip-
ment and mac -el\; and the additional cost< of SlTcr-
\ i<ion and fie!;:: c,j,ice personnel directly altrlbutab:~ 10
the change. p,,-,j:ng f!nal detc-rminJtion of co'! to the
O\\ner, pa\ flle~.:, on account <hall be made on the Ar-
chitect's appro',a! of a Project Certificate for PJ)ment
19 A101iCM ~ 1980
~I~ DOCUMEST A201-CM . GE....U~~l cc '.)ITIO....S Of THE CO....1RACT fOR CO'-SlRlCT:C.....
C')....STRUCTIO" MA!\AGEMEI'T EDITIC", . )L....E 1980 EDITION . .AIA! . :;: 1980 . ThE
......lRICA....I.'-qlll1E Of ARCHI~[ClS ",' '-l\\ \ORK AVE. ....\\.., \\~SHI'-Cl0...., 0 C ::.'-0,
.~;.... Rt.~!NG' ;;: li-:-E"5t'd .-:-,I~:"~0COPj':"; v:I)!21es U.S. C0ryr;g~t 12\".'5 end is :.:_:<~ct to If-gal pl"'Q~ecu~ion.
The ar:lount of credit to be allowed by the Contractor to
the Owner 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 Architect after
consultation with the Construction Manager. When both
additions and credits covering related Work or substitu-
tions are involved in anyone change, the allowance for
0\ erhead 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.sed
Change Order that application of the agreed unit prices
to the quantities of Work proposed will cause substantial
inequity to the Owner or the Contractor, the applicable
unit prices shall be equitably adjmted.
12.2 CONCEALED CONDITIONS
12.2.1 Should concealed conditions encountered in the
performance of the Work below the surface c:f the gr?u.nd
or should concealed or unknown conditions 111 an eXlstll1g
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 oi 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-
tracl, be encountered, the Contract Sum shall be equita-
bly adjusted 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 Construction fo,.1anager written no-
tice thereof within twenty days after the occurrence of
the e\ ent giving rise to such claim. This notice shall be
given by the Contractor before proceeding to execute the
\\'ork. except in an emergency endangering life or prop-
erty in which case the Contractor shall proceed 111 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 Arcl11tect
after consultation with the Construction Manager. Any
change in the Contract Sum resulting from such claim
-hall ;;e authorized by Change Order.
12.3.2 If the Contractor claims that additional cost is in-
volved because of, but not limited to, (1 i an\' written in-
terpretation pursuant to Subparagraph 2.3.11, (21 any or-
der b\ the O\\ner to stop the \Vork pursuant to Para-
graph3.3 where the Contractor was not at fault. or Jny
such order by the Construction Manager as the Owner's
agent. (3) any written order for a minor change in the
Work issued pursuant to Paragraph 12.4. or (4) tailure of
payment by the Owner pursuant to Paragraph 9.7, the
Contractor shall make such claim as provided in Sub-
parag-aph 12.3.1.
12.4 MINOR CHANGES IN THE WORK
12.4.1 The Architect will have authoritv to order minor
changes in the \Vork not involving an adjustment in the
Contract Sum or extension of the Contract Time and nol
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 Jny portion of the \York 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 \Vork 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 or WORK
13.2.1 The Contractor shall promptly correct all Work
rejected by the Architect or the Construction .\ lanager as
defective or as failing to conform to the Contract Docu-
ments whether obsen'ed before or after Substantial Com-
pletion of the Project and whether or not fabricated. in-
qalled or completed. The Contractor shall bear all costs
oi correcting such rejected \\'ork, including compensa-
tion for the r'\rchitecrs and the Construction .\1anager's
additional sen'ices made necessary thereby.
13.2.2 Ii, within one \ear ,liter the Date oi 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 oj any
applicable special warrant\' required by the Contract Docu-
ments, anv of the \Vorl-- is found to be dc1ect'\e or not in
accordance with the Cuntract Ducuments, the Contractor
shall correct it promptl\' after receipt of a \\ ritten notice
from the Owner to do so unless the Owner has previ-
(lush. gl\en the Contractor a written acceptance of such
(andillon This oblig,;tior. shall <urvive both fir,al palment
for the Work or desisna:ed por~on thereof and termina-
tion of the Contract. The O\\ner shall give 'uch notice
promptlv aiter dlscole1\ of the condition.
13.2.3 The Contractor shall remO\'e from the site all
portions of the Work \\ ".ich are defecti\'e or nonconform-
ing and \\ hieh rave no: been corrected under Subpara-
graphs 4.5.1, 13.2.1 "nd 132.2, unless remO\al is \\ai\ed
by the Owner.
13.2.4 Ii the Contractor fails to correct defecti\e or non-
conforming Work as provided in Subparagraphs 4.5.1,
AlA DOCL!MENT A201ICM . GE'ERM eO'OITIO'S Of THE co, TR~CT fOR CO'SrRl'CTIO,",
CO'SE~CTION \\A'AGE.\1ENT EDITION' JUNE 1980 [01110, . AIA@ . <D 1980 . lHE
~"ER:C~' "STI1UH Of ARCHITECTS. 1735 'E\\ lOR, .WE.. ,1\' \\ASH"'GTO". D.C 20006
;, - 'T;.:."',....-
A201/CM -1980 20
'C
. !;O.'-
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 \\lork within
a reasonable time fixed by written notice from the Archi-
tect issued through the Construction M"nager, 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 auction 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 an)' other obligation which the Contractor might ha\'e
under the Contract Documents, including Paragraph 4.5
hereof. The establishment of the time periods noted in
Subparagraph 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 e5lab-
lish the Contractor's liability wilh respect to the Contrac-
tor's obligations other th,ln <pecifically to correct the
Work.
13.3 ACCEPT ANCE Of DEFECTIVE OR
~ONCO~fORM'NG WORK
13.3.1 If the Owner prefers to accept defective or non-
conforming \Vork, the Ol\ner may do so instead of requir-
ing its removal and correction, in which case a Change
Order I\ill be issued to reflect a reduction in the Contract
Sum where appropriate and eqUitable. Such adjustment
shall be effected whether or not final pal ment has been
made.
ARTiClE 14
---
TERMINATION OF THE CONTRACT
14.1
14.1.1
under
TERMINATION BY THE CONTRACTOR
If the Work 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 \\lork should be
<lopped 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
Paragraph 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 \\'ork 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-
lion, or otherwise is guilty of a substantial violation of a
prO\ision of the Contract Documents, and fails within
5even days after receipt of written notice to commence
and continue correction of such default, neglect or ,'iola-
tion wilh diligence and promptness, the 01\ ner, upon
certification by the Architect after consultation with the
Construction Manager that sufficient cause exists to justify
<uch action, may, after ~e\'en days follol\ing receipt by
the Contractor of an additional written notice and with-
out prejudice to any other remedy the O\\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
any further payment until the Work is finished.
14.2.2 If the unpaid balance of the Contract Sum ex-
ceed, the costs of fini-hing the Work, including compen-
5ation for the .'\rchitect's and the Construction .\\anager's
.,ddition.ll <ervices made necessary therebv, such excess
,h,lll be paid to the Contractor. I( ~uch co~ts exceed the
unp,lid balance, the Contractor shall pay the difference
to the Owner. The amount to 1)(' paid to the Contractor
0r to the 0\\ ner, as the ca~e mav be, <h.,11 be certified by
the ,'\rchitect. upon application, in the manner provided
in Parasraph 9.4, and this obligation for payment shall
'ur\ile the termination of the Contract.
21 A201 /CM - 1980
AlA DOCU.~\Ei';T ~~Ol.CM . Cf'ER\L CO'DITlO'S OF THE CO'TRACT FOR CO:--'SlRlCTIOS
COSSTRl'CTIOS \',;-.;..\C[\'\E"T lDITIOS . JL.'E 1980 EDITION . AlA!. . @1980 . THE
.,\\[RIC;' I'Sll'L ,[ OF ..\RO>IHC1S. I-J) :--'EI\ YORK AVE. 'IV., \\ASHI'CTOS. D.C. 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:
"In case of discrepancy or disagreement in the contract
documents, specifications, and/or drawings, the ORDER OF
PRECEDENCE shall be:
Contract Agreement
The addenda as issued
The Supplementary General Conditions
General Conditions
The General Requirements
The Technical Specifications
The Drawings (Large scale detail drawings take
precedence over smaller scale general drawings).
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 eM.
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:
"The 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 - a fter the word "properly," add:
"It 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
schedule, all at no additional cost to the Owner."
4. Subparagraph 2.3.15 - delete in its entirety.
5. Subparagraph 2.3.18 - delete the word "reasonable" in the
sixth (6th) line. After the word "promptness", add
"consistent with the constraints of the project schedule so
as to cause no delay."
--
01/06/92 SUPPLEMENTARY 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. II
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 sar:-!e person or entity identif ied 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 tines. 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 renove 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."
3. Add new subparagraph 4.4.4 as follows:
liThe Trade Contractor shall be totally responsible for the
security of his work, materials, equipment, supplies, tools,
machinery, and construction equipment."
4. Add new subparagraph 4.4.5 as follows:
liThe Trade Contractor shall be responsible for complete,
timely and accurate field measurements as necessary for
proper coordination, fabrication and installation of his
materials and equipment. The Trade Contractor agrees to
cooperate with the Construction Manager, if required, to
accommodate any discovered variations or deviations from the
Drawings and Specifications so that the progress of the Work
is not adversely affected."
5. Subparagraph 4.9.1 - add the following sentence:
liThe superintendent shall be satisfactory to the
Construction Manager and shall not be changed except with
the consent of the Construction Manager, unless the
superintendent proves to be unsatisfactory to the Trade
Contractor or ceases to be in his employ."
6. Subparagraph 4.10.1 - add the following sentence:
"This schedule, to be submitted within three (3) days after
Contract Award, shall indicate the dates for the starting
and completion of the various stages of construction, shall
be revised as required by the conditions of the Work, and
shall be subject to the Construction Manager's approval."
7. Add new subparagraph 4.10.2:
liThe Construction Manager will conduct a weekly scheduling
meeting which the Contractor shall attend. At this meeting,
the parties can discuss jointly such matters as progress,
scheduling, and problems."
8. Add new subparagraph 4.12.9:
"If materials specified in the Contract Documents are not
available on the present market, the Trade Contractor may
01/06/92 SUPPLEMENTARY GENERP_L 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
following:
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.1I
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 \'-'ork itself)...1I
At the end of the paragraph add the following paragraph:
"The first ten dollars ($10) of remuneration paid to the
CONTRACTOR is for the indemnification provided for above. II
04/16/92
SUPPLEMENTARY GENERAL CONDITIONS(ADD. 10) 00805 -58
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:
lilt 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 lIinitiates,"
delete the words "an arbitration proceeding" and substitute
"a 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," delete the word "arbitration" and substitute "claim."
4. Add new subparagraph 6.2.6:
"Should 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:
ItThe 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:
"The Owner or Construction Manager (as the case may be) and
the Trade Contractor each binds himself, his partners,
successors, assigns, and legal representatives of such other
party in respect to all covenants, agreements, and
obligations contained in the Contract Documents. Neither
party to the Contract shall assign the Contract or sublet it
as a whole without the written consent of the other."
3. Add new Subparagraph 7.2.2:
"The Trade Contractor shall not assign any monies due or to
become due under this Contract without prior written consent
of the Owner or Construction Manager."
4. Subparagraph 7.8.1 - delete in its entirety.
5. Paragraph 7.9 'Arbitration' and all associated subparagraphs
7.9.1, 7.9.2, & 7.9.3 - delete in their entirety.
ARTICLE 8
1. Subparagraph 8.3.1 - delete in its entirety and insert the
following:
"If the Trade Contractor is delayed, at any time, in the
progress of the Work, by any act or neglect of the Owner,
Construction Manager, or the Architect/Engineer, or by any
employee of either, or by any separate contractor employed
by the Owner, or by changes ordered in the Work, or by fire,
unusual delay in transportation, adverse weather conditions
not reasonably anticipatable, unavoidable casualties or any
causes beyond the Trade Contractor's control, or by delay
authorized by the Owner, Construction Manager, or by any
other cause which the Construction Manager determines may
justify the delay, then the Contract Time shall be extended
by no cost Change Order for such reasonable time as the
Construction Manager may determine, in accordance with
subparagraph 6.2.6."
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:
lilt 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":
IIAIl 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."
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. II
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.
ARTJCLE 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 Comm~ssioners, or Monroe
County,
c/o Morrison-Knudsen/Gerrits
P.O. Box 5283
Key West, FL 330~0
2. Subparagraph 11.3.7 - second sentence, delete the phrase,
"..., 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,
'I.. .arbitrators shall be chosen as prov~ded in Paragraph
7.9"
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (~~D. 2)
00805 - 13
4. Subparagraph 11.3.1 - delete in its entirety, and insert the
following:
II Throughout the term of the CONTRACT, the OI'lNER shall
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 o\'mER I S property
insurance policy contains certain exclusions which are
ava i lable upon request from the CC~~STRUCTION l-iANAGER. II
04/16/92
SUPPLEMENTARY GE;~ERAL 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 word "change" in line 25, with the
following:
"Pending final determination of cost, payments on account
shall be made as determined by the Construction Manager.
The 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:
liThe actual cost of Changes in the Work may include all
items of labor or material, power tools, and equipment
actually used, utilities, pro rata charges for foreman, and
all payroll charges such as Public Liability and Workman's
Compensation Insurance. No percentage for overhead and
profit shall be allowed on items of social Security and
Sales Tax. If deductions are ordered, the credit shall be
the net cost. Items considered as overhead shall include
insurance other than that mentioned above, bond or bonds,
superintendent, timekeeper, clerks, watchmen, use of small
tools, incidental job costs, and general office expenses.
The actual cost of Changes in the Work (other than those
covered by unit prices set forth in the Contract Documents)
shall be computed as follows:
12.1.6.1 If the Trade Contractor performs the actual
Work, the percentage mark-up for overhead and profit
shall be a 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:
tiThe 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."
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
~~AGER'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
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.
1.2
PROJECT SAFETY AND HEALTH REQUIREMENTS
1.2.1
It is recognized that it is good business and evidence
of competent leadership to prevent the occurrence of
incidents that lead to occupational injuries or
illnesses. Safety and health requirements on this
project include, but are not limited to, the following:
.1 In general, this accident prevention policy is
based on a sincere desire to eliminate personal
injuries, occupational illnesses, and equipment
and property 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
PROJECT SAFETY AND HEALTH PLAN
00970 - 1
.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
00970 - 2
PROJECT SAFETY AND HEALTH PLAN
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
00970 - 4
PROJECT SAFETY AND HEALTH PLAN
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 -{-ADB--.--3-T
(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:
Note:
Note:
Morrison-Knudsen/Gerrits will record the minutes
to this inspection meeting and distribute
accordingly.
. 3
Follow-up Inspections - The Trade Contractor's
Quality Control Representative will inspect the
work daily to assure the continuing conformance of
the work to the workmanship standards established
during the preparatory and initial inspections.
Additionally, as a part of the follow-up
inspection, sign-off sheets will be utilized as
often as possible. The intent of these sheets 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
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
00980 - 4
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 fABB~
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 o~ner will expect no more and
through Quality Assurance, the construction team will
provide no less.
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (~DD. 3)
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 AlE'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 AlE'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, andlor drawings, this section will take
precedence over the Supplementary General Conditions, General
Conditions, General Requirements, technical specif ications 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
Applications for Payment.
of
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 specified in
section 01700.
1..4 SUBMITTAL PROCEDURES
A. The initial Appl ication for Payment wi 11 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. Submi t 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 cons ide red 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 wi 11 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, rr.J</Gerri ts and the
Architect, which amends the Contract Documents as
described, and authorizes the Contractor to proceed with
a change which affects the Contract Sum or the Contract
time, for inclusion in a subsequent Change Order.
1..3 PRELIMINARY PROCEDURES
A. A change may be initiated by submitting a Proposal
Request to the Contractor. Request will include:
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
authorization for the Contractor to proceed with changes.
D. At completion of the change, submit itemized accounting
and supporting data as provided in the Article
"Documentation of Proposals and Claims" of this section.
E. The allowable costs of such work will be determined as
provided in the General Conditions and Supplementary
Conditions.
F. The Owner, Construction Manager and Architect will sign
and date the Change Order to establish the change in the
Contract Sum and in the Contract Time.
04/30/91
CHANGE ORDER PROCEDURES
01028 - 2
G. The Owner and the Contractor will sign and date the
change Order to indicate their agreement.
1..5 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal, and for
each unit price which has not previously been
established, with sufficient substantiating data to allow
evaluation of the quotation.
B. On request provide additional data to support time and
cost computations:
1. Labor required.
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credi t for the work deleted from the Contract,
similarly documented.
6. Overhead and profit.
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 prof it
shall be a maximum addition of fifteen percent
(15%) on his direct work only.
7. Justification for change in the Contract Time.
C. Support each claim for additional costs, and for the work
done on a time-and-material/force account basis, with
documentation as required for a lump-sum proposal, plus
additional information:
04/30/91
CHANGE ORDER PROCEDURES
01028 - 3
1. Name of the Owner's authorized agent who ordered
the work, and date of the order.
2. Dates and times the work ,.,ras performed, and by
whom.
3. Time record, summary of hours worked, and hourly
rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of
use.
b. Products used, listing of quantities.
c. Subcontracts.
5. signature of Construction Manager's Superintendent,
concurring with quantities.
1..6 PREPARATION OF CHANGE ORDERS
A. The Construction Manager will prepare each Change Order.
B. Change Order form: AlA Document G701/CM.
C. Change Order wi 11 descr ibe changes in the Hork, 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 UNIT PRICE CHANGE ORDER
A.
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.
01028 - 4
04/30/91
CHANGE ORDER PROCEDURES
-
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,
14 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 corr~unication, 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
SECURITY PROJECT PROCEDURES
01130-2
11/18/91
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 1/211 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 lettering 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 mater ials 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
material.
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
SECURITY PROJECT PROCEDURES
01130-4
11/18/91
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 is 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. Tte 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 meetings:
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 wi 11 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 identif ication
which describes submittal requirement.
3. Submittal information required, (i.e., sample, test
data, shop drawing, etc.).
08/20/91
SCBMITTALS fA&&~
01301 - 1
B. The Contractor shall also supply the following dates in
order to meet the project schedule.
1.
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 CM or AlE
should be aware of.
2 .
3.
of material or
4.
C. The Contractor shall allow a minimum of (2) weeks for
review of submittal by AlE (in calendar days).
D. The submittal master record will then be used to track
submittals within the process.
1.4 SHOP DRAWINGS
A. Submit legible shop drawings in the form of positive
print ing reproducible transparencies, commonly ca lIed
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 Slze 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. Suppl ier
e. Manufacturer
information:
SUBMITTALS ~ADD.l)
01301 - 2
08/20/91
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 eM. 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.
SUBMITTALS (^DD.1)
01301 - 3
08/20/91
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 submittal, make changes or notations as
necessary to conform to the Contract Documents, identify
such review with review stamp and forward reviewed
submittal with comments to the Construction Manager for
review. Return submittals not meeting Contract
requirements to subcontractors and do not forward such
submittals to the Construction Manager.
B. Submit catalog sheets, product data, shop drawings and
where specified, submit calculations, material samples,
color chips or charts, test data, warranties and
guarantees all at the same time for each submittal item.
C. Verify field measurements and product catalog numbers or
similar data.
D.
Clearly identify on the
Construction Manager
submittals from the
Documents.
submittal a~d transmittal to the
in writing of deviations in
requirements of the Contract
E. After the Construction Manager's and the Architect I 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.
08/20/91
SUBMITTALS (ADD.1+
01301 - 4
".-",;,..~,
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
Archi tect' 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 sha 11 distr ibute
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 v.'i th each
horizontal bar, clearly defined.
C.
Scale and spacing:
revisions.
to provide space for notations and
D. Sheet size: minimum 8 1/211 X 1111.
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 log ica lly
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.
OS/20/91
PROGRESS SCHEDULES
01310 - 2
,...."",""',
1..5 SUBMITTALS
A. Submit initial schedules within (3) days after award of
Contract.
1. The Construction Manager will review schedules and
return review copy within ten (10) days after
receipt.
2. If required, re-submit within seven (7) days after
return of review copy.
3. Submi t revised Progress Schedules with each
Application for Payment.
1..6 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor,
in writing, any problems anticipated by the projections
shown in the schedules.
Note: It is not incumbent upon the Construction Manager
to notify the Trade Contractor when to begin, to
cease, or to resume work nor to give early notice
of faulty or defective work, nor in any way to
superintend so as to relieve the Trade Contractor
of responsibility or of any consequence of neglect
or carelessness.
**************
END OF SECTION 01310
OS/20/91
PROGRESS SCHEDULES
01310 - 3
SECTION 01370
SCHEDULE OF VALUES
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Schedule of Values allocated to the various
portions of the Work, submitted within three (3)
days after award of the Contract.
2. Upon request of the Construction Manager, support
the values with data which will substantiate their
correctness.
3. The Schedule of Values, unless objected to by the
Construction Manager, forms the basis for the
Contractor's Applications for Payment.
1..2 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Type schedule on AlA G703 Form; the Contractor's standard
forms and automated printout will be considered by the
Construction Manager upon the Contractor's request.
Identify schedule with:
1. Title of Project and location.
2. The Architect and Construction Manager.
3. Name and Address of the Contractor.
4. Contract designation.
5. Date of submission.
B. List the installed value of the component parts of the
Work (broken down into labor and material and physical
location) in sufficient detail to serve as a basis for
computing values for progress payments during
construction.
c. Follow the Specifications as the format for list.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 follm..ing
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.
2 .
the various portions of the Work:
Include a directly proportional amount
Contractor's overhead and profit for each
For items on which progress payments
requested for stored materials, break
value into:
a. The cost of the materials, delivered and
unloaded, with taxes paid.
b. The total installed value.
Submit a subschedule for each separate stage of
work specified in section 00300.
of the
item.
will be
down the
F.
For
1.
3 .
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
overhead and profit.
E. The installed unit value multiplied by the quantity
listed shall equal the cost of that item in the Schedule
of Values.
1..4 REVIEW AND SUBMITTAL
.r:.... After review by Construction l~anager, rev ise and resubmit
schedule (and Schedule of Material Values) as required.
SCHEDULE OF VALUES
01370 - 2
04/30/91
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
representati ve of the contractor, and should the
signature root 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
Construction Manager's photocopy ing faci 1 i ties 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
DAILY CONSTRUCTION REPORTS
01385 - 2
11/21/91
1\lO:\ROE COUNTY CAPITAL 11\lPROVE~IENT PROJECTS
CONTRACTOR~S DAIL,y REPORT
PROJ ECT: DATE: SHEET OF
....--......~~.~--...=_... - -
"~'CV"FJel"i."'~~
CONTRACTOR: CONTRAC:RO.:
iiP~~~~~~~L-;- ~ _~~?-~7- ....-..oJ:)>o~ "-~'~~X~"A.-~.l -l~ J X""'---..
\L\.10R SHIPMENTS RECEIVED TODAY \1..\JOR EQUIPMENT USED
~&.~.....-~~.:-;~.~ --_.~: ,
NUMBER Or- PERSONNEL O\SITE LlST SUBCONTRACTORS ONSITE
OFC C C C C C C SC SC
T
0
T
A
L
~-'"'>.,"",!oo -- : ..,~ - :~,,,;,,~-x:i;~;'~2"/'J'(~ l" .JIij-:.tl'- .I!P;l~";}.
DEFlCIE\CIES NOTED/CORRECrED; I;\SPECTIONS ~dADE; TESTS CONDUCTED:
QC REPRESENTATIVE:
SAFETY VIOLATIONS NOTED/CORRECTED:
FULL D[~CRIPTlON OF WORK PERFOR~,~ED BY AREA; I~'CLUDE A'iY PROBLE\lS:
~-
----~ --
--
~-_._-
---
~------'-'-
---_._---~-----
~ SITE :::'EPRESENT,\TIVE:
- ,3:.TTACTl7;,D-STIEF, JI- ;-"1- . )1-1
2~'D SHEET
r=c --- SI~~I~~-=-~~_=:='--l
CO~TRACTOR'S DAILY REPORT
...,.,.~~..-----"--=-_........"=.<,.""....=~ ----.------ --~------
PROJECT: -- WORK 0;\)':
---~-
CO~TR/\CT ~O.: DATE:
..;.~~!':'~....,'-Ili'!Z::':"n.~ - -.~.-
DESCRIPTIO~ OF WORK PERFORMED - Liq ~clil ilics 'ldrlcd, ~cti\'ilics romplclctl, deJ:,ys, rc.:JSOl1S for del:,)'s, ;,nd
1c.:'SOl1S fClr pl1"ihle future debys.
-- .. .~.:.~~~-:.I.~~ - -
-----
----
--
--
-----
--~
u_
--
--
--
--
--------
...-.--...-.----.
---"-..--------------.-- --
-- .u__
I
-----
--- -------------
------------ ---
---~~~-- -------~- - .._u__
-~-------
-- ----~-------
-.---.--__.__-0 - :-:":::-=-=--"::==-:-_"'::."':":..---
------
SECTION 01395
DOCUMENT CLARIFICRTION 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 OCR 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 OCR is a tool established to provide expedient
clarifications of contract drawings, specifications or
field conflicts. It is not meant to be a substitute for
good communication.
B. 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 u~ILIZATION OF OCR FORM
A. The CM will make available the OCR forms for the
contractors use. Attached is a copy of the OCR form, and
the instruction sheet.
*************
ENO OF SECTION 1395
11/21/91
DOCUMENT CLARIFICATION REQUESTS
01395 - 2
DOCUMENT CUI.RIFlCATlON REQUEST No.
From: To: Morrison- Kn udsen/Gerri ts Contract No.
P. O. Box 5283
Key West, FL 33045 Receipt
(305) 292-7845 Logged:
Problem By: DwglSpc( No./Revision/Dcl;' iL'Scrt So.
NE Proje<:t No.
Civil Siructura) Architectural _Scrurity _PLB HVAC Elc(trical Specs '
Subje<:l: .
Problem & suggested solution: H.
~--
-
I ~1K/G Review:
Solution:
--
Solution b\': l Date: J MK./G: I Date:
JCKUI
-. [){)Cl'IolD,r CU~nCA 110S R[Q~(ST ~o. (51-
From; -f Momson-Knuo;h.cr.<;emu CDtlUiI(\ p.;o. @'
._~,-- p, O.lku. 52K.'
KC"V WOL FL ))().t~ Rcn:lpl (D
()05) ~>7M~ Lowd
rrobkm By;--(Z. \ M_ ~"'n(.f":""""'" ,.
A.I[.Pn~~ 11D'
'5 eMl ~..L""",.r..1 "..,.,.,.co...J ....nn ,.... HVAC ~f..:21 '-
,...,.., itO )
P"rot>k.. . ''',ro.1>:! IdllUOfl
('I
--
n' ------
I l.n.:'<'!<.("O'IIA ~
Sol~IOA.
(~:
-....-----------
----------- ---'"
-.
~ 115 111m. fu,' ,~ {t1- !IM :r~
",-X"
~. By Contractor:
1. Frott: The OCR ..-ill al\.1ays be fTOrr. the prizr,e contractor.
Subcontn~ctcrs to the rrire contractor shall st;btr,it DCR's
through their prime contractor.
2. Problem By: This can be the subcontractor, or the prime
contractor, or the established prime centroctor
representative, or the established subcontractor
repre~entative.
3. Contract No.: This is the approved contract, contract
nur..ber.
4. Dra,,'ing No.: Here insert as much inforr..ation as possible
to describe the location in the contract documents ot the
particular problem you are asking clarification. Include
revision level of dra",'ings, and date. Include detail
r.un.beTs, include section numbers, include specification
s~ctiDn nu~ers, paragraph locations, all as applicable.
5. civil, structural, etc.: Here note the particular
division of ~orK 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 is
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 particular
drawing detail and attach if necessary.
B. By Morrison-Knudsen/Gerrits:
8. DCR No.: Numbers ~ill be aS5igned as follows:
xx-
Project
xxx-
Contractor No.
XXX
Sequential No.
For instance, the first OCR from the contr~ctor of
Contract No. 001 on the Ne. ~tention facility, would be:
KJ-001-001
~s another €xa~ple: The SEventh consecutive OCR logged
on the }-:e....' Detention facility, ""as received from the
contractor of Contract No. 005, would be:
KJ-005-007
9. Feceipt U09ged: This ~ill be the date received by the
C1". from the contract.or, and will s~rve as ttle r€:ference
date.
10. AlE Project lio.: The AlE's project nu",ber .';11 be
inserted here, ~here and ~hen applicable.
11, ~KjG Revie.: This .il1 be the sign~ture or initials of
the Construction Y.anager, upon review cf t.he problem,
.ith the d~te of sign-Off.
12. MKjG Revie....: 7'1'.is ....ill be the signature cr initials of
the construction Manager, upon review of t~e solution.
13. Date: This -,d11 be the date of )ol;K/G review and sign-
off.
C. By ArChitect/Engineer:
1~, Solution: 1he hiE ~i:l here insert the solution to the
prabler.;, or ans.....e:- In some other fashion the
cla.rification being requested. The AlE lLay herein
confirm the contractor's proposed solution.
15. Solution Ey: 'The entity providing the solution is to
sign here. This may t.e U.,e Construction Manager .....hen
particular clarifica~ions are bEing re~~ested that can
be answered by the a. Ct.herwise, it ""ill be the J../E
represent.ative.
16. Date: This .....j}} be t.rl€ date of SigTI-off, or ar.~1,.'Ering
the OCR by the A/E,
D. F"art-Ey~Fart Distribution of E.-part DCR Fonr.:
a. 'I'."':-.len the cc:-,tractor s-t:=-;:its DCR, he .....ill retain f:?.9Ld.::nrod
copy.
b. r-:-.en received t'y the contractor, C~ ....'ill retain ~
copy.
c. The OCR then is sub;r.,itted to the A/E. Once ans.....ered, the
AlE returns to eM, but rEt.ains ~an~ copy.
d. eM revie.s a~s~er, and s~nds ~ copy back to
contractor. ey. ....'i11 retain original ~ite copy for
office files, and ~}ue co~y 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) Standards or accepted values of
natural physical constants.
E. Meet "Recommended Requirements for Independent Laboratory
Qualification", published by American council of
Independent Laboratories.
1..5 TESTING LABORATORY RESPONSIBILITIES
A. Test samples of mixes.
B. Provide qualified personnel at the site. Cooperate with
the Architect, Construction Manager and the Contractor in
performance of services.
C. Perform specified inspection, sampling, and testing of
Products in accordance with specified standards.
D. Ascertain compliance of materials and mixes with
requirements of the Contract Documents.
E. Promptly notify the Construction Manager and the
Contractor of observed irregularities or non-conformance
of the Work or products.
F. Perform 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
TESTING LABORATORY SERVICES
01410 - 2
11/21/91
5. Identif ication of product and Speci f ications
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 AlE,
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.
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.
E.
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.
Materials shall be new, adequate in capacity for the
required usage, not create unsafe conditions, not violate
requirements of applicable codes and standards, and
comply with NEC Art. 305 - Temporary Wiring.
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, 12 O-Vol t grounded
outlets, with GFCI Protection for personnel.
See Detail IIBII.
b. located so that power 1S available at any
point of use with not more than 100 ft. power
cords.
c. minimum: one power center on each floor.
d. circuit-breaker protection for each outlet.
e. One panel each for Building Areas
A,B,C,D,E,F,K,L,M,N,O,P and Q.
5. The capacity of each power center in 4. above shall
be 120/240 volts single phase, minimum 50 Amps.
6. The Trade Contractors shall notify the Temporary
Power Contractor when unusually heavy loads, such
as for welding and other equipment with special
power requirements, will be connected so that the
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 power service, shall 17.aintain
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 "C" 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. Feeders and Branch Circuits in 15. and 16. above
shall be protected from physical damage.
18. See Detail "c" 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 "A", 2 lights total.
Temporary Lighting power will be fed from the panels and power
centers covered under section 2.2 TEMPORARY ELECTRICITY.
2.4
TEMPOR~Y 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 Powel
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
requirements. Temporary artificial lighting in
Work areas shall produce uniform illumination of
20-foot candles.
2. Any Trade Contractor requiring temporary lighting
in addition to that specified, including lighting
for security, temporary offices, storage, shops and
other construction buildings, shall arrange and pay
for such additional temporary lighting.
3. Power requirements and source will be coordinated
with Article 2.2 above.
4. The Electrical Contractor shall comply with the
applicable requirements specified in sections of
Division 16 - Electrical. Materials shall be new,
and must be adequate for required usage, and must
not violate requirements of applicable codes and
standards.
5. Receptacles, fixtures and controls shall be
standard products, meeting UL standards.
6. 'The Electrical Contractor shall comply with all
applicable requirements specified in sections of
Division 16 Electrical, when installing the
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
tenporary materials and equipment at Project
Completion, except for high voltage underground.
11/21/91
TEMPORARY UTILITIES
01510 - 4
2.7
2.8
TEMPORARY HATER
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.
E.
Each Trade Contractor shall be responsible for providing
any additional water (if needed) for construction
purposes. In addition, each Trade Contractor is
responsible for providing potable drinking water for his
personnel and employees, as well as suitable containers,
ice and salt tablets in sufficient quantity to meet the
needs of his labor force.
TEMPORARY HEATING, COOLING AND VENTILATING
Each Trade Contractor shall be responsible for providing, and
operating and maintaining temporary heating, cooling and
ventilating, as required, to maintain adequate environmental
conditions to facilitate the progress of his Work; to meet
minimum condition for the installation of materials; and to
protect materials and finishes from damage due to temperature
or humidity. Each Trade Contractor, subject to the approval
and direction of the Construction Manager, shall:
1. Provide adequate forced venti lation of enclosed
areas for curing of installed materials, to
disperse humidity, and to prevent hazardous
accumulations of dust, fumes, vapors, or gases.
2. If portable heaters are required, utilize only UL
approved units complete with controls.
3. Insure that all safety devices specified for
operation of equipment are functioning properly.
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.
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
11/21/91
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.
COI1.ply 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
cor-pletion of the Work all scaffolds, staging, ladders,
stairs, ramps, runways, platforms, railings, chutes, and
other such facilities and equipment required by his
personnel to insure their safety and facilitate the
execution of the Work.
1. Each Trade Contractor shall comply with all
Federal, State and local codes, laws and
regulations governing such construction aids.
2. Each Trade Contractor shall relocate such
construction aids as required by the progress of
construction, by storage or work requirements, and
to accommodate the legitimate requirements of the
Owner or Construction Manager or other separate
contractors employed at the site.
3. Each Trade Contractor shall completely remove
temporary scaffolds, access, platforms, and other
such materials, facilities, and equipment, at the
completion of the Work or when construction needs
can be met by the use of the permanent
construction, 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,
suppl ies I tools I machinery I and construct ion
equipment is adequately protected from damage or
theft and shall provide, maintain and remove such
addi tional temporary enclosures as may be deemed
necessary.
The foregoing obligations of the Trade Contractor are in addition
to his obligations under Article 10 of the General Conditions.
****************
END OF SECTION 01520
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
temporary access roads or parking facilities required by
his Work, other than that which has been provided by the
Owner.
B. Any Trade Contractor excavating across an access road or
parking area shall backfill and compact his excavation
and resurface the road or parking area to match the
existing surface. The Trade Contractor shall comply with
all applicable Specifications when so doing.
*********************
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 posi ti ve means to prevent a irborne 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 J::}easures such as berms, dikes, and
drains, to prevent ~ater flow.
D. Construct fill and waste areas by selective placement to
avoid erosive surface silts or clays.
E. Inspect earthwork to detect evidence of eros ion 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 materials and methods recommended
by manufacturer of the surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended 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 DURING CONSTRUCTION
A. Execute cleaning to keep the Work, the site and adjacent
properties free from accumulations of waste materials,
rubbish and windblown debris, resulting from construction
operations.
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
04/09/91
CONSTRUCTION CLEANING
01595 - 2
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Products
2. Transportation and handling
3. storage and protection
4. security
1. . 2 PRODUCTS
A. Products: means new material, machinery, components,
equipment, fixtures, and systems forming the Work. Does
not include machinery and equipment used for preparation,
fabrication, conveying and erection of the Work.
Products may also include existing materials or
components required for reuse.
B. Do not use materials and equipment removed from existing
premises, except as specifically permitted by the
Contract Documents.
c.
Provide interchangeable components
manufacturer, for similar components.
of
the
same
1..3 TRANSPORTATION AND HANDLING
A. The Trade Contractor shall be responsible for the
transportation of all materials and equipment furnished
under this contract. The Trade Contractor shall also be
responsible for loading, receiving and off-loading at the
site all material and equipment installed un der this
Contract, whether furnished by the Trade Contractor or
the Owner. Unless otherwise provided, the Construction
Manager will not accept delivery on behalf of the Trade
Contractor for his materials and equipment. The Trade
Contractor shall be responsible for coordinating the
installation within the buildings of equipment that is
too large to pass through finished openings.
B. Transport and handle products in accordance with
manufacturer's instructions.
C. Promptly inspect shipments to assure that products comply
04/09/91
MATERIAL AND EQUIPMENT
01600 - 1
with requirements, quantities are correct, and products
are undamaged.
D. Provide equipment and personnel to handle products by
methods to prevent soiling, disfigurement, or damage.
1..4 STORAGE AND PROTECTION
The Trade Contractor shall be responsible for the proper
storage of all materials, supplies, and equipment to be
installed under this Contract. Materials stored on site but
not adequately protected will not be included in estimates for
payment. Except for materials stored within designated and
approved storage sheds, vans, or trailers, the Trade
Contractor shall not bring onto nor store in any manner at the
site any materials and equipment which will not be
incorporated into the permanent Work within seven (7) days
from the 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
04/09/91
MATERIAL fu~D EQUIPMENT
01600 - 2
SECTION 01630
POST-BID SUBSTITUTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Post-bid substitutions
1.2 SUBSTITUTIONS
A. Base Bid shall be in accordance with the Contract
Documents.
B.
After the end of the bidding
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 compar ison 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 will 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 substi tute product as for the product
specified.
3. Coordination and installation of the accepted
substitution into the Work will be accomplished and
changes as may be required for the Work to be
complete will be accomplished.
4. Claims for additional costs caused by substitution
which may subsequently become apparent will be
waived by the Contractor.
5. 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
P~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 insL_ad (
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 specificatioI
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, equi
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 1
the above terms. Failure to provide legally binding signature will resu:
in retraction of approval.
For use by the Architect:
____Recommended ____Recommended as noted
_~iot 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 other
trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same
Different. Explain:
F. Reason for Request:
G.
Itemized comparison of specified item(s)
substitution; list significant variations:
with 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 prior to
start-up of each item.
C. verify that each piece of equipment or system has been
checked for proper lubrication, drive rotation, belt
tension, control sequence, or other conditions which may
cause damage.
D. Verify that tests, meter readings, and specified
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 faci Ii tate start-up acti vi ties.
H. When specified in individual specif ication 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.
I. Submit a certified written report that equipment or
system has been properly installed and is functioning
correctly.
PART 2 - PRODUCTS
Not Used
pART 3 - EXECUTION
Not Used
**************
END OF SECTION 01650
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 aemonstrations.
C. Submit reports within one week after completion of
demonstrations, that demonstrations and instructions have
been satisfactorily completed. Give time and date of
each demonstration, and hours devoted to demonstration,
with a list of persons present.
PART 2 - PRODUCTS
NOT USED
PART 3 ~ EXECUTION
3..1 PREPARATION
A. Verify equipment has been inspected and put into
04/30/91
SYSTEMS DEMONSTRATIONS
01670 - 1
operation;
performed;
operational.
testing, adjusting, and ba lancing 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,
maintenance, servicing, trouble-shooting and
each item of equipment at agreed-upon
designated location.
adjustment,
shutdown of
times, at
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
01670 -- 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. Submit to the Construction Manager when the Work is
substantially complete:
1. A written notice that the Work, or designated
portion thereof, is substantially complete.
2. A list of items to be completed or corrected (Punch
List) .
3. Request Substantial Completion Observation at a
mutually agreeable date.
4. Certifications of systems and testing/balancing
final reports.
5. Submit evidence of compliance with requirements of
governing authorities:
a. Certificate of Occupancy
b. Certificates of Inspection:
1) Elevators
2) Mechanical systems
3) Electrical systems
4) Kitchen equipment
04/09/91
CONTRACT CLOSEOUT
01700 - 1
5) Fire protection system
6) Secur i ty system
B. within a reasonable time after receipt of such notice,
the Architect, the Construction Manager, the
Contractor,and the Owner, will make an observation to
determine the status of completion.
C. Should the work be determined to not be substantially
complete the following will occur:
1. The Construction Manager will promptly notify the
Contractor in writing, giving the reasons.
2. The Contractor shall remedy the deficiencies in the
Work, and send a second written notice of
substantial completion.
3. The Work will be reobserved.
D. When the Work is considered substantially complete, the
following will occur:
1. The Construction Manager will prepare a Certificate
of Substantial Completion on AIA Form G704,
accompanied by the Contractor's Punch List of items
to be completed or corrected, as ver i f ied 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 compl iance 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.
04/09/91
CONTRACT CLOSEOUT
01700 - 2
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 paYlnent 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
CONTRACT CLOSEOUT
01700 - 3
04/09/91
4. Previous payments
5. Sum remaining due
C. The Construction Manager will prepare a final Change
Order, reflecting adjustments to the Contract Sum which
were not previously made by Change Orders.
1..7 FINAL APPLICATION FOR PAYMENT
A. The Contractor shall submit the final Application for
Payment in accordance with procedures and requirements
stated in the Conditions of the Contract.
PART 2 - PRODUCTS
Not used
PART 3 - EXECUTION
Not used
*****************
END OF SECTION 01700
04/09/91
CONTRACT CLOSEOUT
01700 - 4
SECTION 01710
FINAL CLEANING
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Cleaning at completion of Work
1..2 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with
codes, ordinances, regulations, and anti-pollution laws.
1. Do not burn or bury rubbish and waste materials on
the Project site.
2. Do not dispose of volatile wastes such as mineral
spirits, oil or paint thinner in storm or sanitary
drains.
PART 2 - 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.
04/09/91
FINAL CLEANING
01710 - 1
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 verify that the
entire Work is clean.
I. Clean tunnels and closed off spaces of packing boxes,
wood frame members and other waste materials used in the
Construction.
J. Internally clean the entire system of 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 f i 1 ters and the
rep1acement of disposable filters if units were
operated during construction.
2. The cleaning of ducts, blowers, and coils if the
units were operated during construction.
N. Remove from the site all facilities of items installed or
used for temporary purposes during construction.
O. Restore all adjoining areas to their original or
specified condition.
****************
END OF SECTION 01710
04/09/91
FINAL CLEANING
01710 - 2
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Maintain at the job site one copy of:
a. Record Contract Drawings
b. Record Project Manual
c. Coordination drawings
d. Addenda
e. Reviewed shop drawings
f. Change Orders
g. Other modifications to the Contract
h. Field test records
1. .2 GENERAL
A. store documents in cabinets in temporary field office,
apart from documents used for construction.
B. Maintain documents in clean, dry, legible condition.
c. Do not use Project Record Documents for construction
purposes.
D. Make documents avai lable 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 prints of all
3 .
mylar prints of all Drawings.
1. .3 RECORDING
A. Label each document "Project Record".
B. Keep record documents current.
01/06/92
PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 1
C. Do not permanently conceal any work 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
IIproject 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 iron
drain" "galvanized water".
c. Identify location of each item, for example,
lIunder 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.
PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 2
01/06/92
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 nunber of each record document
5. certification that each document as submitted is
complete and accurate.
6. signature of the Contractor, or his authorized
representative.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
***************
END OF SECTION 01720
01/06/92
PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 3
SECTION 01730
OPERATION Ah~ 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 qual i ty, 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 i 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
OPERATION AND MAINTENANCE DATA
01730 - 1
OS/20/91
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 clear ly identify
specif ic products and component parts, and data
appl icable to installation. Delete inappl icable
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 MANUAL FOR MATERIALS AND FINISHES
A. Building products, applied materials, and finishes:
include product data, with catalog number, size,
composi tion, and color and texture designations. Provide
information for re-ordering custom manufactured products.
B. Instructions for care and maintenance; incl ude
manufacturer's recommendations for cleaning agents and
methods, precautions against detrimental agents and
methods, and recommended schedule for cleaning and
maintenance.
C. Moisture protection and weather exposed products:
include product data listing applicable reference
standards, chemical composition, and details of
installation. Provide recommendations for inspections,
maintenance, and repair.
D. Addi tiona 1 requirer.ients; as specif ied In ind i vidua 1
product specification sections.
01730 - 2
OS/20/91
OPERATION AND MAINTENANCE DATA
1..6 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of equipment and each system: include
description of unit or system, and component parts.
Identify function, normal operating characteristics, and
limiting conditions. Include performance curves, with
engineering data and tests, and complete nomenclature and
commercial number of replaceable parts.
B. Panelboard circuit directories: provide electrical
service characteristics, controls and communications.
.C. Include color coded wiring diagrams as installed.
D. Operating procedures: include start-up, break-in, and
routine normal operating instructions and sequences.
Include regulation, control, stopping, shut-down, and
emergency instructions. Include summer, winter, and
special operating instructions.
E. Maintenance requirements: include routine procedures and
guide for trouble-shooting; disassembly, repair, and
reassembly instructions; and alignment, adjusting,
balancing, and checking instructions.
F. Provide servicing and lubrication schedule, and list of
lubricants required.
G. Include manufacturer's printed operation and maintenance
instructions.
H. Include sequence of operation by controls manufacturer.
I. Provide original manufacturer's parts list,
illustrations, assembly drawings, and diagrams required
for maintenance.
J. Provide control diagrams by controls manufacturer as
installed.
K. Provide the Contractor's coordination drawings, with
color coded piping diagrams as installed.
L. Provide charts of valve tag numbers, with location and
function of each valve, keyed to flow and control
diagrams.
M.
Provide list of original manufacturer's spare
current prices, and recommended quantities
maintained in storage.
parts,
to be
OS/20/91
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 operat.ion 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. Submi t 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
Archi tect comments. Revise content of documents prior to
f ina 1 submittal.
D . Submit t\o,'O copies of revised volumes of data in final
form within ten days after final inspection.
OS/20/91
OPERATION N~D 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