06/10/1992 Contract
New Detention Facility
CONTRACT KJ-016, Masonry
D.L. Porter Construction, Inc.
I.
A
B.
C.
D.
E.
F.
G.
II.
Form of Agreement
Public Construction Bond
Certificate of Insurance
Table of Contents
Schedule of Drawings
Scope of Work - Bid Package #28
Milestone Schedule
A
Proposal Form, pages 00128-1 through 00128-4, signed by bidder and dated
April 22, 1992.
Proposed Subcontractor Listing.
Sworn Statement on Public Entity Crimes.
Lobbying and Conflict of Interest Clause.
Non-Collusion Mfidavit.
Bid bond from Reliance Insurance Company
B.
C.
D.
E.
F.
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
Coordination Drawings
Security Project Procedures
Project Meetings
Submittals
Progress Schedules
Schedule of Values
Daily Construction Report
Document Clarification Requests
Testing Laboratory Services
Temporary Utilities
Construction Aids
Access Roads and Parking Areas
Temporary Controls
Project Identification and Signs
Field Offices and Sheds
Construction Cleaning
Material and Equipment
Post-Bid Substitutions
Starting of Systems
Systems Demonstrations
Contract Closeout
Final Cleaning
Project Record Documents
Operation and Maintenance Data
THE AMERICAN INSTITUTE OF ARCHITECTS
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Standard Form of Agreement Be~eeru
Owner and Contractor
AlA Document A101/CM
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CONSTRUCTION MANAGEMENT EDITION
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STIPULATED SUM
1980 EDITION
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH
AN ATTORNEY 15 ENCOURAGED.
This document is intended to be used in conjunction with AlA Documents
A201/CM, 1980; B141/CM, 1980; and B801, 1980.
AGREEMENT No. KJ-016, Masonry
made as of the
Hundred and
/a 'rh day of
~~.
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In the year of Nineteen
BETWEEN the Owner: Monroe County Board of County Commissioners
500 Whitehead Street
Key West, FL 33040
and the Contractor:
D.L. Porter Construction, Inc.
1100 Gillespie Avenue
Sarasota, FL 34236
(813) 365-1522
the Project:
New Monroe County Detention Facility
5501 College Road
Stock Island, Key West, FL 33040
the Construction Manager: Morri son-Knudsen/Gerrits
the Architect:
Hansen Lind Meyer/Gonzalez Architects
The Owner and the Contractor agree as set forth below.
Copyright 1975, @ 1980 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C. 20006. Re-
production of the material herein or substantial quotation of its provisions without written permission of the AlA violates the
copyright laws of the United States and will be subject to legal prosecution.
AlA DOCUMENT Al0l/CM . OWNER-CONTRACTOR AGREEMENT. CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIA'!I' . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
A101/CM-1980 1
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and
other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after
execution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this
Agreement or repeated herein. An enumeration of the Contract Documents appears in Article 7.
ARTICLE 2
THE WORK
The Contractor shall perform all the Work required by the Contract Documents for
(Here insert the caption descriptive of the Work as used on other Contract Documents.)
Bid Group 3, Bid Package No. 28, Masonry
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 10 failure to complete on time.)
the time indicated in Section 00353 Milestone Schedule.
AlA DOCUMENT Al0l/CM . OWNER-CONTRACTOR AGREEMENT . CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006 A101/CM -1980 2
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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
ARTICLE 4
CONTRACT SUM
One Million Fifty Nine Thousand Four Hundred Sixteen Dollars............................. $1,059,416.00
The Contract Sum is determined as follows:
(State here the base bid or other lump sum amount. accepted alternates and unit prices, as applicable.)
Base Bid................................................................................. $1,059,416.00
ARTICLE 5
PROGRESS PAYMENTS
Based upon Applications for Payment submitted to the Construction Manager by the Contractor and Project Certificates
for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the
Contractor as provided in the Contract Documents for the period ending the Twenty Fifty (25) . naY of each
month as follows: approxlmat'elY
Not later than Thirty (30) days following the end of the period covered by the Application for Payment,
Ni nety 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.
~en~d~~~d~~~~~~~€~~&e~~~~~~~-Bea~~R~~~4~~~Re~~~av~~~~a~~Re-~e
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(Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's
and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision, Specific legal advice should
be obtained with respect to deletion, modifjcation 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, 173S NEW YORK AVE., N.W., WASHINGTON, D,C. 20006 A101/CM -1980 3
WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution.
ARTICLE 6
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the
Contractor when the Work has been completed, the Contract fully performed, and the Architect has issued a Project
Certificate for Payment which approves the final payment due the Contractor.
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings
designated in those Conditions.
7.2 The Contract Documents, which constitute the entire agreement between the Owner and the Contractor, are listed
in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follows:
(List below the Agreement, the Conditions of the Contract [General, Supplementary and other Conditions], the Drawings, the Specifications, and any Addenda
and accepted afternates, showing page or sheet numbers in all cases and dates where applicable.)
I. 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.
II. Addendum No. 1A dated November 26, 1991
Addendum No. 1B dated December 11, 1991
Addendum No. 1 dated 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
III. Proposal Documents submitted by D.L. Porter Construction, Inc., on April 22, 1992:
A. Proposal Form, pages 00128-1 thru 00128-4, signed by bidder, and dated April 22, 1992.
B. 5% Bid Bond, from Rel iance Insurance Company of Philadel phia, Pennsylvania.
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, 173S 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 included elsewhere In the Contract Documents.)
Reference Contract Documents
7.4 Working Conditions:
(Here I;st any special conditions affecting the Contract.)
Reference Contract Documents
(Seal)
Attest: Danny L. Kolhage. Clerk.
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This Agreement entered into as of the day and year first written above.
OWNER
CONTRACTOR
ommissioners
D.L.
Porter Construction. Inc.
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CAUTION: You should sign an original AlA document which has this caution printed in red.
An original assures that changes will not be obscured as may occur when documents are reproduced.
AlA DOCUMENT A101/CM . OWNER-CONTRACTOR AGREEMENT . CONSTRUCTION
MANAGEMENT EDITION . JUNE 1980 EDITION. AIA@ . @1980 . THE AMERICAN
INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., NW., WASHINGTON, D.C. 20006 A101/CM -1980 5
WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution.
JUI'I 24 '92 07:3:3 D L PORTER CON3TRUCTIot~ IHC
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BOND #6180~6
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PUBLI.C COHBTRUC'rION BOIID
BY THIS BOND, We D.L. PORTER CONSTRUCTION, fNis Principal and FmELITY &: DEPOSIT
COMPANY OF MARYLAND , a corporation, as surety, are bound to MOlffi.OE COUNTY BOAl}D OF COUNTY
COMKISSIONERllerein call.ed OWner, in the sum. of $ 1,059,416.00 for payment of
which we bind ourselves, our heirs, persona~ representatives,
successors, and assigns, jointly and severally.
THE CONDITION OF THIS BOND 1s that if Principal:
1. Performs the contract dated June 24, , 19~, between
Principal. and OWner for construction of NEW MONROE COUNTY DETENTION ~ACILI':fY #21
the contract beinq made a part of this bond by reference, at the Bld Pkg.
ti:rnes and in the manner prescribed in the contract; and
2. Promptly makes payments to all claimants, as defined in
Section 255.05(1), Florida Statutes, supplying Principal with
labor, materials, or supplies, used directly or indirectly by
Principal in the prosecution of the work provided for in the
contract.; and
3. pays owner all losses, damages, expenses, costs, and
attorney's fees, including appellate proceedings, that Owner
sustains because of a default by Principal under the contract;
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4. Performs the quarantee 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 chanqes in or under the contract documents and compliance
with any formalities connected with the contract or the changes
does not affect SUrety's obligation under this bond.
DATE ON AUGUST 17 , 1.9~.
C. Mar~ViCe President
0- 1,
(NAME OF PRINCIPAL)
'D.L. Porter Construction, Inc.
BY'
2 J0-fLL2, '~~k
(AS ATTORNEY IN FACT) 7
Wanda A. McKay
FmELITY &: DEPOSIT CO. OF MARYLAND
(NAME OF SURETY)
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1.1/20/91
PUBLIC CONSTRUCTION BOND
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE. BALTIMORE. Me
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 pursullnce of authority granted by Article VI, Section 2, of the By-Laws of said Company, which are set
forth on the reverse side hereof and are hereby certified to be' ull force and feet on the date hereof, does hereby nominate,
constitute and appoint Roger O. Bouchard, Richa . Bouc , Michael D. Hamby, Thomas E.
Borst, Wanda A. McKay, Delores B. Moore Tim A ~ chard, all of Clearwater,
Florida EA
itll true an agent an ttomey-in-F act, to make, ex al and d or, and on ita behalf 88 surety, and as itll act and deed:
any and all bonds and undertakings. ~ .. .~. . ~~'_''-:'':''':~~:''':-:''~''':'-:'':...:~,-,-'-~_'
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n e execution of such bonds or undertakingll~ suance 0 presents, shall be as binding upon said Company, as fully
and amply, to all intents and purposes, as[l' t v~d been~ cuted and. acknowledged by the regularly elected officers of
the Company at its office in Baltimore, Md <:> eir own persons.Th1s power of attorney revokes that
issued on behalf of Roger O. ~ chard,~~ ' dated, Ocotber 19, 1984.
The said Assistant Secretary does here~rtifY th~t ~ ~act set forth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By-Laws of said co~, and is . force.
IN WITNESS WHEREOF, the sal~ resident ssistant Secretary have hereunto subscribed their names and affixed the
Corporate Seal of the said FIDELI ND DE~ COMPANY OF MARYLAND, this 26th day of
August , A.D. 19~ ~'V
ATIFST, ~_.......:;:~TY,_~;:::~Y ::.::_~:~::-w~:~__.m__m.
STATE OF MAR YLAND
CITY OF HAL TlMORE
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On this 26th day of August , A.D. 19 88, 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 instrnment by the authority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of Baltimore, the day and
year first above written.
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 power 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 17th
day of August , 19~
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Notary P
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F&D 756
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o <f Assistant Secretary
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vic~
Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall ha\
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."
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Project: Bid Package #28 Masonry, New Monroe
County Detention Facility Additional Insured: Board of County Commissioners Monroe County
and Morrison Knudsen/Gerrits. This is not applicable to Workers Compensation.
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TABLE OF CONTENTS
BID GROUP 3A
1. Bidding Documents (Volume I)
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 00122
Section 00123
Section 00124
Section 00125
Section 00126
section 00127
Section 00143
Section 00144
Section 00145
Section 00146
Section 00147
Section 00155
Section 00156
Section 00157
section 00163
Section 00220
Section 00230
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
Security Glass and Glazing
Aluminum Window Walls, Glass & Glazing
Plumbing Contract Zones D and E
Electrical Contract Zones D and E
Metals-Doors-Glazing
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
Fire Protection System
Plumbing Contract Zones D and E
Electrical Contract Zones D and E
Metals-Doors-Glazing
Pre-Bid Substitutions
Geotechnical Data
site survey
02/18/92
00001 - 1
TABLE OF CONTENTS (ADD. 5)
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 00322
section 00323
section 00324
section 00325
section 00326
section 00327
section 00353
section 00410
section 00420
section 00425
section 00430
section 00440
section 00450
Scopes of Work for Reference (BG-1 and
BG-2): .
site Electrical & Temporary Power
site Grading & Caissons
Concrete Foundations .
site Plumbing
Precast Concrete
Hydraulic Elevators
Precast Embeds
Scopes of Work (BG-3A):
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
Security Glass and Glazing
Aluminum Window Walls, Glass & Glazing
Plumbing contract Zones D and E
Electrical Contract Zones D and E
Metals-Doors-Glazing
Milestone Schedule
Bid Bond - AlA Document A310, February
1970 edition
Sworn Statement on Public Entity Crimes
Lobbying and Conflict of Interest Clause
Non-Collusion Affidavit
proposed Subcontractor Listing
Contractor's Qualification statement -
AlA Document A305
02/18/92
00001 - 2
TABLE OF CONTENTS (ADD. 5)
~.:-~
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
4. Drawings
section 00993 Schedule of Drawings, Bid Group 3
02/18/92
TABLE OF CONTENTS (ADD. 5)
00001 - 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
02/18/92
00001 - ~.
TABLE OF CONTENTS (ADD. 5)
6. Technical Specifications, Bid Group Three, (Volume II, dated
November 11, 1991)
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
Lawns
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
DIVISION 4 - ~SONRY
Section 04200 unit Masonry
DIVISION 5 - MET~LS
section 05180
section 05500
section 05510
section 05810
Miscellaneous Structural Steel
Metal Fabrications
Metal stairs
Expansion Joint Covers Assemblies
DIVISION 6 - WOOD AND PL~STIC
Section 06100 Rough Carpentry
section 06200 Finish Carpentry
02/18/92
00001 - 5
TABLE OF CONTENTS (ADD. 5)
'~-'- .
j ,.
DIVISION 7 - THERMAL AND MOISTURB PROTECTION
section 07115
section 07210
section 07215
section 07272
section 07530
section 07730
section 07900
sheet waterproofing
Building Insulation
sprayed Insulation
Firestop And Penetration sealing System
single Ply Roofing
Roof Accessories
Joint Sealers
DIVISION 8 - DOORS AND WINDOWS
section 08100
Section 08211
Section 08300
section 08305
section 08320
section 08410
section 08660
section 08710
section 08800
section 08842
section 08902
Metal Doors And Frames
Flush Wood Doors
special Doors
Access Panels And Doors
security Metal Doors And Frames
Aluminum Entrances
security Windows
Door Hardware
Glazing
Security Glazing
Aluminum Window Walls
DIVISION 9 - FINISHES
section 09110
section 09200
section 09250
section 09300
section 09510
section 09650
section 09680
section 09700
section 09800
section 09830
section 09900
section 09950
Non-Load Bearing Wall Framing Systems
Lath and Plaster
Gypsum Board
Tile
Acoustical ceilings
Resilient Flooring
Carpet
Special Flooring
Special coatings
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
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
02/18/92
00001 - 6
TABLE OF CONTENTS (ADD. 5)
DIVISION 10 - SPECIALITIES continued
section 10900 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
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
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
02/18/92
00001 - 7
TABLE OF CONTENTS (ADD. 5)
:~ ..: -J-
':'~
':c_~,:,-
:!";; .
DIVISION 15 - MECHANICAL continued
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
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
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
Electrical General provisions
Conduit Systems - Bid Group 3
Condui~ 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
02/18/92
00001 - 8
TABLE OF CONTENTS (ADD. 5)
section 16471
DIVISION 16 - ELECTRICAL continued
Section 16472
Section 16500
Section 16601
Section 16605
section 16660
section 16721
Section 16781
section 16930
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
02/18/92
00001 - 9
TABLE OF CONTENTS (ADD. 5)
SECTION 00993
SCHEDULE OF DRAWINGS
NUMBER
0.00
0.01
0.02A
0.03
0.04
0.05
1. OOA
1. OOB
1. OOC
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 Enlargement
1.11 Landscape Plan North
1.12 Landscape Plan Central
DRAWING
LATEST
REVISION DATE
Rev 11/11/91
1 Rev 11/11/91
2 Rev 01/09/92
2 Rev 01/09/92
2 Rev 01/09/92
1 Rev 11/11/91
1 Rev 11/11/91
1 Rev 11/11/91
2 Rev 02/07/92
BG3 10/15/91
1 Rev 11/11/91
4 Rev 02/18/92
1 Rev 02/07/92
7
I 2 Rev 02/07/92
,
1 Rev 02/07/92
BG3 10/15/91
1 Rev 02/07/92
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 1
1. 13
1.14
1.15
1.16
1.17
1.18
1.19
1. 20
1. 21
1. 22
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
3.10
3.11
3.12
3.13
3.14
3.15
3.16
Landscape Plan South
Irrigation Plan North
Irrigation Plan Central
Irrigation Plan South
Pump Station Grinder Details
Not Used
Not Used
site Details Fencing and Paving
Landscape Irrigation Details
civil Details
Not Used
Foundation Plan, Ground Floor Zone B
Not Used
Not Used
Not Used
Not Used
Framing Plan First Floor Zone A
Framing Plan First Floor Zone B
Framing Plan First Floor Zone C
Framing Plan First Floor Zone D
Framing Plan First Floor Zone E
Framing Plan First Floor Zone F Alternate
Framing Plan Second Floor Zone A
Framing Plan Second Floor Zone B
Framing Plan Second Floor Zone C
Framing Plan Mezzanine Level Zone D
BG3 10/15/91
BG3 10/15/C;>-
1 Rev 02/07/92
BG3 10/15/91
1 Rev 11/11/91
2 Rev 02/07/92
BG3 10/15/91
BG3 10/15/91
1 Rev 02/18/92
3 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
6 Rev 02/07/92
6 Rev 02/07/92
BG3 11/11/91
5 Rev 02/07/92
4 Rev 02/07/92
4 Rev 02/07/92
5 Rev 02/07/92
00993 - 2
03/17/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
3.17
Framing Plan Mezzanine Level Zone E
3.18
Framing Plan Mezzanine Floor Zone F
Alternate
3.19
Framing Plan Mechanical Plenum Zone 0
3.20
Framing Plan Mechanical Plenum Zone E
3.21
Framing Plan Mechanical Plenum Zone F
Alternate
3.22
Framing Plan Roof Level Zone A
3.23
Framing Plan Roof Level Zone B
Framing Plan Roof Level Zone C
3.24
3.25
Framing Plan Roof Level Zone 0
3.26
Framing Plan Roof Level Zone E
3.27
Framing Plan Roof Level Zone F Alternate
3.28
Not Used
3.29
Not Used
3.30
Not Used
3.31 Foundations, sections and Details
3.32 Typical Details
3.33 sections & Details
3.34 sections & Details
3.35 Precast Wall Schedule & Details
3.36 Precast Column Schedule & Details
3.37 General Notes & Abbreviations & Typical
Details
3.38 Sections & Details
3.39 sections & Details
4.01 Exterior Building Plan Ground Floor Zone A
5 Rev 02/07/92
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
3 Rev 02/07/92
5 Rev 02/07/92
5 Rev 02/07/92
BG3 11/11/91
4 Rev 02/18/92
4 Rev 02/07/92
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
3 Rev 02/07/92
5 Rev 02/07/92
1 Rev 02/07/92
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 3
4.01A Building Plan Ground Floor Zone A 1 Rev 02/07/92
4.02 Exterior Building Plan Ground Floor Zone B BG3 11/11/o~
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 0 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 02/07/92
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 Exterior 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 Mezzanine Level BG3 11/11/91
Zone D Housing
4.17 Exterior Building Plan Mezzanine Level BG3 11/11/91
Zone E Housing
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8) 00993 - 4
4.18 Exterior Building Plan Mezzanine Level BG3 11/11/91
Zone F Housing Alternate
4.19 Mechanical Plenum Plan Zone D BG3 11/11/91
4.20 Mechanical Plenum Plan Zone E BG3 11/11/91
4.21 Mechanical Plenum Plan Zone F Alternate BG3 11/11/91
4.22 Building Plan Roof Level Zone A 4 Rev 02/07/92
4.23 Building Plan Roof Level Zone B 3 Rev 02/07/92
4.24 Building Plan Roof Level Zone C 4 Rev 02/07/92
4.25 Building Plan Roof Level Zone D 4 Rev 02/07/92
4.26 Building Plan Roof Level Zone E 4 Rev 02/07/92
4.27 Building Plan Roof Level Zone F Alternate BG3 11/11/91
4.28 Exterior Elevations 2 Rev 02/07/92
4.29 Exterior Eleva'tions 1 Rev 02/07/92
4.30 Exterior Elevations 3 Rev 02/07/92
4.31 Exterior Elevations 3 Rev 02/07/92
4.32 Exterior Elevations BG3 11/11/91
4.33 Exterior Elevations BG3 11/11/91
4.33A Exterior Elevations 2 Rev 02/07/92
4.34 Wall sections 4 Rev 02/07/92
4.35 Wall sections 3 Rev 02/07/92
4.36 Wall Sections 2 Rev 02/07/92
4.37 Wall sections 5 Rev 02/07/92
4.38 Exterior Details 4 Rev 02/07/92
4.39 Exterior Details 4 Rev 02/07/92
4.40 Exterior Details 5 Rev 02/07/92
4.41 Exterior Details BG3 11/11/91
03/17/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 5
4.41A
Exterior Details
4.41B
Exterior Details
4.42
Metal Door & Window Frame Elevations &
Details, Door Schedule
4.43
Not Used
4.44
Not Used
4.45
Not Used
4.46
stair plans & sections
4.47
stair Plans & Sections
4.47A
stair Plans & sections
4.48
stair Details
4.49
Elevator Plans & sections
4.50
Elevator Details
4.51
Enlarged Cell - plans & Elevations
4.52
Not Used
4.53 Interior Building Plan First Floor Zone A
4.54 Interior Building Plan First Floor Zone B
4.55 Interior Building Plan First Floor Zone C
4.56 Interior Building Plan First Floor Zone D
Housing
4.57 Interior Building Plan First Floor Zone E
Housing
4.58 Interior Building Plan First Floor Zone F
Housing Alternate
4.59 Interior Building Plan Second Floor Zone A
4.60 Interior Building plan Second Floor Zone B
4.61 Interior Building Plan Second Floor Zone C
BG3 11/11/91
3 Rev 02/[1':1192
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 11/11/91
3 Rev 02/07/92
2 Rev 01/09/92
1 Rev 11/11/91
2 Rev 01/09/92
2 Rev 01/09/92
1 Rev 01/09/92
2 Rev 02/07/92
1 Rev 11/11/91
1 Rev 11/11/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
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 0
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
6.03 Reflected Ceiling Plan Ground Floor Zone C
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
3 Rev 02/07/92
3 Rev 02/07/92
2 Rev 12/20/91
BG3 10/15/91
1 Rev 02/07/92
BG3 10/15/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 7
6.04
6.05
6.06
6.07
6.08
6.09
6.10
6.11
6.12
6.13
6.14
6.15
6.16
6.17
6.18
6.19
6.20
7.00
7.01
7.02
7.03
7.04
7.05
Not Used
Not Used
Not Used
Reflected ceiling Plan First Floor Zone A 1 Rev 02/07/92
Reflected Ceiling Plan First Floor Zone B BG3 10/15/91
Reflected ceiling Plan First Floor Zone C 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
Not used
Equipment Plan Ground Floor Zone C
Not Used
Not Used
BG3 10/15/91
BG3 10/15/91
1 Rev 02/07/92
1 Rev 12/20/91
BG3 10/15/91
1 Rev 02/07/92
1 Rev 02/07/92
BG3 10/15/91
2 Rev 02/07/92
1 Rev 02/07/92
1 Rev 11/11/91
BG3 10/15/91
03/17/92
00993 - 8
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
7.06
Not Used
7.07 Equipment Plan First Floor Zone A
7.08 Equipment Plan First Floor Zone B
7.09 Equipment Plan First Floor Zone C
7.10 Equipment Plan First Floor Zone 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 Millwork Elevations
7.23 Millwork Elevations
7.24 Millwork Elevations
7.25 Millwork Details
7.26 Millwork Details
FS-1 Food Service Equipment Schedule
FS-2 Food Service Equipment Plan
FS-3 Food Service Mechanical Plan
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
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
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 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
BG3 10/15/91
00993 - 9
FS-4
Food Service Electrical plan
FS-5
Food Service Plumbing Plan
FS-6
Food Service Equipment Details
FS-7
Food Service Equipment Details
L-1
Laundry Equipment Plan and Schedule
L-2
Laundry Mechanical Plan
L-3
Laundry Electrical Plan
L-4
Laundry Plumbing Plan
Vol.II
0.00
Cover
0.01 Index of Drawings
8.00 Plumbing Legend
8.00A Plumbing Schedules
8.01 Plumbing Ground Floor Zone A
8.02 Plumbing Ground Floor Zone B
8.03 Plumbing Ground Floor Zone C
8.04 Plumbing Ground Floor Zone D Housing
8.05 Plumbing Ground Floor Zone E Housing
8.06 Plumbing Ground Floor Zone F Housing
Alternate
8.07 Plumbing First Floor Zone A
8.08 Plumbing First Floor Zone B
8.09 Plumbing First Floor Zone C
8.10 Plumbing First Floor Zone D Housing
8.11 Plumbing First Floor Zone E Housing
8.12 Plumbing First Floor Zone F Housing
Alternate
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
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
Rev 11/11/91
BG3 10/15/91
1 Rev 12/20/91
3 Rev 02/07/92
BG3 10/15/~
3 Rev 01/02/92
2 Rev 01/09/92
BG3 10/15/91
1 Rev 11/11/91
2 Rev 02/07/92
BG3 10/15/91
1 Rev 01/02/92
2 Rev 01/09/92
1 Rev 12/20/91
1 Rev 11/11/91
00993 - 10
8.13 Plumbing Second Floor Zone A 1 Rev 01/09/92
8.14 Plumbing Second Floor Zone B BG3 10/15/91
8.15 Plumbing Second Floor Zone C 2 Rev 12/20/91
8.16 Plumbing Mezzanine Level Zone D Housing 1 Rev 12/20/91
8.17 Plumbing Mezzanine Level Zone E Housing BG3 10/15/91
8.18 Plumbing Mezzanine Level Zone F Housing BG3 10/15/91
Alternate
8.l9 Plumbing Plenum Plan Zone 0 Housing 1 Rev 01/09/92
8.20 Plumbing Plenum Plan Zone E Housing BG3 10/15/91
8.21 Plumbing Plenum Plan Zone F Housing BG3 10/15/91
Alternate
8.22 Plumbing Schedules and Details 1 Rev 01/02/92
8.23 Plumbing Riser Diagram 2 Rev 02/07/92
8.24 Plumbing Riser Diagram 1 Rev 01/09/92
8.25 Plumbing Riser Diagram 1 Rev 01/09/92
8.26 Plumbing Riser Diagram BG3 10/15/91
8.27 Plumbing Riser Diagram BG3 10/15/91
8.28 Plumbing Riser Diagram BG3 10/15/91
8.29 Plumbing Riser Diagram BG3 10/15/91
8.30 Plumbing Riser Diagram BG3 10/15/91
8.31 Plumbing Riser Diagram BG3 10/15/91
8.32 Plumbing Riser Diagram 1 Rev 11/11/91
8.33 Plumbing Riser Diagram BG3 10/15/91
8.34 Plumbing Riser Diagram BG3 10/15/91
8.35 Plumbing Kitchen Plan 1 Rev 01/02/92
8.36 Waste Handling System Details 1 Rev 01/02/92
9.01 Not Used
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8) 00993 - 11
9.02
9.03
9.04
9.05
9.06
9.07
9.08
9.09
9.l0
9.ll
9.12
9.l3
9.14
9.l5
9.16
9. l7
9.l8
9.l9
9.20
9.21
9.22
10.01
Not Used
Not Used
Not Used
Not used
Not Used
piping Plan First Floor Zone A
piping Plan First Floor Zone B
piping Plan First Floor Zone C
piping Plan First Floor Zone 0 Housing
piping Plan First Floor Zone E Housing
piping Plan First Floor Zone F Housing
Alternate
piping Plan Second Floor Zone A
piping Plan Second Floor Zone B
piping Plan Second Floor Zone C
piping Plan Mezzanine Level Zone 0 Housing
piping Plan Mezzanine Level Zone E Housing
piping Plan Mezzanine Level Zone F Housing
Alternate
Not Used
Not Used
Fuel oil Details
piping Diagrams
Not Used
10.02 HVAC Plan Ground Floor Zone B
10.03 HVAC Plan Ground Floor Zone C
10.04 HVAC Plan Ground Floor Zone D Housing
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
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
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
BG3 10/15/91
00993 - 12
10.05 HVAC Plan Ground Floor Zone E Housing BG3 10/15/91
10.06 HVAC Plan Ground Floor Zone F Housing BG3 10/15/91
Alternate
10.07 HVAC Plan First Floor Zone A 1 Rev 02/07/92
10.08 HVAC Plan First Floor Zone B BG3 10/15/91
10.09 HVAC Plan First Floor Zone C BG3 10/15/91
10.10 HVAC Plan First Floor Zone 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 HVAC Plenum Plan Zone F Housing Alternate BG3 10/15/91
10.22 Not Used
10.23 Not Used
10.24 HVAC Plan Roof Level Zone C 1 Rev 01/09/92
10.25 Not Used
10.26 Not Used
10.27 Not Used
10.28 Enlarged Mechanical Room Plan BG3 10/15/91
03/17/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 13
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
Electrical site Lighting Plan
11. OOA
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.l0 Lighting Plan First Floor Zone B
11.11 power Plan First Floor Zone C
11.l2 Lighting Plan First Floor Zone C
BG3 10/15/91
BG3 10/15/"'1
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/t 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
2 Rev 03/04/92
BG3 10/15/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 1
-
11. 13
11. l4
11.l5
11. 16
11.l7
11.l8
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 0 Housing
Lighting Plan First Floor Zone 0 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
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
Lighting Plan Mezzanine Level Zone D Housing BG3 10/15/91
Power Plan Mezzanine Level Zone E Housing
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
Housing Alternate
11.34 Power Plan Roof Level Zone A
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
BG3 10/15/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 15
11.35
Power Plan Roof Level Zone B
11.36
Power Plan Roof Level Zone C
11. 37
Power Plan Roof Level Zone D
11.38
Power Plan Roof Level Zone E
11. 39
Power Plan Roof Level Zone F Alternate
11. 40
Electrical Enlarged Kitchen Plan
11.4l
Electrical Enlarged Laundry Plan
11.42
Lightning Protection Plan
Lightning Protection Plan Details
11.43
11.44
Electrical Riser Diagram Part 1
11.45
Electrical Riser Diagram Part 2
11.46
Electrical Schedules and Details
11.47
Electrical Schedules and Details
11.48
Electrical Schedules and Details
11.49
Electrical Schedules and Details
11. 50
Electrical Schedules and Details
11.51
Electrical Schedules and Details
11. 52
Not Used
12.01 communications Plan Ground Floor Zone A
12.02 Communications Plan Ground Floor Zone B
12.03 communications Plan Ground Floor Zone C
12.04 Communications Plan Ground Floor Zone D
Housing
12.05 communications plan Ground Floor Zone E
Housing
12.06 Communications Plan Ground Floor Zone F
Housing Alternate
, .,,-.'
,":.-.."'4"';
BG3 10/15/91
1 Rev 01/09 LQ2
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 03/04/92
1 Rev 11/11/91
2 Rev 01/09 2
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
BG3 10/15/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 16
12.07 Communications Plan First Floor Zone A 1 Rev 03/04/92
12.08 Communications Plan First Floor Zone B 1 Rev 03/04/92
12.09 communications Plan First Floor Zone C 1 Rev 03/04/92
12.10 Communications Plan First Floor Zone 0 1 Rev 03/04/92
Housing
12.11 Communications Plan First Floor Zone E 1 Rev 03/04/92
Housing
12.12 Communications Plan First Floor Zone F BG3 10/15/91
Housing Alternate
12.13 Communications Plan Second Floor Zone A 1 Rev 03/04/92
12.14 Communications Plan Second Floor Zone B 1 Rev 03/04/92
12.15 Communications plan Second Floor Zone C 1 Rev 03/04/92
12.16 Communications Plan Mezzanine Level Zone D 1 Rev 03/04/92
Housing
12.17 Communications Plan Mezzanine Level Zone E 1 Rev 03/04/92
Housing
12.18 Communications Plan Mezzanine Level Zone F BG3 10/15/91
Housing Alternate
12.19 Fire Alarm Riser Diagram BG3 10/15/91
12.20 Telephone Riser Diagram and Elevator 1 Rev 12/20/91
Fire Alarm System
12.21 Not Used
12.22 Not Used
12.23 Not Used
12.24 Security Plan Ground Floor Zone A 1 Rev 12/20/91
12.25 Security Plan Ground Floor Zone B 1 Rev 12/20/91
12.26 security Plan Ground Floor Zone C 1 Rev 12/20/91
12.27 Security Plan Ground Floor Zone D Housing 1 Rev 12/20/91
12.28 Security Plan Ground Floor Zone E Housing 1 Rev 12/20/91
03/17/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 17
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
Security Plan Ground Floor Zone F Housing
Alternate
1 Rev 12/20/91
Security Plan First Floor Zone A
3 Rev 03/C 92
3 Rev 03/04/92
2 Rev 03/04/92
3 Rev 03/04/92
3 Rev 03/04/92
security Plan First Floor Zone B
Security Plan First Floor Zone C
Security Plan First Floor Zone D Housing
security Plan First Floor Zone E Housing
Security Plan First Floor Zone F Housing
Alternate
BG3 10/15/91
Security Plan Second Floor Zone A
5 Rev 03/04/92
1 Rev 12/20/91
3 Rev 03/04/92
Security Plan Second Floor Zone B
Security Plan Second Floor Zone C
Security Plan Mezzanine Level Zone D
Housing
3 Rev 03/04/92
security Plan Mezzanine Level Zone E
Housing
3 Rev 03/04/92
security Plan Mezzanin Level Zone F
Housing Alternate
1 Rev 12/2. 31
12.42 security Systems Riser Diagram 2 Rev 02/07/92
12.43 Details 1 Rev 02/07/92
12.44 Details 1 Rev 12/20/91
13.01 Fire Protection Ground Floor Zone A BG3 10/15/91
13.02 Fire Protection Ground Floor Zone B BG3 10/15/91
13.03 Fire Protection Ground Floor Zone C BG3 10/15/91
13.04 Fire Protection Ground Floor Zone D Housing BG3 10/15/91
13.05 Fire Protection Ground Floor Zone E Housing BG3 10/15/91
13.06 Fire Protection Ground Floor Zone F Housing BG3 10/15/91
Alternate
13.07 Fire Protection First Floor Zone A BG3 10/15/91
03/17/92 BG-3 SCHEDULE OF DRAWINGS (ADD. 8) 00993 - 1f
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 Mezz. Level Zone D Housing BG3 10/15/91
13.17 Fire Protection Mezz. Level Zone E Housing BG3 10/15/91
13.18 Fire Protection Mezz. Level Zone F Housing BG3 10/15/91
Alternate
13.19 Not Used
13.20 Not Used
13.21 Not Used
13.22 Not Used
13.23 Not Used
13.24 Not Used
13.25 Not Used
13.26 Not Used
13.27 Not Used
13.28 Fire Protection Details BG3 10/15/91
13.29 Fire Protection Details BG3 10/15/91
03/17/92
BG-3 SCHEDULE OF DRAWINGS (ADD. 8)
00993 - 19
SECTION 00328
SCOPE OF WORK
Bid Package No. 28
Masonry
1.1 General Scope
Provide all labor, supervision, engineering, materials,
suppl ies, 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
04200
05180
unit Masonry
Miscellaneous structural steel
Related sections and Descriptions
03200
03300
Note:
03410
03412
03420
03490
03520
05810
06100
06200
07210
07215
07272
07530
07900
08100
08300
Concrete Reinforcement
Cast-In-Place Concrete
The following (4) Precast Concrete specifications
can be viewed at the office of the Construction
Manager.
Precast Concrete Hollow Cored Planks (BG-2)
Precast Concrete Panels (BG-2)
Precast Prestressed Concrete sections (BG-2)
Precast Concrete Modular Cell (BG-2)
Insulating Concrete Decks
Expansion Joint Covers Assemblies
Rough Carpentry
Finish Carpentry
Building Insulation
Sprayed Insulation
Firestop and Penetration Sealing System
single Ply Roofing
Joint Sealers
Metal Doors and Frames
Special Doors
03/17/92
00328 - 1
MASONRY SCOPE OF WORK (ADD. 8)
08305
08320
08660
08710
09110
09200
09250
09300
09510
09650
09680
09700
09800
09830
09900
10200
10520
10800
11110
11197
11400
13090
14240
14700
15000
15060
15252
15290
15330
15408
15410
15440
15714
15880
15884
15890
15936
15992
16010
16111
16470
16472
16721
16781
Access Panels And Doors
security Metal Doors and Frames
security windows
Door Hardware
Non-Load Bearing Wall Framing Systems
Lath and Plaster
Gypsum Board
Tile
Acoustical Ceilings
Resilient Flooring
Carpet
Special Flooring
Special coatings
Elastomeric Coating
Painting
Louvers and Vents
Fire Extinguisher Cabinets
Toilet Accessories
Laundry Equipment
Security Detention Equipment
Food Service Equipment
Radiation Protection
Hydraulic Elevators
Pneumatic Tube System
General provisions
Pipe and pipe Fittings
Pipe and Equipment Insulation
Ductwork Insulation
Wet-sprinkler system
Soil, Waste and Vent System
Storm Drainage System
Plumbing Fixtures and Accessories
Blow Thru Cooling Tower
Fire Dampers
Combination Smoke and Fire Dampers
Ductwork
Grilles, Registers, Diffusers
Tests - Piping Systems
Electrical General provisions
Conduit Systems
Distribution Panelboards - Circuit Breaker Type
Branch Circuit panelboards - Circuit Breaker Type
Fire Alarm System
Telephone Conduit Systems
1.2 ppecial 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
03/17/92
Y~SONRY SCOPE OF WORK (ADD. 8)
00328 - 2
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 sha II 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 ma intain As-Built drawings, (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.
.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.
.5 Access Panels and Doors - Install all access panels and
doors that are required to be installed in masonry. This
includes those that are shown, and those that are not
shown on the drawings. Coordinate with other trade
contractors for locations. Access panels and doors will
be furnished by others.
The Access Panels and Doors Schedule, attached and
labelled Attachment 'B', represents those access panels
and doors that are not shown on the plans, but which are
required by other trade contractors. The schedule shows
several types, and that they are to be installed in
var ious substrates. This schedule is to be used as a
guide, in order for this contractor to bid and understand
the requirements of this scope of work item.
.6 utility Routing and Coordination of the Work
This contractor shall be responsible to coordinate his
work with other multiple prime contractors both in the
scheduling of field work activities and in the
integration of individually furnished items into final
composite installations. Coordination drawings
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 3
procedures shall consist of, but are not limited to,
utility Routing Drawings and Base Trade Installers
Drawings. The utility Routing coordination shall consist
of three phases.
Phase I
The first phase shall constitute the routing of the
precasters erection mylar or sepia drawings for utility
routing lover-lay' of each trade contractorls work. This
sha 11 be done by routing first to the sheet meta 1
contractor, second to the pI umber, third to the fire
protection contractor, fourth to mechanical piping, fifth
to electrical and lastly to the security contractor, who
shall return the composite overview to the eM. Each
trade contractor shall have noted each service by name &
size of carrier (pipe, duct, etc.) and insulation/hanger
cross sectiona 1 dimensions, i. e., 311 Greywater (611), 2411
X 1211 Supply (2611 x 1411), 2" ltg, 1" Comm, etc.
Additionally, each trade contractor shall have specified
location, size, and type of precast embed or block out
required to accommodate the installation of his work.
The intent at this level of coordination is to specify
interface information from trade contractors to the
precast concrete contractor which will allow the
precaster to prepare piece casting drawings and begin
precast production.
Phase II
Upon review by the Owner's representative to identify
congested areas, Backqround Drawinqs shall be produced as
generally listed below.
1. Corridors and hallways-Plan & Elevation 1/411 = 11,
cross sections 111 = l'
2 . Kitchen-Plan & Elevation 1/411= 1', cross sections
111= 11
3. Housing chases and plenums-Plan & Elevation 1/411 =
11, cross sections 1" = l'
4. Mechanical rooms-Plan & Elev2tion 1/411 = 1', cross
sections 111 = 11
5. Laundry-Plan & Elevation 1/411= 11, cross sections
111=1'
6. Electr ical rooms-Plan & Elevation 1/411= 1', cross
sections 111= 11
7. All other areas-conventional scale with chases of
enlarged scale.
These drawings sha II be routed and marked up by the
utility Trade Contractors in the same manner as Phase One
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 4
drawings, except lover-Iayl work shall show more detail
depicting all items and features such as radius fittings,
valves, specia 1 ties, space between pipes, graphic and
wri tten elevations and dimensions, and hanger jsupport
details. The ownerls representative may conduct job site
meetings to resolve and finalize any conflicts which are
not answered during drawing lover-Iayl routing.
Item number 3. above and zone I A I shall be submitted
within (10) ten calendar days of Award of Contract.
Phase III
Shop or background drawings shall be prepared and
submi tted by the masonry, non-load bearing wall, ceiling,
raised floor, and cast-in-place concrete contractors.
These drawings shall be routed in the same manner as the
previous phases and each trade contractor shall provide
all information necessary for installation of items
furnished by their contract scope of work and which will
require embedment or blockout in the walls, ceiling or
floors.
The requirenents of this section are separate from other
drawings and submittals required in the technical
specif ications or record drawing sections of the contract
documents.
The precast concrete is in the process of being designed,
and the bidder is required to familiarize himself with
the current status.
Reference Phase I of the utility Routing Coordination
plan in the scope of work of the applicable bid packages
as noted above. In order to facilitate timely
information to the precast contractor, the Construction
Manager is in the process of early review and development
of suggested routing of all major utility installations,
for Zone A and Zone D cell horizontal and vertical chases
for the purpose of precast coordination only. The CM
will conduct an analysis of structural and utility
interface information presented in the contract documents
and in accordance with industry standards, and provide
the precast contractor with sufficient information to
proceed with precast piece detailing and production.
This contractor shall review and include the drawings
lis ted in Attachment I C I, wh ich compr i se the current
status and listing of CM Phase I coordination drawings.
Any required precast penetrations above and beyond what
is identified by the CM in these specific areas shall be
the responsibility of the contractor.
03/17/92
00328 - 5
~~SONRY SCOPE OF WORK (ADD. 8)
.7 Furnish to, and receive from the appropriate trade
contractor, for installation in precast concrete, non-
load bearing walls, masonry, and cast-in-place concrete,
a 11 frames, sleeves, anchors, w-eld plates and other
similar inserts or devices required to facilitate and
coordinate the complete Work in this Bid Package. Submit
routing shop drawings showing wall elevation, floor and
ceiling plans with requirements for location and size
suitable for field location and installation. Coordinate
and verify correctness of installation as the work
progresses. verify prior to casting in form work, or
during line and grade installation of major feature
progress.
Furnish and deliver to precast concrete contractor all
required sleeves, inserts and other embedded items with
coordination drawings necessary for incorporation in the
precast components, for all zones with timeliness to
facilitate the fabrication schedule of the precast
contractor.
.8 All unfinished surfaces of materials or equipment
furnished or installed by this contractor, shall be
inspected for readiness by follow-on contractors and the
CM, prior to installation of follow-on work. This would
include bringing back to original condition, surfaces
disturbed by welding, burning, or other disfigurement,
which will need to be made ready for finish painting, or
other work. The Masonry Contractor shall pay particular
attention to protect and clean flooring surfaces in
compliance with floor covering installation.
.9 This contractor is responsible to facilitate, coordinate
and/or provide all ~netrations shown or not shown on
drawings which are necessary to promote the complete
installation of his, and other contractors work, when
adequately coordinated per items .6 and .7 above.
Field penetrations required after masonry installation,
shall be subject to the advance approval of the mason and
A/E, and shall be in accordance with Article 4.14.3. All
costs of field installed penetrations after masonry wall
installation, and finished closure of field openings
shall be borne by the contractors using or requiring
same. All finished closure details shall conform with
firesafing, safety building codes and design intent
(draft closure, material fall protection, etc.).
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 6
03/17/92
.10 l1aterials and Equipment Furnished by Others All
materials furnished by the Owner, other contractors for
the Owner, or by the CM for the Owner, for installation
by this contractor shall upon delivery, be unloaded,
transferred, stored and fully protected by the contractor
until installed. Any demurrage or similar charge
incurred due to failure of the contractor to promptly
unload the materials and equipment shall be the
responsibility of the contractor.
The contractor shall carefully examine all materials and
equipment furnished by the Owner, or any of his
designees, (other contractors or the CM). The contractor
shall complete receiving reports describing the quantity
and condition of the materials or equipment. The
contractor shall be responsible for subsequent damage or
loss until installation is completed and accepted by the
Owner.
Should the contractor fail to report any visible signs of
damage in the receiving report as indicated above, then
all parties may assume that the damage occurred while the
materials and equipment were in the care, custody and
control of the receiving contractor.
Any material furnished by the Owner, at an off-site
location, on other than a charge basis in connection with
the contract, shall be deemed as held by the contractor
on consignment. All such materials not used in the
fabrication of materials or equipment required under the
contract shall be returned to the applicable party, as
directed, at their expense; and, if not accounted for or
so returned, shall be paid for by the contractor.
.11 It will be the full responsibility of this trade
contractor to maintain masonry rated assemblies, or
properly seal in accordance with manufacturer IS
recommendations, concurring with section 07272 Firestop
and Penetration Sealing System.
.12 Any core drillinq or penetrations made by this
contractor, or for this contractor in the performance of
his work, shall be properly closed and sealed by this
contractor after installation of the work.
.13 Contractor shall perform and/or coordinate all required
testing and provide adequate personnel in order to
facilitate all testing to the requirements of the
contract documents.
.14 All incoming materials and equipment shall be coordinated
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 7
with other trades and the CM is to be notified, in order
that proper laydovm, 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.
.15 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 Ownerls right
to make appropriate decisions.
.16 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.
.17 Masonry Contractor shall perform all masonry cuttinq,
grinding and sawing operations exterior to building
enclosure.
.18 Doors, Frames, Hardware:
This contractor shall layout all masonry walls and
partitions, and coordinate and verify door frame
insta llation. Any errors in layout causing movement
after installation has begun, shall be corrected at the
expense of the wall contractor and frame installer.
This item includes, but is not limited to the
installation of access panels and doors, borrowed lites,
security and non-security hollow metal, grilles,
registers, diffusers, HVAC frames, formed plate frames,
sleeves, anchors, weld plates and other similar inserts
or devices required to facilitate and coordinate the
complete and proper installation of the Work of this Bid
Package, whether or not furnished by the Masonry
Contractor.
The Metals-Doors-Glazing Contractor shall be responsible
for the preparation of frames, and installation of floor
anchored frames, including bituminous coating, including
providing grout holes, and providing any conduit integral
to frames or raceways for electric locks or door position
swi tches as required. Assure conduits, lock pockets,
strike pockets, and other holes and penetrations are
plugged to prevent grout intrusion and to facilitate
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 8
subsequent installations. Metals-Doors-Glazing
Contractor shall repair grout ports.
The Masonry Contractor shall be responsible for grouting
preparations, forming, frame grouting, and cleanup.
Items to be grouted include, but are not limited to all
security door frames, non-security door frames, elevator
door frames, and elevator door sills. Where grouting
cannot be accomplished in lifts, supplier of frames will
prepare frames in a manner that will allow grouting after
installation.
Note:
Grouting of door frames - Security door frames
in all locations are to be fully grouted, and
these include cell doors, and wherever frames
are welded to embedded subframes.
.19 This contractor shall interface with spray-on insulation
installation, and schedule and coordinate masonry work
schedule with spray-on insulation work.
.20 Coordinate with Precast Concrete Contractor, and his
provision of dovetail anchor slots, which are to be
embedded in precast. Provide drawings and instructions
to assure that installation is acceptable.
.21 Design, furnish, and install all lintels (masonry, steel
or precast), which are required in the masonry work, as
specified in Section 04200, paragraph 3.2 U.1, and in
accordance with Section 05180.
.22
Where not specified elsewhere,
joint to receive sealants, at
material junctions.
provide a maximum ~
masonry to dissimi lar
.23 Section 13090 Radiation Protection - Masonry Contractor
shall coordinate and facilitate installation of radiation
protection work requirements by others.
.24 This contractor will provide and install all angles,
sills, lintels, reinforced openings, and other items
which are necessitated by other trades penetrations or
openings.
.25 Masonry Contractor shall provide adequate wall bracing
until permanent strength is achieved.
.26 Install formed plate frame for hollow metal or other door
frames, supplied by others, which are detailed on sheet
4.46/B.
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 9
.27 Furnish and install metals and anchorage work required,
as shO\.m on sheet 4. 67A Tvpical Breakawav \Vall and
Typical Exterior Secure Wall.
.28 Provide and install 1/411 x 311 X 311, 1/411 X 311 X 411 steel
anqles, and 3/811 x 311 X 311 steel plate, as shown on sheet
4.47.
.29 Furnish and install reinforcing and anchors everywhere
required, for bench weld plate, as detailed on 2/4.80.
.30 Furnish and install jobsite sample panel, and provide
quantity of sample panels necessary to obtain acceptance.
.31 Grout elevator hoistway frames and sills, and coordinate
with the Elevator Contractor.
.32 Assist in the installation of section 08300 Special
Doors, as furnished by others, but to be installed in the
work of the Masonry Contractor.
.33 Embeds Schedule, Attachment 'A'
Find attached to this scope of work Attachment' A' ,
EMBEDS SCHEDULE, (6) pages, outlining the entity
responsible for embedded metal. In the 'Responsibility'
column, all items with an '81, are the direct
responsibility of the Masonry Contractor to furnish and
install. This schedule shall serve as a guide, and not
be limited to the items delineated, and the Masonry
Contractor shall be responsible for determining the total
extent of embeds required under this bid package.
.34 Alternate 28-01: Non-Security Fire Walls:
This bidder shall provide a price to remove from his
scope of work, the furnishing and installing of masonry
",.'alls, from 8" above ceiling, to underside of structure,
as shown in balloon on detail 4, on sheet 4.67A.
.35 Owner cption No. 28-01: Zone 'F' Masonry:
At the option of the Owner, furnish and install Zone IF'
Masonry, similar to Zones 'DI and 'EI.
This area is defined as the area bound by column lines G
to La, and 17 line to 24 line, as well as column lines 37
to X, and U line to 42 line.
03/17/92
MASONRY SCOPE OF hlORK (ADD. 8)
00328 - 10
1.3 By Others
.1 Painting.
.2 Bituminous coating of all door frames, where required.
.3 General caulking and fire safing sealants are by others
where noted in the contract documents.
.4 Grouting of hollow metal frames which are installed in
metal stud partition systems.
.5 Expansion joint cover assemblies, for expansion joints in
masonry.
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 11
Attachment 'AI
EMBEDS SCHEDULE
RESPONSIBILITY LEGEND:
1. PRECAST SUPPLIER - Bid Group 2 (pomco Associates, Inc.)
* 2. MISCELLANEOUS METALS SUPPLIER - Bid Group 2 (National
Detention Group, Inc.)
3. MISCELLANEOUS METALS SUPPLIER - Bid Group 3 (Stairs &
Miscellaneous Metals)
4. &BtURITY FENCINC INB!J.'-ALLER Bid Croup 3 {F-enci-flfj-t- ff9W
USED
5. ELEVATOR SUPPLIER - Bid Group 2 (Mowrey Elevator Co.)
6. ROOFING - Bid Group 3
7. BID GROUP1 - Under Contract
8. MASONRY - Bid Group 3
9. CAST-IN-PLACE CONCRETE - Bid Group 3
10. MISCELLANEOUS METALS SUPPLIER - B. P. 27 Metals-Doors-
Glazing
11. Bid Group 3, B.P. 17 Fire Protection Contractor
* 2s designates ship to site
2p designates ship to precaster
ITEM NO. ITEM
DETAIL #
SHEET #
RESPONSIBILITY
-------- -----------------
1.
2.
3.
4.
5.
6.
7.
8.
9 .
10.
11.
12.
13.
14.
15.
16.
Angle, Tube, Anchor
Assembly - 12/4.41a 4.34 4- 3
Angle - 7/4.38 4.36 4- 3
Channel - M 4.36 7
Anchor Slot - 4 4.38 1
Embed - 11 4.38 2p
Metal flashing cap, clip,
and railing 4.38 3
Angle, tube, and anchor
assembly - 4/10-4.40 4.39 3
Tube - 5 4.39 3
Anchor slots - 1,2,4 thru
8, and 11 4.41 1
Angle - 12 4.41 6
Ladder/Post/scuttle - 12 4.41 6
Not Used
Embed - 1 4.42 2p
Security Bar - 1 4.42 10
Embed - 4 4.42 2p
security Bar & anchors-4 4.42 2
V1ASONRY SCOPE OF WORK (ADD. 8) 00328 - 12
03/17/92
17. Angle/Anchors - 2 4.42
18. Ladder - 1, both shown 4.46
19. Frame - B 4.46
20. Frame - A 4.46
21. Plate det. A/4.46 as shown 4.47
in detail ES-8, DS-3, ES-3,
FS-3, DS-l, CS-1
Except for Plates to be 4.47
installed in cast-in-place
concrete, Ground Floor
22. Plate det. B/4.46 as shown
in detail CS-1, DS-1, ES-8 4.47
23.
24.
25.
26.
27.
27.a
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
41.
42.
43.
44.
45.
45.a
46.
47.
Angles and plates shown in
ES-8, DS-3, ES-3, FS-3,
DS-6, ES-6, FS-6
Angle/Bolts - 5
Ladder -6
stairs/Rails
Angl/Frame/Lad
sill angle per
section 7
Angles - Y,A
Embed - X
Plates - X
Rail - X
Embeds - B,A,~
Embeds - BC,2B
Embeds - A-r;:,D
Embeds - 2..,--9
Embeds ---2-,C
Frame - 3
Frame - 3
Embeds - Note 1
Embeds - Note 7
Embeds - Note 8
Embeds - 2B
Embeds - 2B
Angle and fastener -
Breakaway Wall
Angle and anchor assembly
- Exterior Secure
Typical Interior Secure
Wall, steel reinforcing
Angle/Plate Shear Conn.
Plate - Stairbase and
reinforcing
4.46
- All 4.49
BG-2 Add.1,
4.47
4.47A
4.47A
thru 4.48
& 4.50
4.50
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.51
4.67A
4.67A
4.67A
3.32
3.32
2p
3
3
2
2P
2S
3
3
3
3
3
5
5
2s
1
3
3
2p
2p
2p
2p
2p
2p
2p
2p
2p
2p
2p
2p
8
8
8
1
9
03/17/92
00328 - 13
MASONRY SCOPE OF WORK (ADD. 8)
48.
49.
49.a
50.
51.
52.
53.
54.
55.
56.
56.a
57.
58.
58.a
59.
60.
61.
62.
63.
64.
65.
66.
67.
68.
69.
70.
71.
72.
73.
74.
75.
76.
77.
78.
03/17/92
Reinforcing assembly,
weldment and tablebase
Embed/Plate, dbl T bear-
ing on beam
Reinforcing for above
Angles - Typ.opening
Plate and reinforcing
- Cooling Tower
Embeds/Plate
Embed - 9
Channel - 9
Plate - 10
Angle - 10
Reinforcing for above
Angle - 12
Plate - 12
Reinforcing for above
Embed - 7A, 7B
Embed - 8
Angle - 13
Plate - 13
Embed - 15
Embeds-& DBA's & Weld
P 1 atE;is - 1, 2, 3, 4 A , 6,
7,8A,8B, 10, -1-2, 14,
15, 16{19, 20
Embed"':'l, 18,20
Embed/plate - 5
Bent Plate - 11A, llB
All metals 1,2,3
Reinforcing 5T6~
Embed/Angle/Bolt - 3
Plates, DBA's-5,6,7
Embed - 10
Embeds - 2
Embed - 5
Embeds - Typ.col.Base
All but anch. bolts
Embeds - Typ.Beam to col
Connection
Embed/Plate Typ.Lat
support est mas wall past
structure
Embed - Typ Precast Beam 3.37
to Slab Conn @ Discont Slab
P+a-t..e--aTld--BBA--Bn-a.oove- 3 . 3 7
Embed - Typ Beam Bearing 3.37
on CIP Col
Embed - Elev.Rail Conn.
Angle/Bolt - Elev.Sill
Embed - 4
78.;:1
79.
80.
81.
82.
3.32
3.32
3.32
3.32
3.32
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.33
3.34
3.34
3.34
3.34
3.35
3.35
3.35
3.35
3.35
3.36
3.36
3.36
3.36
3.37
3.37
3.37
3.38
}~SONRY SCOPE OF WORK (ADD. 8)
9
1
9
9 & 1
9
1
1
1
1
1
9
1
1
9
1
1
1
1
1
1
1
1
1
1
9
1
1
2p
1
1
1
1
1
1
')
1
2P
5
1
00328 - 14
83.
84.
85.
86.
87.
88.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
-l'{) 0 .
101.
102.
103.
104.
105.
106.
107.
108.
Embed - 6A, 6B, 7A, 7B, 15
Plate & Dowel 7A, 7B
Angles - 10
Embeds & Plates & DBA
Emb/Ang/Blt - 12, 13, 17
Embed - 18
Angles & DBA 19A, 19B
Embed - 20
Plates & Angles - 14A,14BC
Embed - 7
EmbjAng/Blt - 15A, 15B
16, 17
Metal Shapes - 11, 18
Metal Necessary for typ
Beam Bearing @ CIP Col.
All stirrup reinforcing &
struct. shapes for
composite beams
Metal Necessary for shear
wall base det.
Typ Precast Beam to
Precast Element Conn
(except @ 1st FLR)
Typical CIP slab
Typic~l non lo~d be~ring
€-ell T.:~ll on 1st fir.,
'-,TV f ~ n d C 0ffii?1--e-ssi-bl-e
filler
Reinforcing section 4,5,
11 , 11 A, 14 , 1 6 , 1 7 , 19, 2 0
T-6f7Ping TIeffif-BrB-ing only,
scctions 2^,B,C,18
Lo'v.' e r -l:'-e-i-fif.er-e-i-n~-Bfl~
sections 2A,B,C,18
Composite beam reinforc-
ment, sections 1A,B
Typical elevator sill
Typical lateral support
detail for exterior
masonry wall running past
structure - angle, anchor
weld and sheetmetal
Typical control joint
in topping slab- topping
reinforcing
Typical construction
joint in topping slab-
topping reinforcing,
and dowels
3.38
3.38
3.38
3.38
3.38
3.38
3.38
3.38
3.38
3.39
3.39
3.39
3.39
3.32
3.32
3.35
3.37
3.32
3.32
3.33
3.33
3.33
3.33
3.37
3.37
3.37
3.37
1
2S
1
1
1
1
2s
1
1
1
1
1
1
1
1
1
1
1
9
9
--9
-1-
1
5
9
9
9
03/17/92
00328 - 15
MASONRY SCOPE OF WORK (ADD. 8)
109. Typical elev. rail
support beam connection
beam, clip and bolts
110. Topping and curb rein-
forcing, section 1
111. Curb reinforcing, sec. 5
112. Conc. reinforcing, sec. 8
113. CIP trough stirrups, Lis,
and reinforcing
114. CIP trough, sec. 10
115. Reinforcing steel and
reinforcing metals
116. Reinforcing steel, sec.
14A,B,C
117. Vertical dowels, sec. 19B
118. Slab/curb reinforcing stl
119. Topping reinforcing,
section 18
120. Reinforcing steel, sec. 12
121. Reinforcing steel, sec. 8
122. All curb, steps, topping
reinforcing; DBA's; plates
and shapes
~3. VClc.t-iea~~
section 18
124. pipe enclosure - det. P
125. Det. 8/4.41A, Det. 9/4.41A
126. Channels for louvers, Det.
7/4.41A
127. 2" sched. 40 pipe sleeve
for sprinkler head
128. Details 2 & 3 - Bench &
Bunk Mounting
Rebar -
Plate embed -
129. Detail 7 - stool Mounting:
Rebar -
Plate embed -
130.
131.
M~sonry Anchors detail 7
Door subframe details
2, 10 , 11
Typical Slab on double
tee spanning para lIeF to
rectangular beaml detail
Weld Plates
steel Reinforcing
above
'l'ypicalprecast sl
fill at double tees
Wi21d plates
132~
3.37 5
3.38 9
3.38 9
3.38 9
3.38 9
3.38 9
3.38 1
3.38 9
3.38 8
3.38 9
3.38 9
3.39 9
3.39 9
3.34 9
3.34 8
4.40 3
4.41A 3
4.41A By Mechanical
4.51 11
4.80 8
4.80 10
4.80 9
4.80 10
4.41B 8
4.50 2p
3.32 1
133
1
134.
9
03/17/92
00328 - 16
MASONRY SCOPE OF WORK (ADD. 8)
135. Anchors & weld plate, 3.32
sections 1, lA, 2,12,13,
14, 15, 17,18, 1~
136. Section lB-Masonry Dowels 3.34
1
***************
END OF EMBEDS SCHEDULE
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 17
ATTACHMENT 'B'
ACCESS PANELS AND DOORS
Gypsum w/Standard Lock
size Quantit,y
1. 12" x 12" 25
2 . 1811 X 18" 0
3. 18" X 24" 1
4. 24 " x 2411 0
5. 24" X 3611 2
Gypsum w/Standard Lock, Fire-Rated Panels
size Quantity
6. 12" X 1211 45
7. 1811 X 1811 51
8. 18" X 24" 0
9. 24" X 24" 0
10. 24" X 36" 0
Plaster w/Standard Lock
Size Quantity
11. 12" x 12" 4
12. 18" x 18" 0
13. 1811 x 24" 0
14. 24" x 24" 0
15. 24" x 36" 0
03/17/92
MASONRY SCOPE OF \'iORK (ADD. 8)
00328 - 18
Plaster w/Standard LOCK, Fire-Rated Panels
Size Quantity
16. 12" x 12" 4
17. 18" x 18" 16
18. 18" x 24" 0
19. 24" x 24" 0
20. 2411 X 3611 0
Security Plaster w/Security Lock
Size Quantity
21. 1211 x 1211 245
22. 18" x 1811 4
23. 18" x 2411 0
24. 2411 x 24" 24
25. 2411 x 3611 0
security Plaster w/Security Lock, Fire-Rated Panels
Size Quantity
26. 1211 x 1211 66
27. 1811 x 1811 0
28. 1811 x 24" 0
29. 2411 x 2411 0
30. 2411 X 3611 0
Security Masonry w/Security Lock
size Quantity
31. 2411 x 24" 0
32. 2411 x 36" 0
03/17/92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 19
ATTACHMENT IC'
PHASE I COORDINATION DRAWINGS
NUMBER
DRAWING TITLE
LATEST
DRAWING
REVISION DATE
1
First Floor utility Chase
Total Composite
2Mar92
1.1
First Floor utility Chase
Total Composite with Rain Leader
2Mar92
1.2
First Floor utility Chase
Handicapped Total composite
2Mar92
2
First Floor utility Chase
Sub Composite
211ar92
2.2
First Floor utility Chase
Handicapped Sub Composite
2Mar92
3
First Floor utility Chase
Sub Composite
2Mar92
3.2
First Floor utility Chase
Handicapped Sub Composite
2Har92
4
Mezzanine Floor utility Chase
Total Composite
2Mar92
4.1
Mezzanine Floor utility Chase
Total Composite with Rain Leader
2Mar92
5
Mezzanine Floor utility Chase
Sub composite
2Mar92
6
Mezzanine Floor utility Chase
Sub composite
2Har92
7
Top of utility Chase with Rain Leader
2Har92
8
Top of utility Chase
2Har92
9
Horizontal Chase Left Hand View
2Mar92
MASONRY SCOPE OF WORK (ADD. 8)
00328 - 20
03/17/92
9.1 Horizontal Chase Left Hand View 2Mar92
with Rain Leader
10 Horizontal Chase Right Hand view 2Mar92
10.1 Horizontal Chase Right Hand View 2Mar92
with Rain Leader
11 Zone A First Floor Precast 2Mar92
Penetration Layout
12 Zone A second Floor Precast 2Mar92
Penetration Layout
13 Zone A Roof Precast Penetration 2Mar92
Layout
14 Zone A Ground Floor Plumbing 2Mar92
15 Zone A First Floor Plumbing 2Mar92
16 Zone A Second Floor Plumbing 2Mar92
31 Zone D First Floor Precast 2Mar92
Penetration Layout
32 Zone D Mechanical Plenum Precast 2Mar92
Penetration Layout
33 Zone D Mezzanine Floor Precast 2Mar92
Penetration Layout
34 Zone D Roof Precast Penetration 2Mar92
Layout
03/17/92 MASONRY SCOPE OF WORK (ADD. 8) 00328 - 21
SECTION 00353
MILESTONE SCHEDULE
The bar chart and associated activity listing presented in
this section depicts the approximate duration, sequence, and
flow of work of major work groups. Not all activities are
shown and groupings are subjective. Logic diagrams
generating the presented document are available for bidder
review in the office of the Construction Manager.
Contractors will be required to submit construction
schedules to meet the requirements of the presented
milestones and in accordance with the Master Project
Schedule.
T~e Contractors are to note the following special milestone
dates required for the Project.
a. Building Temperature and Humidity
controlled for Finishes & Follow-on
Work . . . . . .
..........
. .11/15/92
b. start Contractor Completion Inspections.01/11/93
c. start Prefinal Inspections .
d. Project Completion . . . . .
. .03/02/93
.07/01/93
03/16/92 MILESTONE SCHEDULE (ADD. 8)
00353 - 1
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j
~onroe County. Florida
... ... ... .. a .. .. .. .. .. .. .. ... .. .. ... .. .. ... ... ... .. .. .. ...- ... ... .. .. .. ... .. ... ... .. ... ... .. .. .. .. .. .. .. .. ... .. .. .. ... .. .. .. ... .. ... .. .. .. .. .... .. .. .. .. .. .. ... .. .. .. ... .. ... .. ... .. ... ... .. .. .. ... .. ... .. .. .. .. .. .. .. .. .. .. ... ... ... ... .. ... .. .. .. ... .. .. .. .. .. ... ... .. .. ... .. ... .. ... ... .. . ... ... ..
PRIKAVE~ PROJECT PLA~HER
Monroe CO\X1ty Detention Fadlity
RT DATE 1'1':>EC91 RUN 1tO. 50
16:28
SCHED ~E?ORT . line s~ip by &Ctivity code
ACT 1....1 TY
10
ORIG REM
DUR DUR
Site Utilit,ie1l
5 1
1325 5
1330 5
1340 5
2000 30
2005 10
2010 15
2015 5
2020 5
2025 10
2030 10
2035 IS
2040 15
2045 15
2050 15
3005 10
3010 10
3015 10
3020 5
3050 15
3055 5
5000 15
5005 15
5010 15
Caissons
1025
1030
1035
1040
1045
1050
lOSS
1060
1100
1150
1200
1250
1300
Col UTlS
1105
1110
1115
1155
Monroe County Detention Facility
START DATE 1AUG91 FIN DATE 1:
DATA DATE 1~0V91 PAGE NO.
.. ...- --....-...--.... .........................--........................-..............-.----..... ..-............ ---......... -............. .........-.... ..
1
o 100
5 0
5 0
5 0
5 83
10 0
15 0
5 0
5 0
10 0
10 0
IS 0
15 0
15 0
15 0
10 0
10 0
10 0
5 0
15 0
5 0
15 0
IS 0
15 0
10 0 100
10 0 100
40 0 100
15 0 100
5 0 100
10 9 10
25 0 100
1 1 0
15 15 0
15 15 0
10 10 0
15 IS 0
10 10 0
lS
5
20
lS
15
5
20
IS
o
o
o
o
ACTIVITY DESCRIPTION
SCHEDULED
START FINISH
.... ...... -.. .....-.. -- ...... ....... ........................... ...... ....-......... -......
.
NTP . Site Utilities 9oc191A 9OC191A
S\I . Zone C - Sub-Slab Sanitary II Loading Dock 4HAR92 10HAR92
$\I . Zone C - Storm Drain (J8 28-0 & Upstream) 4HAR92 10HAR92
$\I - Zone C - Storm Drain (Inlet 1-12 & Upstream 4HAR92 10HAR92
$\I - Utilities. Underground Submittals 13SEP91A 22N0V91
$\I - Utilities - AlE Apvl of U/G Submittals 25NOV91 9DEC91
$\I . Utilities - Install Outfall Structures l00EC91 31DEC91
$\I . Utilities - Instl U/G Teflporary Pwr & Tele l00EC91 16OEC91
$\I - Utilities - Sanitary Trunk Line II LOg Dock 10DEC91 16OEC91
$\I . Utilities. Remainder of Sanitary Trunk Lin 17DEC91 310EC91
$\I . Utilities. Electrical Ouctban~ and Tele 17DEC91 31DEC91
$\I . Uti I ities - Instl Greywater line 2JAII92 22JAII92
$\I - Utilities - Instl Domestic ~ater Line 2JAII92 22JAN92
$\I . Utilities' Instl Effluent Line 2JAN92 22JAI/92
S~ . Utilities. Instl Gas Line 2JAN92 22JAN92
$\I . Entrance Road - Effluent Line 13JAII92 24JAN92
$\I - Entrance Road - Domestic/f~ Hain 13JAN92 24JA~92
$\I - Entrance Road . Test/Flush/Disinfect DY/FW 27JAII92 7FEB92
SW - Entrance Road - Tie-in DW/FW Line to FKAA 10FEB92 14FEB92
SW . Utilities. Overhead Power/Tel~one Line 13JAN92 31JAlI92
SW . Utilities - Temporary Pwr/Tele Startup 3FEB92 7FEB92
SU - Utilities - Storm Drain Trunk Lines 17JUN92 8JUL92
$\I - Utilities. SO Lateriels & Trench Drain 17JUH92 8JUL92
$\I . Utiliti~ . Sanitary Laterals 17JUII92 8JUL92
$\I . Caisson load Test
SW - AlE Review of Caisson Load Test Oat.
SW - Caissoo Rebar Submittals. Start
SW - Caisson Rebar Submittals - Complete
SW . AlE Review of Caisson Rebar Submittals
SW - Fabricate & Deliver Caisson Rebar
SU . Windl~ ~odification Pricing
S\J - BOCC Apvl of ...indload Change
SW . Zone A - Caissons
SU - Zone 0 . Caissons
SU . Zone S - Caissons
SW - Zo~e E - Caissons
SW . Zone C . Caissons
7OC191A 17OC191A
180CT91A 6N0V91A
13AUG91A 6OC191A
7OC191A 290C191A
300c191A 6N0V91A
13110V91A 29N0V91
6OC191A 13NOV91A
20N0V91* 20NOv91
2DEC91 2ODEC91
23OEC91 14JAlI92
15JAII92 28JAlI92
29JA1I92 18FEB92
19FEB92 3KAR92
SW - Zone A - Columns & Misc Concrete
SW - Zone A Verify Locations of Columns
SU . Zone A - Column Concrete Cure Period
SW - Zone 0 . Columns & Misc Concrete
23DEC91
15JAN92
15JA"92
15JA"92
14JAII92
21JAN92
I lFEB92
4FEB92
..... ...... ............. ........ ....... ....... ....... ......... ..... -............ ..... .......... ..................... ..... ......... ...... ~..... --................ ................-oo.... ....._..... _........
Konroe County, Florida
PRl~AVERA PROJECT PLA~NER
Konroe County Detention Fac1lit
RE~T DATE 190EC91 RUN NO. SO
16:<'8
SCHED REPORT - line skip by activity code
Konroe County Detention Facility
START CATE 1AUG91
FIN DATE
DATA DATE 18~0V91
PAt ).
.. .. . . ... .......... ...................... .. ........... .oo...... ............................ ......... ..... -... ....... ...... ....-- .. .. .. ... .. . ... ... .. . ... ... .. . .. ............... .-....-..
ACll VIT'f ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START F UI! SK
.......... .. ........ ... ... .. . ....... .. ... .. . -....... -............. -.... ....... - --.. -...... -..... ..--...... .......-..................... ... .... .. - .... .. .. .. ... .. .. . .. ... - .. - .. .. ... .. ... ... .. .. . -.. .. -
.
CollJlT'lS
1160 5 5 0 $'W- Zone D - Verify locations of Columns 5FEB92 1 HEB92
1165 20 20 0 $'We Zone 0 . Column C~rete Cure Period 5FEB92 3KAR92
1205 10 10 0 $'We Zone B . Columns & Mise C~rete 29JAH92 1HEB92
1210 5 5 0 $'W- Zone B . Verify locations of Columns 12FEB92 18FEB92
1215 20 20 0 SIJ - Zone 8 - Column C~rete Cure Period 12FEB92 10r'.AR92
1255 15 15 0 $'W- Zone E - Columns & Mise Concrete 19FEB92 10r',AR92
1260 5 5 0 $'W- Zone E Verify locations of Columns 1 1 KAR92 1 i'l'.AR92
1265 20 20 0 $'W- Zone E - Column Concrete Cure Period 1 1 KAR92 lAPR92
1305 10 10 0 $'W- Zone C - Columns & Mise Concrete I.KAR92 1mR92
1310 5 5 0 $'W - Zone C . Verify locations of Columns 181'.AR92 21.!o\AR92
1315 20 20 0 $'W- Zone C - Column C~rete Cure Period HlAAR92 HAPR92
1320 20 20 0 $'W- Zone C FIRIPIC Concrete loading Dock l.AAR92 :3 1 r'.AR92
Er~tion Dra~ings
7020 15 15 0 Pr~ast - Colum lnterf&ce Details 211<01191 12DEC91
7030 15 15 0 Pr~llst - Area A - Fr8t1\ing Dra'o/ir>gs 2'NOV91 1 iDE C91
704l) 10 '0 0 PrKast - Area A - AlE Apvl of Fr&ming Drawings 130EC91 27DEC91
7100 15 15 0 PrKast Areas 8 & 0 . Framing Dra~ings BCEC91 6JAH92
7110 10 10 0 Pr~llst - Areas 8 & 0 . AlE Apvl of Framing Dltgs 7JAH92 20JAW92
7200 15 15 0 Pr~ast - Areas C & E . Framing Drawings lJAW92 27JAli92
7210 10 10 0 Pr~llst . Areas C & E AlE Apvl of Framing D~gs 28JAH92 10FEB92
Utilities/Pr~ast Coordination Effort
7005 10 0 '00 Coordination Method D~ision 'HOV91A 1SHCV91"
7050 20 20 0 PrKast Area A - Utl/Pc~t Coordination 181101191 160EC91
7120 20 20 0 PrKast Arells 8 & D Utl/Pcst Coordination 17DEC91 15JAI/92
7220 15 15 0 Pr~ast Areas C & E . Utl/Pcst Coordination '6JAli92 SFEB92
Detail Dra~ings
7060 15 15 0 PrK8st - Area A - Detail Drawings 300EC91 20JAN92
7070 10 10 0 Pr~ast - Area" . AlE Apvl of Detail Dra~ings 21JAH92 3FEB92
7130 15 15 0 Pr~ast Areas B & D - Detail Drawir>gs 21JAII92 1CFES92
7140 10 10 0 Pr~ast - Areas B & D AlE Apvl of Oetai l D"'9s 1 HEB92 24FEB92
7230 15 15 0 Pr~ast - Areas C & E Detai I Drawir>gs 1HEB92 2r'.AR92
7240 10 10 0 I'r~ast Areas C & E - AlE Apvl of Detail D\t9s 3l-'.AR92 ltJo' .AR92
F "br \ C 8 t i on
70110 20 20 0 Precast Area" Fabrication 4FEB92 2~.AR92
7(:90 5 5 0 Precast - Area" Bt:9in Ship;:>ing to Site 3KAR92 >;','.:"R92
7150 20 20 0 I'r~ast Area B Fabrication 25FES92 23KAR92
7160 10 10 0 Pr~ast - Area 8 Bt:9in Ship;:>ing to Site 2 l.l-'.A R92 6APR92
7170 40 40 0 Pr~ast - Area D F abri cat ion 25FEB92 2CA?R92
7130 10 10 0 Pr~ast . Area 0 Bt:9 i n Sh i p;:>i r>g to Site 21APR92 4 l.l,A Y92
7250 25 25 0 PrKast Area C - F abri cat i on 25KAR92 28AFR92
7260 5 5 0 P r~as t Area C - Bt:9in Ship;:>ing to Site 29APR92 SKAY92
7270 40 40 0 PrKast Area E . Fabrication 18KAR92 12HAY92
7280 5 5 0 Pr~ast Area E Besin Shipping to Site 13KA Y92 19KA Y92
. ......... ............--.......................... .................... .............. ....-..- ............ ......... ......... .....-...... .-. -..... -................... ..................- -.... -.............. ---...-..-......... ............... -...... .............
~onr~ COU'\ty, Florida PRl~~VE~ PROJECT Pl~~NER ~onroe County Detention f&clllty
~T DATE 19OEC'91 RUN NO. SO ~onroe County Detention Facility SlART DATE 1AUG91 FIN DATE 1 JI
16:28
SCIlED RE~T . line skIp by activity code DATA DATE 1&<0V91 PAGE NO.
........ . .. .. ..... ...........-...... ........... .........................................-............... - -.......... -_....- ......-... ..... - .. - - .. ... ....-........... ... ... ... ... ... - .... . .. ... .. - - -... .-
ACT IVI TY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR DUR X START FINISK
........ .. ............ . . ......--......-..-... .....--..............................-...............------.........................................-.. .... ... .. ... - .... -.. .. ... -.. .. - ---.........- - - ... -......... . .
Precast Erection
'0000 40 40 0 Precast . Arel A . Erection , 0l>V- R n 4XA yn
20000 30 30 0 Precast . Arel B . Erection SKAY92 16JUN92
30000 30 30 0 Precast . Area C . Erection 17 JUlin 29JUln
40000 30 30 0 Precast . Arel D . Erect ion SKAyn 16JUN92
soooo 30 30 0 Precast - Area E - Erection 17 JUI\92 29JUl92
Roof
10050 10 10 0 Area A . Roof. Roofing 3JUI\n 16JUI\n
20050 10 10 0 Area 8 - Roofi ng 9JUl92 22JUl92
300'50 10 10 0 Area C . Roofing 20AUG92 2SEI>92
40050 '0 10 0 AreeD . Roofing 9JUln 22JUl92
50050 10 10 0 Area E . Roofing 20AUG92 2SEI>92
Stairs
100iO 5 5 0 Area A . Terrporary Access Stairs SKAY92 \1KAY92
20120 10 10 0 Area 8 . Erect Stairs 16JUl92 29JUl92
30C80 10 10 0 Area C . Ered Stairs 27AUG92 105EI>92
40120 10 10 0 Area D . Erect Stairs 16JUl92 29JUl92
43C50 15 15 0 Area D . 2nd F l ~ ~ezz Handrails 6AUG92 26AUG92
43G60 10 10 0 Area D . 1st Ft . Interior Stairs 6AUG92 19AUG92
50080 10 10 0 Area E . Erect Stairs 27AUG92 10SEI>92
53C50 15 15 0 Area E . 2nd Fl . Hezz Handrails 18SEI>92 BOcT92
53C-60 10 10 0 Area E . 1st Ft . Interior Stairs 18SEI>92 1OCT92
Elevators
10100 15 15 0 Area A . Elevators ROUSh- in 9JUl92 29JUL92
Wll0 5 5 0 Area A . Elevators . Car & Platform 30JUL92 S.lUG92
10120 5 5 0 Area A . Elevators . Doors & Frames 6AUG92 12AUG92
WHO 20 20 0 Area A . Elevators Construct Cabs & Trim-out 13AUG92 10SEI>92
Slab Errbeds
11 000 15 15 0 Area A . 1st Fl . H/E/P/S Slab Errbeds 12XAY92 2 JU'I92
12S~0 20 20 0 Area A . 2nd F I . ~/E/P/S Slab Embeds 12XA y92 9JUlin
21000 10 10 0 Aree 8 . 1st Ft . H/E/P/S Slab Embeds 17JUlln 30JUI\92
22~OO 1S 15 0 Area B 2rdFt HIE/PIS Slab Embeds 17 JUII92 8JUl92
31000 10 10 0 Area C - 1st Fl . H/E/P/S Slab Embeds 30JUL92 12AUG92
32000 1S 15 0 Area C . 2nd F I . H/E/P/S Slab Embeds 22JUl92 , 1 AUG92
41000 1S 15 0 Area D . 1st Ft . "'/E/P/S Slab Embeds 17 JUli92 8JUL92
42)00 20 20 0 Area D . 2nd Fl . H/E/P/S Slab Embeds 17 JUlin 1SJUl92
51000 1S 15 0 Area E . 1st Ft . H/E/P/S Slab Embeds 30JUl92 19AUG92
52)00 20 20 0 Area E . 2nd Ft . K/E/P/S Slab Embeds 30JUl92 26AUG92
Slabs
1C030 5 5 0 Area A . Roof . Topping 19HAY92 2~AY92
11010 10 10 0 Area A . 1st Ft . F /R/P /C Slab 3JU'I92 16JUh'92
12010 10 10 0 Area A 2nd F l . F/R/P/C Slab 17 JUII92 30JUII92
2('020 5 5 0 Area B . Roof Topping 24JUII92 30JUII92
2~010 10 10 0 Area B . 1stfl - FlR/P /C Slab 1JUL92 15JUL92
... _ ....... ....._... ............... ............._ _..... a... __...... ....-.....................-................ ....-. _...- .............-..-... ......-............................ -..... ....-... ............................... ...- ........ ...... ....... ......... - -...
Monr~ County, Ftorida
PRIKAVERA PROJECT PLA~~ER
Konrve County Detention Fbcility
REPORT DAlE \90EC91 RUN ~O. SO
16:28
SCHED REPORT. tine s~ip by activity code
I'<onrve County Detention Facility
START DATE 1AUG91 fl~ DATE lJ
CAT A DATE 1e~0V91 PAGE
.. . . ...... ......... -.................... ..-.. -...-..--..-...... .........-............ ...... .................-..........- ---..-... ......---..... .................. .. .. ... .. .. .. .. - ..................
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
ID OUR DUR X START FllilSH
- .. - .. .... - - ... .. .. .. .. -.. .... ... .. .. .. ... .. .. .. .. . .. ... ............. .... .. .... .... ..... .... ... .. - ... .. .. .. - .. ... ... .. ... .. .. .. .. .. ... ... .. .. - .. - .. ... .. ... .. - ... .. .. .. .. .. ... .. .. .. .. - ..... ..
Slabs
22010 10 10 0 Area B - 2rd Fl . F/R/P/C Slab 16JUl92 29JUl92
22200 10 10 0 Area B - 2rd Fl . F/R/P/C Piers & Supports 30JUl92 12AUG92
22300 10 10 0 Area B . 2rd Ft . Insutation Soard & Stab ~ M 16OCT92 29OCT92
30020 5 5 0 Area C Roof Topping 6AUG92 1 2AUG92
31010 10 \0 0 Arel! C - 1st Ft . FIR/PIC Slab 13AUG92 26AUG92
32010 10 \0 0 Area C . 2rd ft . FIR/PIC stab 3SEP92 17SEP92
40020 5 5 0 Area 0 Roof Topping 24JUlI92 30JUI<92
4Wl0 10 10 0 Area o . 1st ft . form & Rebar for Slab 17JUII92 30JU'i92
41020 \0 \0 0 Area o - 1st ft . Pour/Cure Slab 9JUl92 22JUl92
42010 10 \0 0 Area 0 - 2nd Ft - form & Rebar for Slab 17JUII92 30JUli92
42020 10 10 0 Area 0 - 2rd fl - Pour/Cure Slab 2)JUl92 5AUG92
42040 5 5 0 Area 0 2rd Ft Pour EqJip pads 13AUG92 19AUG92
50020 5 5 0 Area E Roof Topping 6AUG92 12AuG92
51010 10 10 0 Area E - 1st Fl - form & Rebar for ~lab 30JUL92 I 2.~UG92
51020 10 10 0 Area E . 1st Fl - Pour/Cure Slab 20AUG92 2SEP92
520\0 10 10 0 Area E - 2nd fl . Form & Rebar for Slab 30JUL92 12AUG92
52020 10 10 0 Area E - 2nd Fl - Pour/Cure Sl&b 3SEP92 HSEP92
52040 5 5 0 Area E 2rd Fl . Pour Eq<.Jip pods 25SEP92 1OCT92
Masonry
11020 5 5 0 Area A 1st Ft - L!yout Part/Set fr~"€s/Vnd Wal 17Ju~92 23JUI<92
\1040 15 15 0 Area A . 1st Ft - Masonry. 8&throoms 16JUl92 5AUG92
11050 35 35 0 Area A . 1st Ft Bathroom & Shower Tile 6AUG92 24SEP92
\1070 20 20 0 Area A . 1 st Ft ~asonry . Offices & Dorm Areas 24JU~92 22JUl92
12020 5 5 0 Area A . 2nd f l . layout Partitions/Set fr&mes/~ 1JUL92 8JUl92
12050 15 15 0 Area A 2nd ft - ~asonry 9JUl92 Z9JUl92
12210 15 15 0 Area A . 2nd Fl . Cer8t'llic Tile 9O<:T92 i%CT92
20100 10 10 0 Area B . Masonry. Stairs 17JUI/92 30JU~92
20110 10 10 0 Area B . Cure ~8Sonry . Stairs 1JUl92 1SJUL92
21020 5 S 0 Area B 1st Ft layout Part/Set Frail-.es/iJrd \Jal 16JUL92 22JUl92
21040 10 10 0 Area B - 1st Fl Masonry . BR 6AUG92 19AUG92
21050 10 10 0 Area B . 1st ft . Ceramic Tile. BR 20AUG92 2SEP92
21070 20 20 0 Area B . 1st Fl Masonry 23JUl92 19~UG92
22020 5 5 0 Area B . 2nd Ft . lay-out Part/Set Door fra~~s/\J 30JUl92 511UG92
22040 10 10 0 Area B 2nd Fl - Masonry . 8R 20WG92 2SEP92
22050 15 15 0 Area B 2nd Ft ~asonry Support Syst~ ~ryJ9h- 6AUG92 26~UG92
22060 IS IS 0 Area B - 2nd Ft . ~asonry 6AUG92 26AUG92
22280 10 10 0 Area B 2nd f t - Complete Exterior ~asonry 18SEP92 10C192
30060 10 10 0 Area C . ~as~~ry . Stairs 30JUl92 1 Z.~UG92
30070 10 10 0 Area C Cure Masonry. Stairs 13!1UG92 26~UG92
31020 5 5 0 "rea C - 1st fl - lay-out Part/Set Dr Frames/W 27AUG92 2SEP92
31040 \5 15 0 Area C . 1 s t Ft - Masonry 3SEP92 21,SEP92
32020 5 5 0 Area C . 2nd Ft layout Part/Set Fraroes/\Jrd \,Ial 18SEP92 21,SEP92
32040 15 1S 0 Area C 2nd f l - ~asonry 25SE;>92 15ac 192
.. .-... ........... .... .............. .--.. .......-..... -....... -...... .-. - ........-- -....-.-...... --. ......... ..........-...............-. ...... ...-..... -...... ...-...............-....... ..........._....
Monroe Ccx.nty, rt or ida PRI~~VERA PROJECT PLA~wER Monroe County Detention facility
RT DAlE 19OEC91 RUN 110. 50 ~onroe County Detention facility START DAlE 1AUG91 FIN DATE 1 JU;
16:28
:.~"iD REPORT . line skip by activity code DATA DATE 1Bk0V91 I'AGE NO. 5
.. - - - . .. . .. - ... -.....---..-- . ---.....- ......-........-------..-...-.... .......... ........-.. --........ .. - -... ..... . - ...------... .. - .. .. -.. .. ... - - ... ...... - ... ..
ACTIVllY OR (G REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FINISH
- .. ... -.. ......-.---...... .-.... --....... --....-..---..... ......-..-.. --...... ..-......-.... ....-......... ... .. .. -.. .. ... - .................... ---............ ....-.......-... .-,
Masonry
40100 10 10 0 .&.rea 0 - Masonry. Stairs 17JUN92 30JUH92
40110 10 10 0 Area 0 - Cure l'Iasonry . Stairs 1JUL92 15JUL92
41030 5 5 0 Area 0 - 1st Fl . Layout Part/Set Frames/~nd Val 23JUL92 29JUL92
41050 15 15 0 Area 0 - 1st Fl Masonry . 1st level walls 30JUL92 19AUG92
41070 10 10 0 .&.rea 0 - 1st Fl - Masonry . BR 20AUG92 2SEP92
42030 5 5 0 Area 0 - 2nd Fl . Layout Part/Set fromes/Vnd Val 6AUG92 12AUG92
43010 10 10 0 Area 0 - 2nd Fl . Masonry. 2nd level 3SEP92 17SEP92
43020 25 25 0 Area o - 1st Fl - High Say Masonry Valls 6AUG92 lOSEP92
500W 10 10 0 Area E . Mas~,ry . Stairs 30JUL92 12AUG92
50070 10 10 0 .a.r e a E - Cure Masonry. Stairs 13AUG92 26AUG92
51030 5 5 0 .&.rell E - 1st Fl - Layout Part/Set frames/\.'nd \Jal 3SEP92 10SEP92
51040 15 15 0 .&.rea E . 1st Fl - Masonry Support Systems R/I 11SEP92 1OCT92
51050 15 15 0 .&.rea E . 1st Fl - Masonry . 1st level wal Is 11SEP92 1OCT92
51070 10 \0 0 Area E - 1st Fl - Masonry 01 BR 25sEP92 aoc 192
52030 5 5 0 Area E - 2nd Fl - Layout Part/Set Frames/Vnd Val 1aSEP92 24SEP92
53010 10 10 0 Area E . 2nd Fl MasOnry - 2nd livel 9O<:T92 22OCT92
53020 25 25 0 Area E . 1st Fl - High Bay Masonry ~alls \8SEP92 22OCT92
Drywall
12030 25 25 0 .a.r e a A . 2nd fl - Dr)">'all fr3iTling 9JUL92 12ALlG92
12200 15 15 0 Area A - 2nd Fl Dr)">'all/Tape/Plaster Valls 1aSEP92 aoc192
Spray-on Insulation
12070 10 10 0 Area A . 2nd Fl - Spray'on Insulation - Prep 30JUL92 12AUG92
12000 5 5 0 .&.rea A . 2nd Fl . Spray-on Insulation - Spray 13AUG92 19AUG92
22000 10 10 0 Mea B - 2nd Fl . Spray-on Insulation - Prep 6AUG92 19AUG92
22 090 5 5 0 Area B . 2nd Fl - Spray-on Insulation 27AUG92 2SEP92
320W 5 5 0 Area C . 2nd Fl - Spray-on Insullltion Prep 90<:192 15OCl92
32070 5 5 0 .&.rea C . 2nd F 1 . SprllY-on Insulation . Spray 16OCT92 22OCT92
43070 10 10 0 Area 0 . 2nd Fl . Spray-on Insulation 2OC192 15OC192
53070 10 10 0 Area E . 2nd Fl - Spray-on Insulation 6~OV92 19~OV92
Utility Rough-in
10020 5 5 0 .&.rea A . Roof - Penetrations & Roof Acce$sories 12XAY92 18XAY92
10040 5 5 0 Area A . Roof Curbs 2m Y92 2 JUII92
100W 10 10 0 .&.rea A - Roof . Roof Drainage 19l-1AY92 2JUI/92
11030 15 15 0 Area A . 1st Ft - Plumbi~ 11./1 . Bathroons 2'JUII92 15JUL92
" OW 20 20 0 "rell A . 1st Fl Masonry 11./1 Support ("'/E/P/S) 2'JU1I92 22JUL92
12040 25 25 0 Area A 2nd Fl Masonry 11./1 Support (H/E/P/S) 9JUL92 12AUG92
12060 15 15 0 Area A. . 2nd fl Ceili~ Anchors & Hangars 9JUL92 29JUL92
20010 5 5 0 Area B - Roof Penetrations & Roof Accessories 17JUN92 23JUN92
20030 5 5 0 Area B - Roof Curbs 1JUL92 8JUL92
20040 10 10 0 Area B . Roof Draina~e 2'JU1/92 8JUL92
21030 10 10 0 .a.r e a B - 1st Fl . Plumbing Rough-in. 8R 23JUL92 5AUG92
210W 20 20 0 Area B . 1st Fl Masonry Support, Sys t ems RII 23JUL 92 19AUG92
22030 10 10 0 Area B 2nd Fl Plunbing Rough-in. BR 6AUG92 19AUG92
.. ..............................-........ -............ _____ -... -...... -.......... _ -" __a _ _ _............. -........... --..-.. ............ -... - ...----....- ....... - --......- ............ -.. ........................... ....-...
K~roe County. Florida
PRIKA\~tA PROJECT PLA~~ER
Konroe County Detentfon Facili1
~E~T DAlE 190EC91 RUW HO. 50
16:28
SCHED REPORT - line skip by activity code
Konroe COU"lty Detent Ion F"ci l ity
START DATE 1AUG91 FIN DATE
DATA DAlE 'SN0V91 p~
'0.
.. .. ... .... ... -.. .. .. - .. ... .. ... . - .. - .. ... .. .. . - .. .. .. - .. .. - .. ... . - . . .. .. .. ..... .. .. ..... ... .. ... - ..... .. . .. ..... ... - .. ... .. ... ... .. .. .. .. .. ... ... .... ................. ... .. ... ... .. .. .... ...............-
ACT IVI TY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR DUR X START fl~lSH
.. .. ... ........ .. .. .. .. . . ... .. .. ... - - .. .. - . .. .. . .. . . .. ... .... .. .. .. ... .. ............ ...... .. -.... .. .. .... .. - - ... ... .. ... .. .... .. - .. ... .. ... ... . . ..... ... ...... ... -.....-..-... -................
Utility RQU9h-in
30010 5 5 0 Ares C - Roof - Penetration & Roof Accessories 30JUL92 5AUG92
30030 5 5 0 Area C Roof Curbs BAUG92 19AUG92
30040 10 '0 0 Area C - Roof Dr a ; nage 6AUG92 19AUG92
31030 '5 15 0 Ares C . 1st Fl ~asonry Support - Systems R/I 3SEP92 24SEP92
3'070 15 15 0 Ares C - 1st Ft Plumbing Rough-in; BR 3SEP92 24SEP92
32030 15 '5 0 Ares C - 2rd Fl ~asonry Support - Systems R/I 25SEP92 150<:192
32050 '0 10 0 Area C . 2rd F I Ceiling Anchors & Hangers 25SEP9Z 8OCl92
32100 10 '0 0 Mea C . 2rd Fl Plumbing Rough-in; BR 25SEP92 8DC 1 92
40010 5 5 0 "rea 0 . Roof - P~trations & Roof Accessories 17JUI>l92 23JUH92
40030 5 5 0 Area o - Roof Curbs 1JUL92 8JUL92
40040 10 10 0 Area 0 . Roof Drainage 24JUli92 8JUL92
41040 15 15 0 Area 0 1st fl . Kasonry Support Systems R/I 30JUL92 19AUG92
4'060 10 10 0 Area o - 1st ft . Plumbing Rough-in; Sr 30JULn , 2).UG92
43000 '0 10 0 Area 0 - 2rd fl - ~asonry Support Systems R/I 3SEP92 '7SEP92
43030 10 10 0 Area 0 - 2rd Ft - Ceiling/Plenum Hangers & Sprts 18SEP92 10<:T92
.
50010 5 5 0 Area E Roof Penetrations & Roof Accessories 30JUL92 5AUG92
50030 5 5 0 Area E Roof Curbs 13AUG92 19AUG92
50040 10 10 0 Area E - Roof Drainage 6AUGn '9AUG92
51060 '0 10 0 Area E - 1st Ft - Plumbing Rough-in; Sr " SEP92 24SEP92
53000 10 10 0 Area E - 2rd f I . ~asonry Support Sys t ems R/I 90C 1 92 220<:192
53030 10 10 0 Area E . 2rd f I . Cei I ing/Plerun Hor>gers & Spf'tS 230<:T92 5110'192
Bulk Installation of Utilities
11080 25 25 0 Area A - 1st ft - HVAC Cuctwork Bulk Instl 23JUL 92 26AUG92
11100 25 25 0 Area A - 1st ft - HVAC Piping Bulk Instl 23JUL92 26AUG92
,,120 25 25 0 Area A . 1st ft . Plumbing Bulk Instl 23JUL 92 26,lUG92
11 140 25 25 0 Area A - 1st Ft - P"r/ltg C~it Bulk Inst 23JUL92 26AuG92
",60 25 25 0 Area A - 1st fl Sec/Comm C~it Bulk Install 23JUL92 26AUG92
11180 25 25 0 Area A . 1st Ft - fire Prote<tion Sulk Instl 23 JUL 92 26AUG92
12090 20 20 0 Area A 2rd fl HVAC Ductwork Bulk Instl 20AUG92 17SEP92
12100 15 15 0 Ares A 2rd f l HVAC Piping Sulk Instl 20AUG92 10SE?92
12nO 15 15 0 Area A . 2rd f I . Plwb1r'l9 Sulk Instl 20AUGn 1 OSE p92
12120 15 15 0 Area A - 2rd f I . P"r/ltg C00duit Bulk Instl 20AUG92 10SEP92
12130 '5 15 0 Area A - 2rd ft Security/C~~ C00duit Bulk Ins 20AUG92 10SEP92
12140 15 15 0 Area A - 2rd f I - fire Prote<tion Bulk Instl 20AUGn 10SEPn
21080 15 15 0 "rea B - 1st ft - KVAC Cuct~rk - Sulk Install 20AUG92 105E?92
21090 5 5 0 Area 8 - 1st ft - HVAC Piping - Bulk Install 20AUG92 26J.UG92
21100 10 10 0 Area B . , s t fl . PILrbing . Bulk Install 20AUG92 2SE?92
21110 15 15 0 "rea B . 1st fl P"r/Ltg C'~Jit - Bulk Install 20AUG92 10SEP92
21120 10 10 0 Area 8 . 1st Ft . Se</Comm Conduit - Bulk Instal 20AUG92 2SEP92
21130 10 10 0 Area B . 1st fl . fire Prote<tion . Bulk Install 20AUG92 2SE?92
22100 10 10 0 Area B - 2rd fl. KYAC Ductwork, Bulk Install 3SEP92 17SEP92
22110 15 15 0 Area B - 2r-d f l HVAC Piping - Sulk Install 3SEP92 24SEP92
22120 10 10 0 Area B - 2rd fl - Plwbing . Sulk Installation 3SEP92 17SEP92
....o.... ._...... _.. .......... --.. -... - --....-... -.............-..-..-....... .......... ...........-. ....-.........-... .....-.. .......... ....-...o. ...--..........-.........-.. ..... ...... ................ ....- ..--
M()('lr~ COU1ty. Florida
RT O-'lE 19DEC91 RUN NO. 50
16:28
._~ED REPORT - line skip by activity code
PRIMAVERA PROJECT PL~~wER
~onroe County Detenti()('l Facility
l4onr~ CCU'\ty Detention Facility
START D-'TE 1AUG91 FIN DATE 1J
DATA DATE 1ew0V91 PAGE NO.
-........ .......... ..... -..... .. ...... ................. ...........................-....--.......--......................................... ................. ............... ..----..-. -.....-......... -
ACTIVITY
10
ORIG REM
OUR OUR
......... ........- ...... .......
x
ACTIVITY DESCRIPTION
SCHEDULED
START FINISH
.............-.... .-.................-......................................-.............-.............--.. ............... ............... ................ .................. ..
Bulk Installation of Utilities
22BO
22140
22150
22.310
31050
31060
31 080
31090
31100
31110
32080
32090
32110
32120
32130
32140
43100
43110
43120
43130
43200
43210
43220
432.30
43300
43330
53100
53110
53120
53130
53200
53210
53220
53230
53300
53330
Cei I ir>g Framir>g
"200 5
11210 5
11220 5
"230 5
12150 15
21140 10
15
10
10
15
15
5
15
20
20
15
15
10
10
15
10
10
15
15
15
15
15
15
15
15
30
20
15
15
15
15
15
15
15
15
30
20
15
10
10
15
15
5
15
20
20
15
15
10
10
15
10
10
15
15
15
15
15
15
IS
IS
30
20
15
IS
15
15
15
15
15
15
30
20
o
o
o
o
o
o
o
o
o
o
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o
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o
o
5
5
5
5
IS
10
o
o
o
o
o
o
Area 8 . 2nd FI . Pwr/ltg Conduit. Bulk Install
Area 8 . 2nd FI - Sec/C~ Conduit - Bulk Instal
Area 8 - 2nd FI . Fire Protection - Bulk Install
Area 8 . 2nd FI . Ancilllary Pipe
Area C - 1st FI - HYAC Ductwork Bulk Install
Area C - 1st FI - HYAt Piping. Bulk Install
Area C - 1st FI . Plumbing - Bulk Install
Area C - 1st Fl - Pwr/Ltg Conduit. Bulk Install
Area C . 1st Fl Sec/Comm Conduit - Bulk Instal
Area C . 1st FI . FIre ProtectIon. Bulk Install
Area C . 2nd FI - KVAC Ouct~rk - Bulk Install
Area C . 2nd Fl . HVAC Piping. Bulk Install
Area C - 2nd FI - Plumbing - Bulk Install
Area C . 2nd FI - Pwr/ltg Conduit - Sulk Install
Area C - 2nd FI . Sec/Comm Conduit - Sulk Instal
Area C . 2nd FI - Fire Protection - Bulk Install
Area 0 . 1st FI - HU 1 Side A . vert chase utI
. Area 0 - 1st Fl - HU 1 Side B . vert chase utI
Area D - 2nd FI . HU 1 Side A - hortz chase utI
Area 0 . 2nd FI . HU 1 Side B - horlz chase utI
Area 0 - 1st Fl - HU 2 sIde C - vert chase utI
Area 0 . 1st Fl . HU 2 Side 0 - vert chase utI
Area 0 - 2~ FI . HU 2 Side C - hortz chase utI
Area 0 . 2nd FI . HU 2 Side 0 - horiz chase utl
Area 0 . 2nd FI - Mechanical Room Utilities
Area 0 - Dayroom/Office Utilities
Area E . 1st FI - HU 3 Side E vert chase utl
Area E - 1st FI . HU 3 Side F . vert chase utI
Area E 2~ Fl HU 3 Side E . horiz chase utI
Area E - 2~ FI . HU 3 Side F horiz chase utI
Area E 1st Fl . HU 4 Side G vert chase utI
Area E . 1st Fl - HU 4 Side H - vert chase utI
Area E . 2nd fl . HU 4 Side G horiz chase utI
Area E - 2~ FI . HU 4 Side H - horiz chase utl
Area E 2~ fl - ~~han;cal Room Utilities
Area E . Dayroom/Otfice Util
Area A . 1st fl - Ceiling Framing in Al000
Area A - 1st Fl - Ceilir.g Fr"ming in -'1029
Area A - 1st Fl - Ceilir.g Framing in A1039
Area A - 1st fl - Ceiling Framing in -'1049
Area A - 2~ FI - Ceiling Fr~~ing
Area B - 1st Fl . Ceiling Framing
3SEP92
3SEP92
3SEP92
16OCT92
25SEP92
25sEP92
25SEP92
25SEP92
25SEP92
25SEP92
23OCT92
230CT92
230CT 92
230CT92
230CT92
230CT92
16OCT92
6110\'92
61/0\'92
1DEC92
16OCT92
6II0V92
6II0V92
10EC92
l6OCT92
16OC192
20N0\'92
15DEC92
1SDEC92
7 JAI/93
20N0\'92
150EC92
150EC92
7JAW93
20'"0\'92
201/0\'92
27AUG92
3SEP92
llSEP92
18SEP92
18SEP92
l1SEP92
24SEP92
17SEP92
17SEP92
51/0V92
15OC192
1OCT92
15OCT92
22OCT92
22OCT92
15OCT92
12NO','92
51/01'92
5w0V92
121/0'192
51/0'1'92
51/0V92
5wO'I'92
3Cw0V92
301/0'1'92
210EC92
5"0'1'92
301/0\'92
30NM2
210EC92
30liCY92
12..:'0'92
1 I..DE C92
6.iAH93
6JAW93
27 ':A~93
1 I..DE C92
6JAI/93
6JAH93
27 J.~1/93
6':A1/93
210EC92
2SEP92
10SEP92
17SEP92
24SEP92
so:: 192
24SEP92
......... ...... - -........ ....-.. -.....-........ --... ...... ...-..... ........ ....-......- .......................... ......... -.......... ........... ............................ ........... .................. ....... ............
)\\XIr~ CO'J'Ity, Florida
PR lK,l,VfRA PROJECT PLJJ\~ER
Monroe CO\TIty Dete-ntfOfl F&Cllity
REPORT CATE '%EC91 RUN WOo 50
16:28
SCHED REPORT . li~ skip by activity code
)\onroe County DetentIon facility
START DATE 1 AUG91 fIN DATE 1J
DATA DAlE 1&w0V91 PAGr
. .. .. .. ...... ........ ..................... ..... -...-..-..... ........ ............... ......-..-............ ---................ .. . .. ... .. ... ... .............. .. ... .. ... .. .. .... ..............
ACTIYITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR % START FINISH
......... ........... .. .. . .. .. .. ... - .. .. ............. ........-" -... -.... ..-........... ........ .......--......................... .. . . .. . ... .... .. ...... .. .. .. . .. . .. .. . ........ ................ -
Ceiling Fr!ll1ling
22070 10 10 0 Area B - 2rd rt - CeilIng Anchors & Hangers 6AUG92 19AUG92
22160 5 5 0 Area B - 2rd fl - Cei I Ing framing 25SEP92 1OCT92
31130 5 5 0 Area C - 1st Fl - Ceiling Framing . Start 2.3OCT92 290CT92
3'140 5 5 0 Mea C - 1st rt - Cei ling framing . Cool=' let e 300cT92 SNOY92
32'60 '0 10 0 Area C - 2rd F I - Ceil ing framing 13H0V92 30WOY92
43340 10 10 0 "rea 0 - Ceiling Framing 13NOV92 30~OY92
53340 10 '0 0 Area E . Cei I ir.g Framing 220EC92 6JA~93
Systelll Drops I Testing I Punc.h-out
11240 10 10 0 "rea A - 'st rt - Systems Drops - Start 3SEP92 17SEP92
1'250 5 5 0 Area A - 1st rl - Systems Drops - Complete 25SEP92 'OCT92
1'260 5 5 0 Area A - 1st rl - Test Utility Piping Systems 2OCT92 8ocT92
l' 270 5 5 0 "rea A . 'st rl - Pur~h-out Above Ceiling ~ork 90C T 92 1SOCT92
12'60 15 15 0 Area A - Zrd Fl Utility System Drops - Start 1SSEP92 8OCT92
12170 5 5 0 Area " . 2rd F I - Utility System Drops - Cpl 90C T92 '5OCT92
12180 5 5 0 Area " - 2rd F I . Test Utility Piping Systems 16OC192 22OCT92
'2'90 5 5 0 Area A - 2rd FI Punch-out Above Ceiling Vork 230C T 92 29OC192
21'50 10 10 0 Area B 1st fl - System Drops - Start 11SEP92 24SEP92
21160 5 5 0 Area B - 1st Fl . Systems Drops - Complete 25 SE P92 lOCT92
2 l' 70 5 5 0 Area B 1st rt - Systems Test 2OCT92 8OCT92
21180 5 5 0 Area B 1st rl - Punch-out 90C 192 15OCT92
22'70 5 5 0 Area B - 2rd FI - Systems Drops 2OCT92 &xT 92
22400 10 '0 0 Area B 2rd rl - Systems Test 6I/OY92 19liOv92
224'0 5 5 0 Area 8 - 2nd F I Punch- out 20liOV92 30NOY92
31150 5 5 0 Area C 1st Fl - System Drops - Start :300cT92 5 Nov92
31160 5 5 0 Area C - 1st Fl - Systems Drops - Complete 61/0'192 1ZlIOV92
31'70 5 5 0 Area C - 1st Fl - Systems Test B~0V92 '9liOv92
) 1180 5 5 0 Area C 1st Fl Sys t em Pur.ch - out 20liOV92 30liOY92
32170 5 5 0 Area C - 2rd Fl System Drops - Start BlIOY92 '9NOY92
32180 5 5 0 Area C . 2rd FI - System Drops Campt ete 1DEC92 lDEC92
32'90 5 5 0 Area C - Zrd Fl System test BDEC92 1'-OE c92
32200 5 5 0 Area C Zrd Fl Punch - out 15DEC92 210E~2
433' 0 5 5 0 Area 0 2rd Fl Test Systems 22DE C92 290EC92
43320 5 5 0 Area D 2rd Fl Pur.ch' out :300Ec92 6JA~93
43350 5 5 0 /.,rea D - Syst~ Drops - both floors 'DEC92 lD E c92
43:>60 5 5 0 Area D Syst~ Test - Deyrm/Off - both floors BOEC92 ''-oEC92
43370 5 5 0 Area 0 Pur.ch-out - Dayrrn/Off - both floors 150EC92 210EC92
533'0 5 5 0 Area E - 2rd Fl - Test Systems 28JAI/93 3fEB93
53320 5 5 0 Area E 2rd rt - Punch-out 4FEB93 10FES93
53350 5 5 0 Area E Syst~ Drops - both floors 7JAI/93 13JAI/93
53:>60 5 5 0 Area E Syst(~ Test - Dayrm/Off - both floors 14JAI/93 20JAN93
53370 5 5 0 Area E PU"lCh - out - Dayrrn/Off . both floors 21 JAIo/93 27JAI/93
eel I ir>9s
11280 20 20 0 Area A - 1st Fl - Ceiling Soard/Tcpe/Plaster 16OCT92 12"'01,'92
...... ....... ......... ...... -..-..... ................... .......--.. ...............-............ ....-...........-...-.... ........-... ............. -...............-.......... -... -. -......-..- .......... -..--...-
!<ooroe COU"lty, Florida PRlKAVERA PROJECT PLA~~ER ~ooroe County Dttention facility
lRT DATE 1%EC91 RUN 1>10. SO Monroe COU"lty Detention facility START DATE 1 AUG91 flN DATE 1JU
16:28
!,l.lItD REPORT . line skip by activity code DATA DATE 18l<0Y91 PAGE I/O. 9
.... ... . .. . .. .... - ... . .. .. -....... ....... -.. -..... ......... - ..... ......... ............................. -..... - - ... - . . .. .. .. . . .. .. . . . .. .. - ... .. .. .. - - ..... . - .. .. .. ,
ACTl V 1 TY ORIG REM ACTlVITY DESCRIPTION SCHEDULED
10 DUR DUR X START fll/lSH
........ . .... .. .. ... .. ........ . ... ..........-........-............-...... ......... .....-........... -..... -.......... ................ .. ... .... - - .. . ....... - . ... - .. - .. ..... .. -
Ceilings
12220 15 15 0 Area A . 2nd F l . Drywall/Tape/Plaster Ceilings 300cT92 19110V92
21200 15 15 0 Area B - 1st Fl Ceiling Board/Tape/Plaster l6OCT92 SI>I0V92
22430 10 10 0 Area B . 2nd f l - Drywall/Tape/Plaster Ceilings 1DEC92 14t>EC92
31200 15 15 0 Area C - 1st Fl . Ceiling Board Tape & Plaster 1DEC92 21DEC92
32410 15 15 0 Area C - 2nd Fl . Ceil ings 14JAI/93 3fEB93
43330 15 15 0 Area 0 . Drywall/Tape/Plaster Ceilings. both fl 22DEC92 13J.t.li93
53380 15 15 0 Area E - Drywall/Tape/Plaster Clgs - both floors 2BJA~93 17FEB93
I<'i re Pulls
1 1300 10 10 0 Area A . 1st Fl . \Ji re Pull s 13110'192 301/0V92
12240 10 10 0 Area A - 2nd f l ....irePulls 201/0'192 7DEC92
21220 15 15 0 Area B . 1st Fl \Jire Pull 6110\'92 301ol0V92
22450 20 20 0 Area B - 2nd f l - ~'ire Pull 1SDEC92 13JM/93
31220 15 15 0 Area C - 1st Fl - \Ii re Pull 22DEC92 13JA1/93
32400 15 15 0 Area C - 2nd F l - "'ire Pull 22DEC92 13')AI/93
43420 10 10 0 Area 0 - IJi re Pull - start . both floors 3ooEC92 1 3'JA~93
43430 5 5. 0 Area 0 . IJire Pull - complete' both floors 14JAH93 20JAI/93
5:>420 10 10 0 Area E . "'ire Pull . start . both floors 4FEB93 17FE893
53430 5 5 0 Area E . IJi re Pull - complete' both floors 1UEB93 24FES93
Trirr,-ovt Utilities
11330 15 15 0 Area A . 1st Fl 'tl,/E/P/S Trim-out 1SDEC92 6JAI/93
1221>0 15 '5 0 Area A 2nd F l ~/E/P/S Trim-out 22CEC92 13JAli93
21260 15 15 0 Area B . 1st Fl . ~/E/P/S Trim-out 15DEC92 6JAli93
224M '0 10 0 Area B . 2nd Fl - ~/E/P/S Trim-out 2BJAH93 10fE693
31260 10 10 0 Area C - 1st Fl - 'tl,/E/P/S Trim-out 2BJAII93 'OfE693
32470 10 10 0 "rea C - 2rd Fl - 'tl,/E/P/S Trim-out 4KAR93 17l'_~R93
434 70 15 '5 0 Arta 0 - H/E/P/S trim-out . both floors 4FES93 24FEB93
5:>4 70 15 15 0 Area E - 'tl,/E/P/S trim-out - both floors 11KAR93 3'~R93
Painting
'1310 10 10 0 Area A - 1st Fl - Prep for Bulk Painting 13"0'192 30N8','92
',320 10 10 0 Area A . 1st Fl - Bulk. painting 1DEC92 14OEC92
12250 10 10 0 Area A - 2rd Fl - Prep for Bulk Painting 20"0\'92 7DEC92
12260 10 10 0 Area A - 2nd Fl Bulk Painting SO E C92 21CEC92
21230 10 10 0 Area B 1st Fl Painting Prep 6110\'92 19110','92
21240 10 10 0 Area B 1st Fl - Bulk Painting 1DEC92 14DEC92
224.60 10 10 0 "rea B - 2nd Fl - Painting Prep 15DEC92 29i::EC92
22470 10 10 0 Arell B - 2rd Fl Bulk Painting 14JAII93 27JA~93
31230 10 10 0 Area C 1st Fl Painting Prep 220EC92 6JA~93
31240 10 10 0 Area C - 1st Fl - Bulk Painting 14JA~93 27 JAli93
32430 10 10 0 Area C - 2rd Fl - Paint Prep 14JAII93 27 JAli93
32440 10 10 0 Area C - 2rd Fl - Bulk Painting 4FEB93 17FEB93
43450 10 '0 0 Area 0 Paint prep - both floors 22DEC92 6JAN93
434.60 10 10 0 Area 0 - Bulk Paint - both floors 2'JA1/93 3FE593
53450 10 10 0 Area E - Paint prep - both floors 28JAI/93 10fE393
... __................. _.......... _.... ..............._ ................ .......... ........._.... ............ .......... ........ .._............ ........... ......__....'W.. _. ....... __...... ...... __.......... _......_...
~00roe C~~ty. Florida
PRIKA\~~ PROJECT PLAW~ER
~vnroe COU"lty Detentioo Fe-cilit
RE?ORT DATE 19QEC91 RUll liD. SO
16:28
SCHED RE?ORT - line skip by &Ctivlty code
~ooroe County Detention Facility
START DAlE 1AUC91 FIN DATE
DATA DATE 1&/0\'91 PAr" ,.
... .. ... .......- - ..... ..... - - . .. .. .. .. .. ..--......-...... ...... ......... .......................--...... ....--..-...........- .. .. .. ... .... .. .. .. .. .. .. .. .. .. .. - - .. .. .. .. - ................
ACTIVITY ORIG REM ACTIVITY DESCRIPlION SCHEDULED
10 DUR DUR X START flW!SH
...... .... ........... .. .. ... -" ... .. . .... .. ................ ................... ..--....................-............... ...........- -...........- .. ..... .. .. ... ... .. .... ..... .. - .. - .................
Painting
S}4.60 10 10 0 Area E - Bulk Paint - both floors 25fEB93 1OHAR93
77020 30 30 0 Painting Interfor Touch-\.9 (start) 18XAR93 2BAPR93
77030 10 10 0 Painting - I nterf or Touch-\.9 (coopl) BAA Y93 26KAY93
T704 0 60 60 0 Painting - Exterior Bui lding 5FEB93 29APR93
Finishes
nm 10 10 0 Area A . 1st Fl . Install Doors & Gri II s 13110\'92 30f./o\'92
11340 1S 15 0 Area A - 1st Fl - Caselo'Ork 15DEC92 6JAl/93
11350 15 15 0 Area A . 1st Fl - Glazing 1SDEC92 6JA~93
n~ 15 15 0 Area A - 1st Fl - Door Hardware 15DEC92 6JAH93
1 i 3 70 10 10 0 "rea A - 1st rl - rl oor & '>Ia II Cover I r'9s 7JAJ<93 20JAH93
12230 10 10 0 Area A - 2nd Fl - Instl Doors & Grills 20~ov92 7DEC92
12270 iO 10 0 Area A - 2nd F I - Case'oI<>rk 22DEC92 6JAH93
12m 1S 15 0 Area A 2nd fl - Acoustical Tile 22VEC92 i3JA~93
12300 '5 i5 0 Area A - 2nd fl - Door Hardware 22DE C92 13JAH93
12310 15 15 0 Area A - 2nd fl - Glazing 22:0EC92 BJAN93
12320 15 '5 0 ArCll A . 2nd Fl - floor & ~all Coverings 14JAN93 3fEB93
21190 10 10 0 Area B 1st Fl floor Prep 16O<:T92 t90C T 92
21210 15 15 0 I.rea B 1st Fl - Doors & Grilles 6110\'92 30H0V92
21250 15 15 0 Area B - 1st fl . I.coustical Tile 1SDEC92 6JAl/93
21270 10 10 0 Area B - 1st fl . Door Hardware 15DEC92 2'9OEC92
21280 10 10 0 Area B 1st Fl . Glazing 15DEC92 2<XJEC92
21m 15 i5 0 Area B - 1st fl . Floor & '>Iallcoverings 7JAN93 27JAN93
22420 10 10 0 Area B 2nd Fl - Floor Prep 1DEC92 14.DEC92
22440 10 10 0 Area B - 2nd Fl - Doors & Grilles . Insult 15DEC92 290EC92
22490 5 5 0 Area B - 2nd fl Door Hardware 28JAI/93 3fEB93
22500 5 5 0 Area B 2nd fl - Glazing 28JAl/93 3fEB93
22510 5 5 0 Area B - 2nd Fl Acoustical Ti Ie 28JA~93 3FEB93
22520 5 5 0 Area B 2nd Fl - floor & ~allcoverings 11FEB93 17fEB93
3'120 10 10 0 Area C - 1st FI . CerCllllic: Tile 25SEP92 8OCl92
31190 10 iO 0 Area C - 1st fl - F \ oor Prep 1DEC92 14DEC92
31210 10 iO 0 Area C . 1st Fl Doors & Gr ill es 22DEC92 6JAH93
3'250 5 S 0 Area C 1 st fl . Acoustical Ti Ie 28JAN93 3fE893
31270 iO 10 0 "rea C 1st fl - Door Hard\/are 28JA"93 10fEB93
31280 iO 10 0 Area C - 1st fl - Glazing 28JAl/93 10fE693
31m 10 10 0 Area C 1st Fl - Floor Covering 1 HEB93 24FE893
321,20 10 iO 0 Area C 200 fl - Install Doors & Grilles 1l.JAH93 27 JM/93
32:.50 10 10 0 "rea C 2nd fl - Seamless Floors 18FEB93 3K~R93
32490 10 10 0 Area C 2nd f I - Other Flooring l.,I'.AR93 i 7lo\AR93
4301,0 i5 15 0 "rea 0 l5tfl Cell Furniture 20,t.UG92 10SEP92
43 ()4 5 10 10 0 Area 0 2nd fl - Cell Furniture 11 sEP92 24SEP92
43400 20 20 0 "rea 0 - Cell Doors & .Door Frames 16OCT92 12NOV92
43410 10 10 0 Area 0 - Grout Cell Door Frames - both floors 13NO\'92 301iOV92
43440 5 5 0 Area 0 Doors & Grilles - both floors 14JAl/93 20J""93
.......... ..... ....... .............. .............. ....-.... ........ ...............-..........-.... -- ...--... ........... -.. -............................ ....-... -... --.... ............. .......... ..............- - -...............
~roe CO\..I"lty, Florida
f'RlI''.WERA PROJECT PLAIIIIER
Xonroe County Cetentlon F&c;lit
~T DATE 19NC91 RUN NO. SO
16:28
~~~E) RE~T . line skip by activity code
Xooroe CO\J)ty Detention Facility
START DATE 1AUG91 FIN DATE
DATA DATE 1SI/0\l91 PAGE NO.
....... -....- .. .. . .. - - - .. -... ... --....- ............-......... -...--.... ..--........ -- ---.. -- - -.... - --- .. .. - .. - .. - - - - .. .... - . - - -.. .. .. ........ - - .. .... .. .. ..
ACTIVITY ORIG REM ACTIVITY DESCRIPTION SCHEDULED
10 OUR OUR X START FIIIISH
..--- .---- --..---..--.. - - ......-..... ..........-............... ..... -... -..... - - -.... -....... -... -.... -...-.-.... .. .. .. .. - - .. - .. .. -.. .... - ... .. - .. .. .... .. -
Finhhes
4 y.ao 15 15 0 Area D . Casework. both floors 4HB93 24FEB93
43490 15 15 0 Area 0 . Glazing - both floors 4fEB93 24fE893
43500 15 15 0 Area 0 . Door Hardware. both floors 4fE893 24fE893
43510 15 15 0 Area 0 . Acoustical Ceiling - both floors 4fEB93 24fEB93
43520 10 10 0 Area 0 . Floor prep - both floors 4fEB93 HfEB93
43530 10 10 0 Area 0 . Floor covering ~ both floors 25fEB93 10KAR93
53040 15 15 0 Area E - 1st Fl - Cell Furniture 20CT92 22OCT92
53045 10 10 0 Area E - 2nd Fl - Cell Furniture 23OCT92 5110\192
53400 20 20 0 Area E - Cell Doors & Door Fromes - both Floors 20JoiOV92 21DEC92
53410 10 10 0 Area E - Grout Cell Ooor Frames - both floors 22DEcn 6JAII93
5J440 5 5 0 Area E . Doors & Grilles. both floors 18fEB93 24FEB93
53430 15 15 0 Area E - Cas~rk - both floors 11!'.AR93 31 ".AR93
53490 15 15 0 Area E Glazing. both floors 11KAR93 31 ~.AR93
53500 15 15 0 Area E Door Hardware. both floors 11MR93 31 ""AR93
53510 15 15 0 Area E . Acoustical Ceiling. both floors 111V,R93 31MR93
53520 10 10 0 Area E - Floor prep - both floors llMR93 24MiR93
53530 10 10 0 Area E . floor cov~ring . both floors 1APR93 14APR93
Ele<trical Equipnent
20350 15 15 0 Area B . Switchgear. Generate P.O. 13JAI<n 31JAI/92
20360 5 5 0 Area 8 Switchgear' Select Vendor 3fEBn 7fEBn
20370 1 1 0 Area B . Switchgear - Issue PO 10FEB92 lOfEBn
20380 70 70 0 Area B Swi tchgear - Fab & Delv~r 1HEB92 1 e.'~.A Y92
20400 15 15 0 Area B Emerll Geo - Generllte P.O. 13JAI<n 31JAlln
204 10 5 5 0 Area B - Emerg Geo - Select Vendor 3FEBn 7FEBn
20420 1 1 0 Area B . Emerg Geo . I ssue PO 10FESn 10FEB92
20430 120 120 0 Area B Emerg Geo . Fab & Del her 11FEBn 29JUL92
20450 15 15 0 Area B . UPS Sys t elIl Generate P.O. 13JAI<n 31JAI<92
20460 5 5 0 Area B . UPS Sys t el1l - Se I e<: t Vendor 3fEBn 7FEB92
204 70 1 1 0 Area B UPS Sys tem - I ssue PO 10FEBn 10FE392
204.ao 145 145 0 Area B UPS System fab & Del iver 1HEB92 2SEP92
I<e<:~ani ca I Equi pnent
20200 1S 15 0 Area B . C\/T - Generate P.O. 13JAII92 31JAI<92
20210 5 5 0 Area B C\/T . Sele<:t Verdor 3FEB92 7FEB92
20nO 1 1 0 Area B - C\o'T . Issue PO 10fEB92 10fEB92
20230 70 70 0 Area B - C\o'T - Fab & Deliver 11FE B92 1e.v.A Y92
20250 15 15 0 Area B Chillers. Generate P.O. 13JAI<92 31JAII92
20260 5 5 0 Area B - Ch i II e rs - Select Vendor 3FEB92 7fEB92
20270 1 1 0 Area B - Chillers. Issue PO 10fEan 10FEB92
20280 110 110 0 Area B . Chillers feb & Del iver 1HEB92 1SJUL92
20300 1S 15 0 Area B AHU - Generate P.O. 13JAI/92 31JAN92
20310 5 5 0 Area B . AHU - Se I ec t Verdor 3FEB92 7fEB92
20320 1 1 0 Area B - AHU - I ssue PO 10FEB92 10fEB92
20330 80 80 0 Area B - AHU - fab & Oel iver 11FEB92 2JUf/92
l<,);'Iroe Co....nty, fl or! da
.. .. ... .. .. .. .. .. .. . .. - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ... ... ... .. .. .. .. .. .. .. ,.. .. ... .. .. .. .. .. .. ... .. .. .. .. .. .. .. ... .. .. .. .. .. ... .. .. .. .. ..
Konroe Co...nty Detffitlon f&eillry
R[P'ORT DATE 19;)[ C91 RUW NO. SO
16:28
SCHED REPORT. line skip by activity code
PRJK',1~A PROJECT PLA~~ER
Konroe County Det~tion Facility
START DATE 1AUG91 fiN DATE 1J
DATA DATE 18HOV91 PAGE
.. .... .... ..........
....................- .................................------..................----................-.... .....-.......... -------...
ACTIVITY
10
ORIG REI4
CUR DUR
x
...-----........ .................-....................................................----...----...--- ................ ..-..---...-
.. .. ....... ..........
Ke<hanicel Equipment
22290 10 10 0
~2300 10 10 0
~2310 10 10 0
32320 10 10 0
32330 10 10 0
~2...V.O 5 5 0
4t'500 15 15 0
4.cs10 5 5 0
4~20 1 1 0
4C530 40 40 0
50500 15'5 0
50s 10 5 5 0
50s 20 1 1 0
50530 40 40 0
lau-dry Equipment
20500 '5'5 0
?CS10 5 5 0
20520 5 5 0
2CS30 85 85 0
Kitchen Equi~t
>0100 25 25 0
:.D110 5 5 0
~J 115 5 5 0
~J'20 50 50 0
321130 15 15 0
3;140 35 35 0
30'50 '50 150 0
32150 5 5 0
32480 5 5 0
Set Equ;;::ment
22210 '0 10 0
22220 10 10 0
22230 10'0 0
22240 10'0 0
22250 '0'0 0
22260 10 10 0
22270 10'0 0
324<>0 1515 0
42050 5 5 0
520S0 5 5 0
~e<han;cal System Check'out & Bala~ing
71005 20 20 0
;-ZOOS 20 20 0
ACTIVITY DESCRIPTION
~rea B . 2nd Fl - Erect ~T
~rea C . 2nd Fl - Cooler Floors. Install
Area C . 2nd Fl - Cure Floors
~rea C . 2nd Fl - Cooler Framing
~rea C . 2nd Fl - Cooler Panels' Install
Area C . 2nd Fl . Cooler Trim 'out
~rea D - AHU's . Generate P.O.
Area D . AHU's . Select Vendor
Area D - AHU'S . Issue PO
~rea D . AHU's . Fab 1 Deliver
Area E . AHU's . G~rate P.O.
Area E - A~J's . Select Vendor
Mea E AHU'S Issue PO
~rea E ~HU's - Fab & Deliver
Area B . laundry Equip' Generate P.O.
Area B . laundry Equip. Sele<t Vendor
Area B . laundry Equip. Issue PO
Area B - laundry EqJip . Fab & Deliver
Area C
~rea C -
Area C .
Area C
Area C
Area C
Area C
"rea C .
.&.rea C
Kitch~ Equip. Generate P.o.
(itchen Equip. Staff Pevi~
Kitchen Equip. Award P.O.
Kitchen Equip-Shop Ora~ings
Kitchen Equip' AlE Revi~ & Approval
(itchen Equip. Fnl Coord wI others
Kitchen Equip. Fab & Deliver
2nd f\ . Install (itchen Hoods
2rd fl Kitchen Equip1'>eflt Trim-out
Area 8 2nd Fl
Area 8 2nd Fl
Area 8 . 2rd Fl
Area 8 . 2rd Fl
Area 8 2rd fl
Area 8 . Zrd fl
Area 8 - 2rd fl
Area C . 2rd fl
Mea D - 2rd fl
Area E - 2nd fl
- Set ~ Equipment
. Set Chiller Equipment
. Set AHU Equiprrent
- Set Swi tchgeu
. Set E"~rgency Generator
. Set UPS System
- Set laundry Equipment
Set (itchen Equiprr~nt
. Set AHU's 01 and D2
- Set AHU's - E' and [2
Area A . ~ech System Tie-in & Initial HVAC 1&8
Area B ~ech System Tie-in & Initial HYAC T&8
SCHEDULED
STAAT FI~lSH
20C T 92
1bXT92
300cT92
131/0\'92
1DEC92
15DEC92
13JAlo:92
3FEB92
10FEB92
, HEB92
13JAH92
3fEB92
10FEB92
1 HEB92
13JA~92
3fEB92
10fEB92
17FEB92
13JAH92
17FEB92
24FEB92
2XAR92
11K4.'1'92
2JU~92
2JU~92
230<:T92
25K4.R93
13AUG92
13AUG92
13AUG9Z
13AUG92
13AUG92
3SEP92
13AUG92
4KAR93
20AUG92
2OCT92
14JA//93
1HEB93
1SO<:T92
290C T 92
12~0V92
301l0V92
14DEC92
21DEC92
31JAl/92
7FEB92
10FEB92
6APR92
3'JA~92
7fEa92
10FEB92
6APR92
31JAI/92
7FEB92
14FEB92
15JUh'92
14FEB9Z
21F EB92
28rEa92
&".A'1'92
1 JUH92
21JUL92
SJA~93
29OCT92
3 ~ t'.AR93
26AUG92
26AUG92
26,1uG92
26.AUG92
26AUG92
17$EP92
26AUG92
24 t'./.R93
26AUG92
80C 1 92
10fEB93
10,""AR93
~onroe County, Florida
PR l "'.AVERA P~OJECT PLAI\WER
......... ..... ................... ........................ ..-...... -..-. -. ...... ........ ...............-.......... ..........-........... -O'.......... _.._.... __ _........ __ __.......... ___....... _.._ .._.. ................... ..._.....
Konroe County Detention Facility
RT CATE '90E(91 RU~ NO. 50
16:28
~~..cD REPORT - line sk.lp by activity cOOe
Konroe Covnty Detention Facility
START DATE lAUG91 FIN DATE 'JU~
DATA DATE '8N0'o'91 PAGE 110. 13
ACT I VITY
10
Ol<JG REM
DUR DUR
ACTIVITY DESCRIPTION
.......----.... -----....--..........--....---...----..----..............-----....-.. ................- .....--........ --........-- ..--.....-.. .....
"
SCHEDULED
START FIWISH
...................... ....................---..---..................---......-........................--- -_....-....- --.........-...
Mechanical System Check.-out &. Balancing
73005 20 20 0 Area 0 - Kech System Tie-in &. Initial HVAC 1&8
74005 20 20 0 Area C Kech System Tie-in & Initial HVAC T&S
75005 20 20 0 Area E - I<ech System Tie- in &. Initial HVAC US
75500 '0'0 0 HVAC System - final Test & Balance
75600 10'0 0 Building 0 & M System - Verification / Checkout
no,o 10 10 0 Chlorinate & Flush Drinking \Jater Lines
Electrical/Security Device Verification
71020 '5 15 0 Area A -
no,o 15 15 0 Area 8
730'0 15 15 0 Area 0 -
74010 '5 15 0 Area C
750'0 15 15 0 Area E
Point
Point
Point
Point
- Point
to Point
Device Verification
Device Verification
Device VerificatIon
Device Verification
Device Verification
to Point
to Point
to Point
to Point
Fire Protection System Final Test
75700 20 20 0
Security System Operational Tests
71010 5 5 0
71015 5 5 0
71025 15 15 0
nO'5 15 15 0
73015 '5 15 0
7~015 15 15 0
75015 15 15 0
Fire Protection System - Final Testi~
Instl Security System C~ter Equip; Ctl
Load Security System Programs
Area A Security System Operational Tests
Area B Security System Operational Tests
Area D Security System Operational Tests
Area C Security System Operational Tests
Area E - Se<urity System Operational Tests
Security System Int~rated Tests
76000 10 '0 0
7&0'0 20 20 0
Final PlX'ICh
noso 15 15 0
o.<<-re r / AE Demonstrations\
acooo 5 5 0
Security System - Integrated Test (start)
Se<urity System - Integrated Test (c~l)
AlE Building Conponent Punchout
~ner/AE D~or,strations & Final ~allthru
25FEB93 24HAR93
'axAR93 14APR93
1APR93 28APR93
29APR93 12KAY93
13KAY93 26MY93
29APR93 1ZKAY93
1~JA~93 3FEB93
1HEB93 3KAR93
2SFEB93 1i"XAR93
1axAR93 7APR93
1APR93 21APR93
29APR93 2C;J,AY93
R 0C(l1 11FEB93 17F EB93
1aFEB93 24FEB93
25FEB93 17XAR93
41<<R93 24KAR93
laxAR93 7APR93
BAPR93 28APR93
22APR93 12KAY93
13"'.A Y93 2~,AY93
27KAY93 2~JU1/93
27XAY93 17JU~93
25JUI/93 lJUL93
SECTION 00129
PROPOSAL FORM
Bid Package No. 28
Masonry
BID TO MONROE COUNTY PURCHASING DEPARTMENT
PUBLIC SERVICE BUILDING, CROSS WING,
ROOM 002, 5100 COLLEGE ROAD, STOCK
ISLAND, KEY WEST, FLORIDA 33040
BID FROM: D.l. Porter Construction, Inc.
1100 Gillespie Avenue
Sarasota, Florida 34236
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. 29, Masonry
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.
03/24/92
MASONRY PROPOSAL FORM (ADD. 8)
00128 - 1
PROPOSAL FORM
Lump Sum Base Bid
Note:
Items are Ifurnish and install' where applicable,
as specified in the Scope of Work.
3. Sales Tax
$ n.ILJeJ
/
$ /0000
$ 2. '2, ~oo
"
1 . 110 b i 1 i z a t ion
2 . Bond
4 .
Submittals
$ /5; Gao
$ o.Lf6, 7.2C;
./
5.
l1asonry
7 .
Miscellaneous Items (use if work items
cannot be categorized in items 1-6 above)
$ //6.~7o
./
$ 9/,;200
"
6.
Miscellaneous Metals
TOTAL BASE BID, Items 1-7, (figures)
:=~Q-?Z=*' ~
TOTAL BASE BID, (words) cJ.vJ: 4/~~t'p.A/ ?'/"c7Y d.v/ ~~..I!".4,A/~
hv~ ~A/~ Art'':> ...s;x-rL'/ ~ /'1'A./;} ctJ/1'ov DOLLARS
03/24/92
I1ASONRY PROPOSAL FORM (ADD. 8)
00128 - 2
8.
Alternate 2B-01: Non-Security Fire Walls
ADD ~ (Circle One)
Alternate 2B-01, (figures)
$ 30 Oc:JO
===~=====
Alternate 28-01, (words)
7d/ ;It. r Y '/H &7:,1 ~ /! -v t> /1'.;(/ /) aI ~ t:>
DOLLARS
9. Owner Option 2B-01: Zone F Masonry
~I DEDUCT (Circle One)
Owner option 28-01, (figures)
$ /1'1 rOO
=====~===
Owner Option 28-01, (words) L1~f d.;(/~,<-E/) r:::v~7;/E~
~~l.<..<4"A/~ A~.-c/.F .~/A'/~ <!'.f='A -""1.u). C/C1/j.,n . DOLLARS
03/24/92
MASONRY PROPOSAL fORM (ADD. 8)
00128 - 3
I acknowledge receipt of Addenda No. (s) I
I have inc).uded pages 1-4 of the Proposal Form / , UI)Jt Price
schedule~, and attached the required Bid Security~, Lobbying
and Conflict of interest clause~ Sworn state/ment of Public
Entity 9rimes~, and Non-Collusion Affidavit____.
(Check mark items above, as a reminder that they are included.)
Mailing Address:
D.L. Porter Construction, Inc.
1100 Gillespie Avenue
Sarasota, FL 34236
Phone Number:
813-365-1522
Da te: Apri 1 22, 1992
signed:
C'icm-:Ji
C. Marshall White,
(Name)
Vice President
(Title)
witness:
~~
(Sea 1)
03/24/92
MASONRY PROPOSAL FORM (ADD. 8)
00128 - 4
SECTION 00440
PROPOSED SUBCONTRACTOR LISTING
1.
Subcontractor:
Address:
Aa.-'1,./ 'T /l A <5.-c-.&' ~-5 LJ.A/ /Z- Y'
-S-A/? ~7-r"" , ';C; .
."
Phone: ;3'/,3 - .3 17 - :?ot't'
Contact:
~/,./..;o...//.~
Portion of Work:
~d50/t-~
Percentage this proposed subcontract is of total Bid Price as
delineated on Proposal Form: %.
2. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
3. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
4. Subcontractor:
Address:
Phone:
Contact:
Portion of Work:
Percentage this proposed Subcontract is of total Bid Price as
delineated on Proposal Form: %.
11/20/91
SUBCONTRACTOR LISTING
00440 - 1
RELIANCE INSURA1\CE COl\lP ANY
HOME OFFICE, PHILADELPHIA, PENNSYLVANIA
Bond No.
BID BO~"D
APPROVED BY THE AMERICAN INSTITUTE OF ARCHITECTS
A.LA. DOCUMENT NO. A-310 (FEB. 1970 ED.)
KNO\V ALL ~1EN BY THESE PRESENTS, THAT \VE POMPANO MASONRY
CORPORATION, 880 South Andrews Avenue, Pompano Beach, Florida 33069
as Principal, hereinafter called the Principal, and the RELIAI\CE I~SURA~CE COMPANY, of Philadelphia,
Pennsylvania, a corporation duly organized under the laws of the State of Pennsylvania, as Surety, hereinafter called
the Surety, are held firmly bound unto MONROE COUNTY BOARD OF COUNTY COMMISSIONERS,
5100 College Road, Stock Island, Key West, Florida
as Obligee, hereinafter called the Obligee, in the sum of FIVE-PERCENT OF AMOUNT BID
,.Q9.~"r~J;$x5% of amount bid,),
for the payment of which sum well and truly to be made, the said Principal and the said Surety,'bind ourselves, our
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submit1ed a bid for The New Monroe County Detention Center
Masonry Work.
NOW THEREFORE, 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 Document.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 event 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 an0~1er 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 Twenti eth
day Apri 1
POMPANO MASONRY CORPORATION
(principal)
A.D. 1992
(Seal)
JSmffom, JGOqM
(Witness)
" ///--:--'~-/'
President (title)
///-.-
-_./ -
RELIA~CE INSURANCE COMP AJ\'Y
~' /I
'''J:
- .............-!/., -.
/' ,': hJ<-. I /,) .( ~a!~'i./ iI
Thcnas J( Bartlett, Attorney- in-Fact
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:
Board of County Commissioners of Monroe County
(print name of the public entity]
by C. Marshall White, Vice President
(print individual's name and title]
for D.L. Porter Construction, Inc.
(print name of entity submitting sworn statement]
whose business address is 1100 Gillespie Avenue
Sarasota, FL 34236
and (if applicable) its Federal Employer Identification Number
(FEIN) is 59-1781890 (If the entity has no
FEIN, include the social securit~ Number of the individual
signing this sworn statement: fA ).
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 oth~r state or of the united states and
involving antitrust, fraud, theft, bribery I collusion,
racketeering, conspiracy, or material misrepresentation.
3. I understand that "convicted" or IIconviction" 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 lIaffiliate" 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 armis 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 IIperson" 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 SUBllISSION OF THIS FORM TO THE CONTRACTING
OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE
IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH
DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO
UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO
ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED
IN SECTION 287.017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE
IN THE INFORMATION CONTAINED IN THIS FORM.
O~ l r1Q):J *
[Signature)
Date: 1/22/'12-
STATE OF
Florida
COUNTY OF
Sarasota
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
C. Marshall White
[name of individual signing)
who, after first being sworn by me,
affixed his/~ signature in the space provided above on this
22 day of Apri 1
, 19 92
f'1 L A' f. A AY/7 ,~
/,,-- Y -"A NOTARY PUBLIC
My commission expires:
Notary Public, Stale of F1orl~ .t lUll
My Commission Expires Aug. 8, 199!
Form PUR 7068 (Rev. 04/10/91)
03/02/92
PUBLIC ENTITY CRIMES (ADD. 6)
00420 - 3
LV.l.)LJA.~""~ .......'- ----.
SWORN STATEMENT UNDER ORDINANCE NO. 010-1990
MONROE COUNTY, FLORIDA
II D.L. Porter Construction. 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, deduct from the
contract or purchase price, or otherwise recover, the full amount
of any fee, commission, percentage, gift, or consideration paid
to the former County officer or employee".
Q.lcxoo JI-
(signature)
April 22, 1992
Date:
STATE OF
Fl ori da
COUNTY OF
Sarasota
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
C. Marshall White who, after first being sworn by me, affixed
his/her signature (name of individual signing) in the space
prov ided above on this 22 day of April , 19 92 .
/)J.~!9Y?J. MJ~
NOTARY PUBLIC
My commission expires:
Notary Publ1c, State of FlorIda At llHl@
My Commission Expires AUK. a, 19;5
07/25/91 LOBBYING AND CONFLICT OF INTEREST CLAUSE
00425 - 1
. "
I, C. Marshall White of the city of Sarasota
according to law on my oath, and under penalty of perjury, depose
and say that;
1. ) I am Vice President of the firm of D.l.
Porter Construction, Inc. , the bidder making the Proposal for the
project described in the notice for calling for bids for New Monroe
County Detention Facil,ittind that I executed the said proposal with
full authority to do so;
2.) the prices in this bid have been arrived at
independently without collusion, consultation, communication or
agreement for the purpose of restricting competition, as to any
matter relating to such proces with any other bidder or with any
competitor;
3.) unless otherwise required by law, the prices which have
been quoted in this bid have not been knowingly disclosed by the
bidder and will not knowingly be disclosed by the bidder and will
not be knowingly disclosed by the bidder prior to bid opening,
directly or indirectly, to any other bidder or to any competitor;
and
4.) no attempt has been made or will be made by the bidder
to induce any other person, partnership or corporation to submit,
or not to submit, a bid for the purpose of restricting
competition;
5. )
correct,
upon the
awarding
the statements contained in this
and made with full knowledge that
truth of the statements contained
contracts for said project.
affidavit are true and
Monroe County relies
in this affidavit in
c,}ozr;J
(signature of Bidder)
Flori da
Sarasota
4/22/92
STATE OF
COUNTY OF
DATE
PERSONALLY APPEARED BEFORE ME, the undersigned authority, _
C. Marshall White who, after first being sworn by me,
(name of individual signing)
affixed his/her signature in the space
22 day of Apri 1
provided above on this
, 19~.
~Y/;-~
NOT Y PUBLIC
My commission expires:
Notary Public, State of Florida at large
My Commission Expires Aug. 8, 1995
11/20/91
NON-COLLUSION AFFIDAVIT
00430 - 1
THE AMERICAN INSTITUTE OF ARCHITECTS
AlA Document A201/CM
CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
for Construction
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION
WITH AN ATTORNEY IS ENCOURAGED.
1980 EDITION
TABLE OF ARTICLES
1. CONTRACT DOCUMENTS
8. TIME
2. ADMINISTRATION OF THE
CONTRACT
9. PAYMENTS AND COMPLETION
3. OWNER
10. PROTECTION OF PERSONS AND
PROPERTY
4. CONTRACTOR
11. INSURANCE
5. SUBCONTRACTORS
12. CHANGES IN THE WORK
6. WORK BY OWNER OR BY
SEPARATE CONTRACTORS
13. UNCOVERING AND CORRECTION
OF WORK
7. MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT
~ CAUTION: You should use an original AlA document which has this caution printed in red.
WW 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 Avenue, N.W., Washington, D.C. 20006.
Reproduction of the material herein or substantial quotation of its provisions without written permission of the AlA violates
the copyright laws of the U;'lited States and will be subject to legal prosecution.
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AlAS . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 173'; NEW YORK AVE., N.W., WASHINGTON. D.C. 20006
A201/CM -1980 1
WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution.
Acceptance of Defective of Non-Conforming Work. .6.2.2,13.3
Acceptance of Work................. .9.5.5,9.8.1,9.9.1,9.9.3
Access to Work.. ... .. . .. .. . ., . . .. . .. . . '" . .., . .2.3.6,6.2.1
Accident Prevention. . .. . ... .. . .. .. . .. .. .. . ... . .. . .2.3.5, 10
Acts and Omissions.. ., . .,. . . ., . .4.18.3, 7.4, 7.6.2, 8.3.1, 10.5
Addenda, Definition of ............................... .1.1.1
Additional Costs, Claims for .......................... .12.3
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
Arbitration. . .. . .. .2.3.15, 2.3.23, 6.2.5, 7.9, 8.3.1, 11.3.7, 11.3.8
Architect, Definition of . ..... . . .. . ., . . ... .... ... ... . ... .2.1
Architect, Extent of Authority. . . . . . . .2.3, 3.4, 4.12.8, 5.2, 7.7.2,
8.1.3,8.1.4,8.3.1,9.2,9.3.1,9.4,9.5.3,9.6,9.8,9.9.1,9.9.3,
12.1.1,12.1.4,12.3.1,12.4.1,13.1,13.2.1,13.2.5,14.2
Architect, limitations of Authority and Responsibility.. . . .2.3.2
through 2.3.5, 2.3.13 through 2.3.18, 2.3.22, 4.12.6,
5.2.1,9.4.2,9.5.4,9.5.5,12.4
Architect's Additional Services. . .3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2
Architect's Approvals. .. . . .2.3.18, 3.4,4.5,4.12.6,4.12.8, 4.18.3
Architect's Authority to Reject Work.. . .2.3.16, 4.5, 13.1.2, 13.2
Architect's Copyright. . .. . ., . ., .... ... . . .. . .. . . ... ... . . .1.3
Architect's 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......... .2.3.16,2.3.19,7.7.2,12.4,13.1
Architect's Interpretations. . .. .. . . .2.3.10 through 2.3.13, 12.3.2
Architect's On-Site Observations...... .2.3.4,2.3.6,2.3.9,7.7.1,
7.7.4,9.4.2,9.6.1,9.9.1
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 Relationship 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' Fees. . .. . ... . . . . . . ... . .. . .. . .. .4.18.1, 6.2.5, 9.9.2
Award of Separate Contracts. . ... ... .. ... . . .. ., . ... . .. .6.1.1
Award of Subcontracts and Other Contracts for
Portions of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5.2
Boiler and Machinery Insurance...................... .11.3.2
Bonds, lien ....................................9.3.3, 9.9.2
Bonds, Performance, Labor and Material Payment. . . . .7.5, 9.9.3
Building Permit. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.7
Certificate of Substantial Completion. . . .9.8.1, 9.8.2, 9.8.3, 9.8.4
Certificates of Inspection, Testing or Approval. . . . . . . . . . . .7.7.3
Certificates of Insurance....................... .9.3.2,11.1.4
Certificates for Payment, Project. . .. .. . .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
Change 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
Change Orders, Definition of ............. . ... .. .. .., .12.1.1
CHANGES IN THE WORK.. . .. .. ... ...... . .2.3.19, 4.11.1, 12
INDEX
Claims for Additional Cost or Time.. . . .8.3.2,8.3.3,12.2.1,12.3
Claims for Damages. .. . . ... .. . . .. .6.1.1, 6.2.5, 7.4, 8.3,9.6.1.2
Claims and Disputes Between Contractor
and Owner. . .. . . . .... . . .2.3.12, 2.3.15, 2.3.23, 4.18.2, 7.9
Cleaning Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .4.15, 6.3
Commencement of the Work, Conditions Relating to .3.2.1,4.2,
4.7.1,4.10,5.2.1,6.2.2,7.5,9.2,11.1,11.3.4
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
COMPLETION, PAYMENTS AND.. ... .. .. ... ..............9
Completion of the Project, Substantial .......8.1.4, 9.8.3, 9.8.4,
9.9.4,9.9.5,9.9.6,13.2.1,13.2.2
Completion of the Work, Substantial.... . .. .2.3.21, 8.1.1, 8.1.3,
8.2.2,9.8,9.4.2,9.9.3,11.3.9
Compliance with Laws. .., . .. . . . . .1.3, 2.1.1, 4.6, 4.7, 4.13,7.1,
7.6.1,7.7.1,10.2.2,14.2.1
Concealed Conditions ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . .12.2
Consent, Written ................... .2.3.22,4.14.2,7.2,7.6.2,
9.8.1,9.9.2,9.9.3,11.3.9
Construction Manager, Definition of .....................2.2
Construction Manager's Approval.. .. .., . . . . .. . .4.10.1, 4.13.2
Construction Manager's
Additional Services........ .3.4,7.7.2,13.2.1,13.2.5,14.2.2
Construction Manager's Authority and Responsibility. .. . .2.3.3,
2.3.5,2.3.16,2.3.10,2.3.22,4.8.1,4.17.1,4.18.3,
7.7.4,9.2,10.2.5,11.3.6,12.1.4,14.1.1
Construction Manager's Confirmation ...................9.9.3
Construction Manager's Consultation with the Architect .2.3.12,
2.3.16, .2.3.19, 2.3.21, 3.4.1, 9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1
Construction Manager's Coordination and Scheduling. .. .2.3.7,
2.3.17,4.3.1,4.10.1,4.12.4
Construction Manager's Decisions. .. . . . ., . .. . ., . .. .6.3, 8.3.1
Construction Manager's Determinations. .2.3.3, 6.3.1, 7.7.2, 8.3.1
Construction Manager's Interests ............... .11.3.1, 11.3.2
Construction Manager's Recommendations.. . .2.3.8, 2.3.9, 9.3:1,
9.4.1,9.7.1,9.9.1,12.1.1
Construction Manager's Relationship
with Architect.................. .1.1.2,2.3.1,2.3.3,2.3.21
Construction Manager's Relationship with Contractor . . . . .1.1.2,
2.3.15,2.3.16,3.2.6,4.2.1,4.3.3,4.5,4.7.3,4.11.1, 4.12.4, 4.12.6,
4.16.1,4.17.1,4.18, S.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
Construction Manager's Relationship
with Subcontractors.................. .1.1.2,2.3.16,5.3.1
Construction Manager's Review.. .. .. .. . . .. .2.3.8, 2.3.17, 5.2.1
Construction Schedule, Contractor's. . . . . . . . . . . . . . . . . . . . .4.10
Contract, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1.2
Contract Administration. . .... . . ... .. . . .. . .. . . .. " .2.3,4.3.3
Contract Award and Execution,
Conditions Relating to . . .. . .4.7.1, 4.10, 5.2, 7.5, 11.1, 11.3.4
CONTRACT DOCUMENTS ..........;....................1
Contract Documents,
Copies Furnished and Use of . .. . ~. . . . .. . .. .1.3,3.2.5,5.3
Contract Documents, Definition of .................... .1.1.1
Contract Modifications........................... ..1.1.1, 12
Contract Sum, Definition of ...........................9.9.1
Contract Termination .................................. .14
Contract Time, Definition of .. .. . . . . . . . .. . .. . . . . .. . . . . .8.1.1
CONTRACTOR .........................................4
Contractor, Definition of ............. . . . . ... . .. . . .4.1, 6.1.2
Contractor's Construction Schedule .................... .4.10
2 A201/CM-1980
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AlAS . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright 1_ and 1811Ubject to legal prosecution.
Contractor's Employees. . . . . .4.3.2,4.4.2,4.8.1,4.9,4.18,10.2.1
through 10.2.4,10.2.6,10.3,11.1.1
Contractor's liability Insurance. .. " ........... .... . ... .11.1
Contractor's Relationship with Architect..... .1.1.2,2.3,5,2.3.6,
2.3.13,2.3.16,4.3.3,4.5,4.7.3,4.12.6,4.18,11.3.6
Contractor's Relationship with Construction Manager.... .1.1.2,
2.3.15,2.3.16,3.2.6,4.2.1,4.3.3,4.5,4.7.2,4.11.1,4.12.4,
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 Responsibility for Those
Performing the Work. . . . . . . . . . . . . . . . . . . . .4.3.2, 4.18, 10
j:ontractor'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,
5.2.3,9.2,9.3.1,9.8.1,9.9.2,9.9.3
Contractor's Superintendent. . . . . . . . . . . . . . . . . . . . . . .4.9, 10.2.6
Contractor's Supervision and
Construction Procedures ......... .1.2.4, 2.3,5, 4.3, 4.4, 10
Contractual Liability Insurance....................... .11.1.3
Coordination and Correlation. . . . . . . . .1.2.2, 1.2.4, 4.3.1, 4.10.1,
4.12.5,6.1.3,6.2.1
Copies Furnished of Drawings and Specifications. .1.3, 3.2.5, 5.3
Correction of Work. . . . . . . . ., . . . . . . . .. . .3.3, 3.4, 10.2.5, 13,2
Cost, Definition of ................................. .12.1.4
Costs...... .3.4,4.8.2,4.15.2,5.2.3,6.1.1,6.2.3,6.2.5,6.3,7.7.1,
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 of 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,
10.2.1.3,10.2.2,10.2.5,10.3,13.2.6
Damages, Claims for................. .6.1.1,6.2.5,7.4,9.6.1.2
Damages for Delay . . . . . . . . . . . . . . . . . . . . . . . . . .6.1.1, 8.3.4, 9.7
Day, Definition of . . . . . . . . . . . . . . .. . . . . .. . .. . . .. .... .. .8.1.5
Decisions of the Architect........ .2.3.10 through 2.3.16, 7.7.2,
7.9.1,9.2,9.4,9.6.1,9.8.1,12.1.4,12.3.1
Decisions of the Construction Manager. . . . . . . . .. . . . .6.3,8.3.1
Defective or Non-Conforming Work, Acceptance,
Rejection and Correction of . . . . . .2.3.4, 2.3.16, 3.3, 3.4,4.5,
6.2.2,6.2.3,9.6.1.1,9.9.4.2,13
Definitions.............. .1.1,2.1,2.2,3.1,4.1,4.12.1 through
4.12.3,5.1,6.1.2,8.1,9.1.1,12.1.1,12.1.4
Delays and Extensions of Time. . . . . ., . ., . . . .. . . . . . .. . .. .8.3
Disputes................ .2.3.12, 2.3.15, 2.3.23, 6.2.5, 6.3, 7.9.1
Documents and Samples at the Site. . .. . .. . . . . . . . .. . .. . .4.11
Drawings and Specifications,
Use and Ownership of............... .1.3,3.2.5,4.11,5.3
Easements ................ . . . . . . . . . . . . . . . . . . . . . . . . . . .3.2.3
Emergencies ........................................ .10.3
Employees, Contractor's. . . .. . .. .. .4.3.2, 4.4.4, 4.8.1, 4.9, 4.18,
10.2.1 through 10.2.4,10.2.6,10.3,11.1.1
Equipment, labor, Materials 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,
10.2.1.2,11.3.1,12.1.4,13.2.2,13.2.5,14
Execution and Progress of the Work ........ .1.1.3, 1.2.3, 2.3.4,
2.3.5,2.3.11,4.2,4.4.1,4.5,4.7.1,6.2.2,7.9.3,
8.2.2,8.3.1,8.3.2,9.6.1,10.2.3,10.2.4,14.2
Execution, Correlation and Intent of
the Contract Documents ..................... .1.2, 4.7.1
Extensions of Time.. . . . ., . .. .. . . . .. . . . . . . .8.3, 12.1.1, 12.1.2
Failure of Payment by Owner. . . . . . . . . . . . . . . . . . . . . . .9.7, 14.1
Failure of Payment of Subcontractors. . .. . .9.6.1.3, 9.9.2, 14.2.1
Failure to Carry out the Work. . . . . . . . . . . . . . . . . . . . . . . . . .2.3.5
Final Completion and Final Payment. . .2.3.15, 2.3.21, 9.9, 13.3.1
Financial Arrangements, Owner's. . .. . .. .. . . . . . .. .... . . .3.2.1
Fire and Extended Coverage Insurance................ .11.3.1
Governing law. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7.1
Indemnification. . . . . .. . . .. ... . . . . . .. . . .4.17, 4.18, 6.2.5, 9.9.2
Identification of Contract Documents. . . . . . . . . . . . . . . . . . .1.2.1
Identification of Subcontractors and Suppliers. . . . . . . . . . . .5.2.1
Information and Services Required of
the Owner........................ .3.2, 6.1, 9, 11.2, 11.3
Inspections. . .. . ... . . ., . .2.3.16, 2.3.21, 4.3.3, 7.7, 12.1.2, 9.9.1
Instructions to Bidders. . . . . . . . .. . .. . .. . .. . . .. . .. . .... .1.1.1
Instructions to the Contractor. . . . . .. . . .2.3,2, 3.2.6, 4.8.1,7.7.2,
12.1.2,12.1.4
INSURANCE..................................... .9.8.1,11
Insurance, Contractor's Liability....................... .11.1
Insurance, loss of Use. . .. .. . . . . . .. . ., . . . . . . . . . " . " . . .11.4
Insurance, Owner's Liability........................... .11.2
Insurance, Property.. . .. . . . . . . . . . . .. . .. . . .. . .. .. .. ... .11.3
Insurance, Boiler and Machinery..................... .11.3.2
Insurance, Special Hazards.,........................ .11.3.5
Insurance, Stored Materials..................... .9.3.2, 11.3.1
Insurance Companies, Consel1lt to Partial Occupancy. . . . .11.3.9
Insurance Companies, Settlement With. . .. . . . . . . . . . ... .11.3.8
Intent of the Contract
Documents ............. .1.2.3, 2.3.10, 2.3.13, 2.3.14, 12.4
Interest ............................................. .7.8
Interpretations, Written....... .1.1.1,2.3.11,2.3.12,2.3.13,12.4
labor, Materials and Equipment. . . . . . .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 Material Payment Bond. . . . . .. . . . ... . .. . .. .. . .7.5
labor Disputes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.3.1
laws and Regulations. . . . . . .. ., . . .1.3,2.1.1,4.6,4.7,4.13,7.1,
7.6.1,7.7.1,10.2.2,14
liens ...................................9.3.3, 9.9.2, 9.9.4.1
limitations 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,
4.7.3,4.12.6,4.17,4.18,6.2.2,7.6.2,9.4.2,
9.5.4,9.9.4,9.9.5,10.2.5,11.1.2,11.3.6
limitations of Time, General. . . ... . .2.3.11, 2.3.18, 3.2.1, 3.2.4,
4.2,4.7.1,4.7.3,4.12.4,4.15.1,5.2.1,5.2.3,6.2.2,7.4,
7.7,7.9.2,8.2,9.5.2,9.6.1,9.8,9.9,11.3.1,11.3.4,
11.3.9,12.1.4,12.4,13.2.1,13.2.2,13.2.5
limitations of Time, Specific........ .3.4, 4.10, 7.9.2, 8.2, 8.3.2,
8.3.3,9.2,9.3.1,9.4.1,9.5.1,9.7,11.1.4,11.3.8,
12.2,12.3.1,13.2.2,13.2.7,14.1,14.2.1
limitations, Statutes of .................. .7.9.2,13.2.2,13.2.7
loss of Use Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.4
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D,C. 20006
A201/CM-1980 3
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
Materials, labor and Equipment...... .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, 9.9.2,
10.2.1.2,11.3.1,12.1.4,13.2.2,13.2.5,14
Material Suppliers....................... .4.12.1, 5.2.1, 9.3.3
Means, Methods, Techniques, Sequences and
and Procedures of Construction........ .2.3.5,4.3.1,9.4.2
Minor Changes 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
Mutual Responsibility ..................................6.2
Non-Conforming Work, Acceptance of Defective or . . . . . . .13.3
Notice, Written........... .2.3.11,2.3.15,4.2,4.7.3,4.7.4,4.9,
4.12.6,4.12.7,5.2.1,7.3,7.4,7.9.2,8.1.2,8.3.2,8.3.3,
9.4.1,9.6.1,9.7,9.9.1,9.9.5,10.2.6,11.1.4,11.3.1,
11.3.5,11.3.7,11.3.8,12.2,12.3,13.2.2,13.2.5,14
Notices, Permits, Fees and. . .. . . . . . . .. .2.3.2, 4.7, 4.13.1, 10.2.2
Notice of Testing and Inspections. . . . . . . . . . . . . . . . . . . . . . . .7.7
Notice to Proceed ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.1.2
Observations, Contractor's ...................... .1.2.2, 4.7.3
Occupancy .......... . . . . . . . . . . . . . . .8.1.3, 8.1.4, 9.5.5, 11.3.9
On-Site Inspections
by the Architect.......... .2.3.16, 2.3.21, 9.4.2, 9.8.1, 9.9.1
On-Site Observations by the Architect. . . . . . . .2.3.4, 2.3.6, 2.3.9,
7.7.1,7.7.4,9.4.2,9.6.1,9.9.1
Orders, Written................. .3.3,4.9,12.1.4,12.4.1, 13 1
OWNER ...............................................3
Owner, Definition .....................................3.1
Owner, Information and Services
Required of the......... .3.2, 4.7.1, 6.1.3, 6.2, 9, 11.2, 11.3
Owner's Authority. . . . . .. . .. . . . . . . . .2.3.21, 7.7,2, 9.3.1, 9.3.2,
9.8.1,11.3.8,12.1.2,12.1.4
Owner's Financial Capability......................... .3.2.1
Owner's liability Insurance........................... .11.2
Owner's Relationship with Subcontractors. . . . . . . . . .1.1.2, 9.5.4
Owner's Right to Carry Out the Work. . . . . . . . . . . . . .3.4, 13.2.4
Owner's Right to Clean Up ...................... .4.15.2, 6.3
Owner's Right to Perform Work and to
Award Separate Contracts. . . . . . . . . . . . . . . . . . . . . . . . . . .6.1
Owner's Right to Terminate the Contract. . .. . .. . . . . . . . . . .14.2
Owner's Right to Stop the Work. . . . . . . . . . . . . . . . . . . . . . . . .3.3
Ownership and Use of Documents. . . . . . . . . . . . . .1.3, 3.2.5, 5.3
Patching of Work, Cutting and ........................ .4.14
Patents, Royalties and. . . . . . . . . . . .. . . . . . . . . . .. . ., . . . . .4.17.1
Payment Bond, labor and Material ...................... .7.5
Payment, Contractor's Applications for. . . . . .2.3.8, 9.2, 9.3, 9.4,
9.5.3,9.6,1,9.7.1,9.8.2,9,9.1,9.9.5,14.2.2
Payment, Project Certificates for....... .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
Payment, Failure of .. . . . . . . . . . . . . . .9.5.2, 9.6.1.3, 9.7, 9.9.2, 14
Payment, Final.. . . . . . . . . . . . .. . . . .. 2.3.15, 2.3.21, 9.9, 13.3.1
Payments, Progress......... .7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4
PAYMENTS AND COMPLETION..........................9
Payments to Subcontractors ..........9.5.2,9.5.3,9.5.4,9.6.1.3,
11.3.3, 14.2.1
Payments Withheld ....................................9.6
Performance Bond and labor and Material Payment Bond. . .7.5
Permits, Fees and Notices............. .3.2.3,4.7,4.13,10.2.2
PERSONS AND PROPERTY, PROTECTION OF . . . . . . . . . . . . . .10
Product Data, Definition of ......................... .14.2.2
Product Data, Shop Drawings, Samples and.. .2.3.18,4.2.1,4.12
Progress and Completion ....................2.3.4, 7.9.3, 8.2
Progress Payments......... .7.8,7.9.3,9.5.5,9.8.2,9.9.3,12.1.4
Project, Definition of ............................... .1.1.4
Project Construction Schedule. . . . . . . . . . . . . . . . . . . . . . . . . .4.10
Property Insurance. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.3
PROTECTION OF PERSONS AND PROPERTY ............. .10
Record Documents .................................. .4.11
Regulations and laws.............. .1.3,2.1.1,4.6,4.7,4.13.1,
7.1,10.2.2,14
Rejection of Work....................... .2.3.16,4.5.1,13.2
Releases of Waivers 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 for Those Performing the Work.... .2.3.5,4.3.2,
6.1.3, 6.2, 9.8.1
Retainage ......................9.3.1,9.5.2, 9.8.2, 9,9.2, 9.9.3
Review of Contract Documents by the Contractor. . . . . . .1.2,2,
4.2, 4.7.3
Reviews of Contractor's Submittals by Owner and
Architect.............. .2.3.18,4.10,4.12,5.2.1,5.2.3,9.2
Rights and Remedies............ .1.1.2,2.3.15,2.3.16,3.3,3.4,
5.3,6.1,6.3,7,6,7,9,8.3.1,9.6.1,9.7,
10.3,12.1.2,12.2,13.2.2,14
Royalties and Patents ................................ .4.17
Safety of Persons and Property .........................10.2
Safety Precautions and Programs ..................2.3.5, 10.1
Samples, Definition of .............................. .4.12.3
Samples, Shop Drawings, Product Data and. . . . . .2.3.17, 2.3.18,
4.2, 4.'J2
Samples at the Site, Documents and. . . . . . . . . .. . .. . . . . . .4.11
Schedule, Contractor's Construction .................... .4:10
Schedule, Project Construction ........................ .4.10
Schedule of Values ....................................9,2
Separate Contracts and Contractors.... .4.14.2,6,11.3.6,13.1.2
Shop Drawings, Definition.......................... .4:12.1
Shop Drawings, Product Data and Samples............ .2.3.17,
2.3.18,4.2,4.12
Site, Use of .................................... .4.13,6.2.1
Site Inspections........... .1.2.2,2.3.4,2.3.21, 7.7, 9.8.1, 9.9.1
Site Visits, Architect's................ .2.3.4,2.3.6,2.3.9,7.7.1,
7.7.4,9.4,2,9.6.1,9.9.1
Special Inspection and Testing................... .2.3.16, 7.7
Special Hazards Insurance........................... .11.3.5
Specifications.............................. .1.1.1,1.2.4,1.3
Statutes of limitations................,.. .7.9.2,13,2.2,13.2.7
Stopping the Work. . . . . . . . . . . . . . . . . . . . . .3.3,9.7,1, 10.3, 14.1
Stored Materials........... .6,2.1, 9.3.2, 10.2.1.2, 11.3.1, 13.2.5
SUBCONTRACTORS ....................................5
Subcontractors, Definition of ..........................5.1.1
Subcontractors, Work by ............. .1.2.4,2.3.5,4.3.1,4.3.2
Subcontractual Relations ...............................5.3
Submittals................. .1.3, 2.3.18, 4.10, 4.12,5.2.1,5.2.3,
9.2,9.3.1,9.8.1,9.9.1,9.9.3
4 A201/CM-1980
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE '1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
Subrogation, Waiver of ............................. .11.3.6
Substantial Completion of 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 Completion of the Project, Definition of ......8.1.4
Substantial Completion of the Work ........2.3.21, 8.1.1, 8.1.3,
8.2.2,9.4.2,9.8/9.9.3,11.3.9
Substantial Completion of the Work, Definition of . . .. ... .8.1.3
Substitution of Subcontractors ....................5.2.3, 5.2.4
Substitution of the Architect. .. .. . .. . . . . .. . .. . . .. . ... .2.3.23
Substitution of the Construction Manager ..............2.3.23
Substitutions of Materials....................... .4.5, 12.1.4
Sub-subcontractors, Definition of . . .. . . . .. . .. . . . .. .. . . . .5.1.2
Subsurface Conditions.. . . . . . .. . . .. . . . .. . .. . . ... .. . . .12.1.1
Successors and Assigns .................................7.2
Supervision and Construction Procedures. . . . . . . . . .1.2.4, 2.3.5,
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 ............................................... .4.6
Termination by the Contractor ........................ .14.1
Termination by the Owner. . . . . . . . . . . . . . . . . . . . . . . . . . . . .14.2
Termination of the Architect. . . . . . . . . . . .. . . .. . .. . . .. .2.3.23
Termination of the Construction Manager. . . . . . . .. . . . . .2,3.23
TERMINATION OF THE CONTRACT. . . . . . . . . . . . . . . . . . . . . .14
Tests. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3.16, 4.3.3, 7.7, 9.4.2
TIME ................. ......... ..... ... ..... ... ..... ...8
Time, Definition of ................................... .8.1
Time, Delays and Extensions of ... . . . . .. .8.3, 12.1, 12.3, 13.2.7
Time limits, Specific... ., .. . .. . . .. .3.4, 4.10, 7.9.2, 8.2, 8.3.2,
8.3.3,9.2,9.3.1,9.4.1,9.5.1,9.7/11.1.4,
11.3.8,12.2,12.3.1,13.2.2,13.2.7,14.1,14.2.1
Title to Work ..................................9.3.2/ 9.3.3
UNCOVERING AND CORRECTION OF WORK ... . . . . . . . . . .13
Uncovering of Work ................................. .13.1
Unforseen Conditions. . . .. . . . . . . .. . . . . . . .. .. . . .. .8.3.1,12.2
Unit Prices. . . .. . .. . . . .. . .. . . . .. . ... . . .. .. . .12.1.3.2, 12.1.5
Use of Documents. .. . .. . . . .. . .. . . . .. . .. . . .. . .1.3,3.2.5,5.3
Use of Site. . . . . . . . .. . . . . . . . . . . . .. .. . . . .. . .. . .. .4.13, 6.2.1
Values, Schedule of ....................................9.2
Waiver of Claims by the Contractor... .7.6.2,8.3.2,9.9.5,11.3.6
Waiver of Claims by the Owner. . . . . .7.6.2, 9.9.4, 11.3.6, 11.4.1
Waiver of liens ....................... . . . . . . . . . . . . . . .9.9.2
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 Meaning of ....................... .1.2.3
Work, Definition of ................................. .1.1.3
WORK BY OWNER OR BY SEPARATE CONTRACTORS.......6
Written Consent. . . .. . . .. .2.3.22, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.3
Written Interpretations.................. .1.1.1,2.3.11,12.3.2
Written Notice. .. . . . .2.3.11,2.3.15,4.2,4.7.3,4.7.4,4.9,4.12.6,
4.12.7,5.2.1,7.3,7.4,7.7.2,7.9.2,8.1.2,8.3.2,8.3.3,9.4.1,
9.6.1,9.7,9.9,1,10.2.6,11.1.4,11.3.1,11.3.5,11.3.7,
11.3.8,12.2,12.3,13.2.2,13.2.5,14
Written Orders. . . . . . . . . . . . . . . . . . .3.3, 4.9, 12.1.4, 12.4.1, 13.1
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N,W., WASHINGTON, D.C. 20006
A201/CM-1980 5
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
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 these, or any other documents unless specifically enu-
merated in the Owner-Contractor Agreement.
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construc-
tion. This Contract represents the entire and integrated
agreement between the parties hereto and supersedes all
prior negotiations, representations or agreements, either
written or oral. The Contract may be amended or modi-
fied only by a 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 Manager shall be entitled to perform-
ance of the obligations of the Contractor intended for
their benefit and to enforcement thereof. Nothing con-
tained in the Contract Documents shall create any con-
tractual relationship between the Owner, the Construc-
tion Manager or the Architect and any Subcontractor or
Sub-subcontractor.
1.1.3 THE WORK
The Work comprises the completed construction required
of the Contractor by the Contract Documents, and in-
cludes all labor necessary 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 defined in the Owner-Contractor Agree-
ment, is the total construction of which the Work 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 Owner 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 Architect
shall identify such Documents.
1.2.2 Execution of the Contract by the Contractor is a
representation that the Contractor has visited the site be-
come familiar with the local conditions under which the
Work is to be performed, and has correlated personal
observations with the requirements of the Contract Docu-
ments.
1.2.3 The intent of the Contract Documents is to include
all items necessary for the proper execution and comple-
tion of the Work. The Contract Documents are comple-
mentary, and what is required by anyone shall be as
binding as if required by all. Work not covered in the
Contract Documents will not be requ;red unless it is con-
sistent therewith and is reasonably inferable therefrom as
being necessary to produce the intended results. Words
and abbreviations which have well-known technical or
trade meanings are used in the Contract Documents in
accordance with such recognized meanings.
1.2.4 The organization of the Specifications into divi-
sions, sections and articles, and the arrangement of Draw-
ings shall not control the Contractor in dividing the Work
among Subcontractors or in establishing the extent of
Work to be performed by any trade.
1.3 OWNERSHIP AND USE OF DOCUMENTS
1.3.1 All Drawings, Specifications and copies thereof
furnished by the Architect are and sh'lll remain the prop-
erty of the Architect. They are to be used only with re-
spect to this Project and are not to be used on any other
project. With the exception of one contract set for each
party to the Contract, such documents are to be returned
or suitably accounted for to the Architect on request at
the completion of the Work. Submission or distribution
to meet official regulatory requirements or for other pur-
poses in connection with the Project is not to be con-
strued as publication in derogation of the Architect's
common law copyright or other reserved rights.
ARTICLE 2
ADMINISTRATION OF THE CONTRACT
2.1 THE ARCHITECT
2.1.1 The Architect is the person lawfully licensed to
practice architecture, or an entity lawfully practicing ar-
chitecture, identified as such in the Owner-Contractor
Agreement. The term Architect means the Architect or
the Architect's authorized representative.
2.2 THE CONSTRUCTION MANAGER
2.2.1 . The Construction Manager is the person or entity
Identified as such in the Owner-Contractor Agreement.
The term Construction Manager means the Construction
Manager or the Construction Manager's authorized
representative.
2.3 ADMINISTRATION OF THE CONTRACT
2.3.1 The Architect and the Construction Manager will
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
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AMERICAN INSTITUTE OF ARCHITECTS. 173S NEW YORK AVE., N,W,. WASHINGTON, D.C. 20006
A201/CM -1980 6
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provide administration of the Contract as hereinafter
described.
2.3.2 The Architect and the Construction Manager will
be the Owner's representatives during construction and
until final payment to all contractors is due. The Archi-
tect and the Construction Manager will advise and con-
sult with the Owner. All instructions to the Contractor
shall be forwarded through the Construction Manager.
The Ar~hitect and the Construction Manager will have
authorit'y to act on behalf of the Owner only to the extent
provided in the Contract Documents, unless otherwise
modified by written instrument in accordance with Sub-
paragraph 2.3.22.
2.3.3 The Construction Manager will determine in gen-
eral that the Work of the Contractor is being performed
in accordance with the Contract Documents, and will en-
deavor to guard the Owner against defects and deficien-
cies in the Work of the Contractor.
2.3.4 The f'rchitect will visit the site at intervals appro-
priate to tHe stage of construction to become generally
familiar with the progress and quality of the Work and to
determine in general if the Work is proceeding in accord-
ance with the Contract Documents. However, the Archi-
tect will not be required to make exhaustive or con-
tinuous on-site inspections to check the quality or quan-
tity of the Work. On the basis of on-site observations as
an architect, the Architect will keep the Owner informed
of the progress of the Work, and will endeavor to guard
the Owner against defects and deficiencies in the Work
of the Contractor.
2.3.5 Neither the Architect nor the Construction Man-
ager will be responsible for or have control or charge of
construction means, methods, techniques, sequences or
procedures, or for safety precautions and programs in
connection with the Work, and neither will be respon-
sible for the Contractor's failure to carry out the Work in
accordance with the Contract Documents. Neither the
Architect nor the Construction Manager will be respon-
sible for or have control or charge over the acts or omis-
sions of the Contractor, Subcontractors, or any of their
agents or employees, or any other persons performing any
of the Work.
2.3.6 The Architect and the Construction Manager shall
at all times have access to the Work wherever it is in
preparation and progress. The Contractor shall provide
facilities for such access so that the Architect and the
Construction Manager may perform their functions under
the Contract Documents.
2.3.7 The Construction Manager will schedule and coor-
dinate the Work of all contractors on the Project includ-
ing their use of the site. The Construction Manager will
keep the Contractor informed of the Project Construction
Schedule to enable the Contractor to plan and perform
the Work properly.
2.3.8 The Construction Manager will review all Applica-
tions for Payment by the Contractor, including final pay-
ment, and will assemble them with similar applications
from other contractors on the Project into a combined
Project Appl ication for Payment. The Construction Man-
ager will then make recommendations to the Architect
for certification for payment.
2.3.9 Based on the Architect's observations, the recom-
mendations of the Construction Manager and an evalua-
tion of the Project Application for Payment, the Architect
will determine the amount owing to the Contractor and
will issue a Project Certificate for Payment incorporating
such amount, as provided in Paragraph 9.4.
2.3.10 The Architect will be the interpreter of the re-
quirements of the Contract Documents and the judge of
the performance thereunder by both the Owner and the
Contractor.
2.3.11 The Architect will render interpretations neces-
sary for the proper execution or progress of the Work,
with reasonable promptness and in accordance with
agreed upon time limits. Either party to the Contract may
make written request to the Architect for such interpreta-
tions.
2.3.12 Claims, disputes and other matters in question
between the Contractor and the Owner relating to the
execution or progress of the Work or the interpretation
of the Contract Documents shall be referred initially to
the Architect for decision. After consultation with the
Construction Manager, the Architect will render a deci-
sion in writing within a reasonable time.
2.3.13 All interpretations and decisions of the Architect
shall be consistent with the intent of and reasonably in-
ferable from the Contract Documents and will be in writ-
ing or in graphic form. In this capacity as interpreter and
judge, the Architect will endeavor to secure faithful per-
formance by both the Owner and the Contractor, will not
show partiality to either, and will not be liable for the
result of any interpretation or decision rendered in good
faith in such capacity.
2.3.14 The Architect's decisions in matters relating to
artistic effect will be final if consistent with the intent of
the Contract Documents.
2.3.15 Any claim, dispute or other matter in question
between the Contractor and the Owner referred to the
Architect through the Construction Manager, except those
relating to artistic effect as provided in Subparagraph
2.3.14 and those which have been waived by the making
or acceptance of final payment as provided in Subpara-
graphs 9.9.4 through 9.9.6, inclusive, shall be subject to
arbitration upon the written demand of either party.
However, no demand for arbitration of any such claim,
dispute or other matter may be made until the earlier of
(1) the date on which the Architect has rendered a writ-
ten decision, or (2) the tenth day after the parties have
presented their evidence to the Architect or have been
given a reasonable opportunity to do so, if the Architect
has not rendered a written decision by that date. When
such a written decision of the Architect states (1) that the
decision is final but subject to appeal, and (2) that any
demand for arbitration of a claim, dispute or other matter
covered by such decision must be made within thirty days
after the date on which the party making the demand re-
ceives the written decision, failure to demand arbitration
within said thirty day period will result in the Architect's
decision becoming final and binding upon the Owner
and the Contractor. If the Architect renders a decision
after arbitration proceedings have been initiated, such
decision may be entered as evidence but will not super-
sede any arbitration proceedings unless the decision is
acceptable to all parties concerned.
7 A201/CM -1980
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVE., NW. WASHINGTON. D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
2.3.16 The Architect will have authority to reject Work
which does not conform to the Contract Documents, and
to require special inspection or testing, but will take such
action only after consultation with the Construction Man-
ager. Subject to review by the Architect, the Construction
Manager will have the authority to reject Work which
does not conform to the Contract Documents. Whenever,
in the Construction Manager's opinion, it is considered
necessary or advisable for the implementation of the in-
tent of the Contract Documents, the Construction Man-
ager will have authority to require special inspection or
testing of the Work in accordance with Subparagraph
7.7.2 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 any duty or responsibility of the Architect or the Con-
struction Manager to the Contractor, any Subcontractor,
any of their agents or employees, or any other person
performing any of the Work.
2.3.17 The Construction Manager will receive from the
Contractor and review all Shop Drawings, Product Data
and Samples, coordinate them with information contained
in related documents, and transmit to the Architect those
recommended for approval.
2.3.18 The Architect will review and approve or take
other appropriate action upon the Contractor's submittals
such as Shop Drawings, Product Data and Samples, but
only for conformance with the design concept of the
Work and the information given in the Contract Docu-
ments. Such action shall be taken with reasonable prompt-
ness so as to cause no delay. The Architect's approval of
a specific item shall not indicate approval of an assembly
of which the item is a component
2.3.19 Following consultation with the Construction
Manager, the Architect will take appropriate action on
Change Orders in accordance with Article 12, and will
have authority to order minor changes in the Work as
provided in Subparagraph 12.4.1.
2.3.20 The Construction Manager will maintain at the
Project site one record copy of all Contracts, Drawings,
Specifications, Addenda, Change Orders and other Modi-
fications pertaining to the Project, in good order and
marked currently to record all changes made during
construction, and approved Shop Drawings, Product
Data and Samples. These shall be available to the Archi-
tect and the Contractor, and shall be delivered to the
Architect for the Owner upon completion of the Project
2.3.21 The Construction Manager will assist the Archi-
tect in conducting inspections to determine the dates of
Substantial Completion and final completion, and will
receive and forward to the Owner for the Owner's review
written warranties and related documents required by the
Contract and assembled by the Contractor, The Architect
will issue a final Project Certificate for Payment upon
compliance with the requirements of Paragraph 9.9.
2.3.22 The duties, responsibilities and limitations of
authority of the Architect and the Construction Manager
as the Owner's representatives during construction as set
forth in the Contract Documents, will not be modified or
extended without written consent of the Owner, the Con-
tractor, the Architect and the Construction Manager,
which consent shall not be unreasonably withheld. Failure
of the Contractor to respond within ten days to a written
request shall constitute consent by the Contractor.
2.3.23 In case of the termination of the employment of
the Architect or the Construction Manager, the Owner
shall appoint an architect or a construction manager
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 entity identified as
such in the Owner-Contractor Agreement. The term
Owner means the Owner or the Owner's authorized
representative.
3.2 INFORMATION AND SERVICES REQUIRED OF
THE OWNER
3.2.1 The Owner shall, at the request of the Contractor,
at the time of execution of the Owner-Contractor Agree-
ment furnish to the Contractor reasonable evidence that
the Owner has made financial arrangements to fulfill the
Owner's obligations under the Contract. Unless such
reasonable evidence is furnished, the Contractor is not
required to execute the Owner-Contractor Agreement or
to commence the Work.
3.2.2 The Owner shall furnish all surveys describing the
physical characteristics, legal limitations and utility loca-
tions for the site of the Project, and a legal description of
the site.
3.2.3 Except as provided in Subparagraph 4.7.1, the
Owner shall secure and pay for necessary approvals, ease-
ments, assessments and charges required for the construc-
tion, use or occupancy of permanent structures or for
permanent changes in existing facilities.
3.2.4 Information or services under the Owner's control
shall be furnished by the Owner with reasonable prompt-
ness to avoid delay in the orderly progress of the Work.
3.2.5 Unless otherwise provided in the Contract Docu-
ments, the Contractor will be furnished, free of charge,
all copies of Drawings and Specifications reasonably nec-
essary for the execution of the Work.
3.2.6 The Owner shall forward all instructions to the
Contractor through the Construction Manager, with simul-
taneous notification to the Architect
3.2.7 The foregoing are in addition to other duties and
responsibilities of the Owner enumerated herein and es-
pecially those in respect to Work By Owner or By Sepa-
rate Contractors, Payments and Completion, and Insur-
ance in Articles 6, 9 and 11, respectively.
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A201/CM -1980 8
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3.3 OWNER'S RIGHT TO STOP THE WORK
3.3.1 If the Contractor fails to correct defective Work as
required by 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 specifically so empowered by the Owner in
writing, may order the Contractor to stop the Work, or
any portion thereof, until the cause for such order has
been eliminated; however, this right of the Owner to stop
the Work shall not give rise to any duty on the part of the
Owner to exercise this right for the benefit of the Con-
tractor or any other person or entity, except to the extent
required by Subparagraph 6.1.3.
3.4 OWNER'S RIGHT TO CARRY OUT THE WORK
3.4.1. If the Contractor defaults or neglects to carry out
the Work in accordance with the Contract Documents,
and fails within 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 Owner may, after 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 shall be issued deducting from the pay-
ments then or thereafter due the Contractor the cost of
correcting such deficiencies, including compensation for
the Architect's and the Construction Manager's additional
services made necessary 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 Architect, after consultation with the Construction
Manager. If the payments then or thereafter due the Con-
tractor are not sufficient to cover such amount, the Con-
tractor shall pay the difference to the Owner.
ARTICLE 4
CONTRACTOR
4.1 DEFINITION
4.1.1 The Contractor is the person or entity identified as
such in the Owner-Contractor Agreement. The term Con-
tractor means the Contractor or the Contractor's author-
ized representative.
4.2 REVIEW OF CONTRACT DOCUMENTS
4.2.1 The Contractor shall carefully study and compare
the Contract Documents and shall at once report to the
Architect and the Construction Manager any error, incon-
sistency or omission that may be discovered. The Con-
tractor shall not be liable to the Owner, the Architect or
the Construction Manager for any damage resulting from
any such errors, inconsistencies or omissions in the Con-
tract Documents. The Contractor shall perform no portion
of the Work at any time without Contract Documents or,
where required, approved Shop Drawings, Product Data
or Samples for such portion of the Work.
4.3 SUPERVISION AND CONSTRUCTION
PROCEDURES
4.3.1 The Contractor shall supervise and direct the
Work, using the Contractor's best skill and attention. The
Contractor shall be solely responsible for all construction
means, methods, techniques, sequences and procedures;
and shall coordinate all portions of the Work under the
Contract, subject to the overall coordination of the Con-
struction Manager.
4.3.2 The Contractor shall be responsible to the Owner
for the acts and omissions of the Contractor's employees,
Subcontractors and thei r agents and employees, and any
other persons performing any of the Work under a con-
tract with the Contractor.
4.3.3 The Contractor shall not be relieved from the
Contractor's obligations to perform the Work in accord-
ance with the Contract Documents either by the activities
or duties of the Construction Manager or the Architect
in their administration of the Contract, or by inspections,
tests or approvals required or performed under Paragraph
7.7 by persons other than the Contractor.
4.4 LABOR AND MATERIALS
4.4.1 Unless otherwise provided in the Contract Docu-
ments, the Contractor 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 Work, whether temporary or per-
manent and whether or not incorporated or to be incor-
porated in the Work.
4.4.2 The Contractor shall at all times enforce strict dis-
cipline and good order among the Contractor's em-
ployees and shall not employ on the Work any unfit per-
son or anyone not skilled in the task assigned them.
4.5 WARRANTY
4.5.1 The Contractor warrants to the Owner, the Archi-
tect and the Construction Manager that all materials and
equipment furnished under this Contract will be new un-
less otherwise specified, and that all Work will be of good
quality, free from faults and defects and in conformance
with the Contract Documents. All Work not conforming
to these requirements, including substitutions not prop-
erly approved and authorized, may be considered defec-
tive. If requi red by the Architect or the Construction Man-
ager, the Contractor shall furnish satisfactory evidence as
to the kind and quality of materials and equipment. This
warranty is not limited by the provisions of Paragraph
13.2.
4.6 TAXES
4.6.1 The Contractor shall pay all sales, consumer, use
and other similar taxes for the Work or portions thereof
provided by the Contractor which are legally enacted at
the time bids are received, whether or not yet effective.
4.7 PERMITS, FEES AND NOTICES
4.7.1 Unless otherwise provided in the Contract Docu-
ments, the Owner shall secure and pay for the building
permit and the Contractor shall secure and pay for all
other permits and governmental fees, licenses and inspec-
tions necessary for the proper execution and completion
of the Work which are customarily secured after execu-
tion of the Contract and which are legally required at the
time bids are received.
4.7.2 The Contractor shall give all notices and comply
with all laws, ordinances, rules, regulations and lawful
orders of any public authority bearing on the perform-
ance of the Work.
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WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
4.7.3 It is not the responsibility of the Contractor to
make certain that the Contract Documents are in accord-
ance with applicable 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 Manager in writing, and any neces-
sary changes shall be accomplished by appropriate
Modification.
4.7.4 If the Contractor performs any Work knowing it
to be contrary to such laws, ordinances, rules and regula-
tions, and without such notice to the Architect and the
Construction Manager, 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
covered by these allowances shall be supplied for such
amounts and by such persons as the Construction Man-
ager may direct, but the Contractor will not be required
to employ persons against whom the Contractor makes a
reasonable obj~ction.
4.8.2 Unless 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, over-
head, profit and other expenses contemplated
for the original allowance shall be included in
the Contract Sum and not in the allowance;
.3 whenever the cost is more or less than the
allowance, the Contract Sum shall be adjusted
accordingly by Change Order, the amount of
which will recognize changes, if any, in han-
dling costs on the site, labor, installation costs,
overhead, profit and other expenses.
4.9 SUPERINTENDENT
4.9.1 The Contractor shall employ a competent superin-
tendent and necessary assistants who shall be in attend-
ance at the Project site during the progress of the Work.
The superintendent shall represent the Contractor and all
communications given to the superintendent shall be as
binding as if given to the Contractor. Important commu-
nications shall be confirmed in writing. Other communi-
cations shall be so confirmed on written request in each
case.
4.10 CONTRACTOR'S CONSTRUCTION SCHEDULE
4.10.1 The Contractor, immediately after being awarded
the Contract, shall prepare and submit for the Construc-
tion Manager's approval a Contractor's Construction
Schedule for the Work which shall provide for expedi-
tious and practicable execution of the Work. This sched-
ule shall be coordinated by the Construction Manager
with the Project Construction Schedule. The Contractor's
Construction Schedule shall be revised as required by the
conditions of the Work and the Project, subject to the
Construction Manager's approval.
4.11 DOCUMENTS AND SAMPLES AT THE SITE
4.11.1 The Contractor shall maintain at the Project site,
on a current basis, one record copy of all Drawings,
Specifications, Addenda, Change Orders and other Modi-
fications, in good order and marked currently to record
all changes made during construction, and approved Shop
Drawings, Product Data and Samples. These shall be
available to the Architect and the Construction Manager.
The Contractor shall advise the Construction Manager on
a current basis of all changes in the Work made during
construction.
4.12 SHOP DRAWINGS, PRODUCT DATA AND
SAMPLES
4.12.1 Shop Drawings are drawings, diagrams, schedules
and other data specially prepared for the Work by the
Contractor or any Subcontractor, manufacturer, supplier
or distributor to illustrate some portion of the Work.
4.12.2 Product Data are illustrations, standard schedules,
performance charts, instructions, brochures, diagrams and
other information furnished by the Contractor to illustrate
a material, product or system for some portion of the
Work.
4.12.3 Samples are physical examples which illustrate
materials, equipment or workmanship, and establish
standards by which the Work will be judged.
4.12.4 The Contractor shall prepare, review, approve and
submit through the Construction Manager, with reason-
able promptness and in such sequence as to cause no de-
lay in the Work or in the work of the Owner or any sepa-
rate contractor, all Shop Drawings, Product Data and
Samples required by the Contract Documents. The Con-
tractor shall cooperate with the Construction Manager in
the Construction Manager's coordination of the Contrac-
tor's Shop Drawings, Product Data and Samples with
those of other separate contractors.
4.12.5 By preparing, approving and submitting Shop
Drawings, Product Data and Samples, the Contractor rep-
resents that the Contractor has determined and verified
all materials, field measu rements and field construction
criteria related thereto, or will do so with reasonable
promptness, and has checked and coordinated the infor-
mation contained within such submittals with the require-
ments of the Work, the Project and the Contract Docu-
ments.
4.12.6 The Contractor shall not be relieved of responsibil-
ity for any deviation from the requirements of the Con-
tract Documents by the Architect's approval of Shop
Drawings, Product Data or Samples under Subparagraph
2.3.18, unless the Contractor has specifically informed the
Architect and the Construction Manager in writing of
such deviation at the time of submission and the Archi-
tect has given written approval to the specific deviation.
The Contractor shall not be relieved from responsibility
for errors or omissions in the Shop Drawings, product
Data or Samples by the Architect's approval of them.
4.12.7 The Contractor shall direct specific attention, in
writing or on resubmitted Shop Drawings, Product Data
or Samples, to revisions other than those requested by the
Architect on previous submittals.
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4.12.8 No portion of the Work requiring submission of a
Shop Drawing, Product Data or Sample shall be com-
menced until the submittal has been approved by the
Architect as provided in Subparagraph 2.3.18. All such
portions of the Work shall be in accordance with ap-
proved submittals.
4.13 USE OF SITE
4.13.1 The Contractor shall confine operations at the site
to areas permitted by law, ordinances, permits and the
Contract Documents, and shall not unreasonably encum-
ber the site with any materials or equipment.
4.13.2 The Contractor shall coordinate all of the Contrac-
tor's operations with, and secure approval from, the Con-
struction Manager before using any portion of the site.
4.14 CUTTING AND PATCHING OF WORK
4.14.1 The Contractor shall be responsible for all cutting,
fitting or patching that may be required to complete the
Work or to make its several parts fit together properly.
4.14.2 The Contractor shall not damage or endanger any
portion of the Work or the work of the Owner or any
separate contractors by cutting, patching or otherwise
altering any work, or by excavation. The Contractor shall
not cut or otherwise alter the work of the Owner or any
separate contractor except with the written consent of the
Owner and of such separate contractor, The Contractor
shall not unreasonably withhold from the Owner or any
separate contractor consent to cutting or otherwise alter-
ing the'Work,
4.15 ClEANING UP
4.15.1 The Contractor shall at all times keep the premises
free from accumulation of waste materials or rubbish
caused by the Contractor's operations. At the completion
of the Work, the Contractor shall remove all the Contrac-
tor's waste materials and rubbish from and about the
Project as well as all the Contractor's tools, construction
equipment, machinery and surplus materials.
4.15.2 If the Contractor fails to clean up at the comple-
tion of the Work, the Owner may do so as provided in
Paragraph 3.4 and the cost thereof shall be charged to the
Contractor.
4.16 COMMUNICATIONS
4.16.1 The Contractor shall forward all communications
to the Owner and the Architect through the Construction
Manager.
4.17 ROYALTIES AND PATENTS
4.17.1 The Contractor shall pay all royalties and license
fees, shall defend all suits or claims for infringement of
any patent rights and shall save the Owner and the Con-
struction Manager harmless from loss on account thereof,
except that the Owner, or the Construction Manager as
the case may be, shall be responsible for all such loss
when a particular design, process or the product of a par-
ticular manufacturer or manufacturers is selected by such
person or such person's agent. If the Contractor, or the
Construction Manager as the case may be, has reason to
believe that the design, process or product selected is an
infringement of a patent, that party shall be responsible
for such loss unless such information is promptly given to
the others and also to the Architect.
4.18 INDEMNIFICATION
4.18.1 To the fullest extent permitted by law, the Con-
tractor shall indemnify and hold harmless the Owner, the
Architect, the Construction Manager, and thei I' agents and
employees from and against all claims, damages, losses
and expenses, including, but not limited to, attorneys'
fees arising out of or resulting from the performance of
the Work, provided that any such c1ai m, damage, loss or
expense (1) is attributable to bodily injury, sickness, dis-
ease or death, or to injury to or destruction of tangible
property (other than the Work itself) including the loss of
use resulting therefrom, and (2) is caused in whole or in
part by any negligent act or omission of the Contractor,
any Subcontractor, anyone directly or indirectly employed
by any of them or anyone for whose acts any of them
may be liable, regardless of whether or not it is caused
in part by a party indemnified hereunder. Such obligation
shall not be construed to negate, abridge or otherwise
reduce any other right or obligation of indemnity which
would otherwise exist as to any party or person described
in this Paragraph 4.18.
4.18.2 In any and all claims against the Owner, the Archi-
tect, the Construction Manager or any of thei I' agents or
employees by any employee of the Contractor, any Sub-
contractor, anyone di rectly or indi rectly employed by any
of them or anyone for whose acts any of them may be
liable, the indemnification obligation under this Para-
graph 4.18 shall not be limited in any way by any limita-
tion on the amount or type of damages, compensation or
benefits payable by or for the Contractor or any Sub-
contractor under workers' or workmen's compensation
acts, disability benefit acts or other employee benefit acts.
4.18.3 The obligations of the Contractor under this Para-
graph 4.18 shall not extend to the liability of the Architect
or the Construction Manager, thei I' agents or employees,
arising out of (1) the preparation or approval of maps,
drawings, opinions, reports, surveys, Change Orders, de-
signs or specifications, or (2) the giving of or the failure to
give directions or instructions by the Architect or the
Construction Manager, their agents or employees, pro-
vided such giving or failure to give is the primary cause
of the injury or damage.
ARTICLE 5
SUBCONTRACTORS
5.1 DEFINITION
5.1.1 A Subcontractor is a person or entity who has a
direct contract with the Contractor to perform any of the
Work at the site. The term Subcontractor means a Sub-
contractor or a Subcontractor's authorized representative.
The term Subcontractor does not include any separate
contractor or any separate contractor's subcontractors.
5.1.2 A Sub-subcontractor is a person or entity who has
a direct or indirect contract with a Subcontractor to per-
form any of the Work at the site. The term Sub-subcon-
tractor means a Sub-subcontractor or an authorized rep-
resentative thereof.
5.2 AWARDS OF SUBCONTRACTS AND OTHER
CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise required by the Contract Docu-
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WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
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 Man-
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 Work. The Construction Manager will
promptly reply to the Contractor in writing stating
whether or not the Owner, the Architect or the Con-
struction Manager, after due investigation, has reasonable
objection to 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
Owner, the Architect or the Construction Manager makes
reasonable objection to such substitution.
5.3 SUBCONTRACTUAL RELA liONS
5.3.1 By an appropriate agreement, written where legally
required for validity, the Contractor shall require each
Subcontractor, to the extent of the Work to be performed
by the Subcontractor, to 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 which the Contractor, by these Documents, assumes
toward the Owner, the Architect and the Construction
Manager. Said agreement shall preserve and protect the
rights of the Owner, the Architect and the Construction
Manager under the Contract Documents with respect to
the Work to be performed by the Subcontractor so that
the subcontracting thereof will not prejudice such rights,
and shall allow to the Subcontractor, unless specifically
provided otherwise in the Contractor-Subcontractor
Agreement, the benefit of all rights, remedies and redress
against the Contractor that the Contractor, by these Docu-
ments, has against the Owner. Where appropriate, the
Contractor shall require each Subcontractor to enter into
similar agreements with their Sub-subcontractors. The
Contractor shall 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
make 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 AND TO
AWARD SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to perform work re-
lated to the Project with the Owner's own forces, and to
award separate contracts in connection with other por-
tions of the Project or other work on the site under these
or similar Conditions of the Contract. If the Contractor
claims that delay, damage or additional cost is involved
because of such action by the Owner, the Contractor shall
make such claim as provided elsewhere in the Contract
Documents.
6.1.2 When separate contracts are awarded for 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 Manager and separate contractors reasonable
opportunity for the introduction and storage of their ma-
terials and equipment and the execution of their work,
and shall connect and coordinate the Work with theirs
as required by the Contract Documents.
6.2.2 If any part of the Contractor's Work depends for
proper execution or results upon the work of the Owner
or any separate contractor, the Contractor shall, prior to
proceeding with the Work, promptly report to the Con-
struction Manager any apparent discrepancies or defects
in such other work that render it unsuitable for such
proper execution and results. Failure of the Contractor so
to report shall constitute an acceptance of the Owner's
or separate contractor's work as fit and proper to receive
the Work, except as to defects which may subsequently
become apparent in such work by others.
6.2.3 Any costs caused by defective or ill-timed work
shall be borne by the party responsible therefor.
6.2.4 Should the Contractor wrongfully cause damage to
the work or property of the Owner, or to other work or
property on the site, the Contractor shall promptly rem-
edy such damage as provided in Subparagraph 10.2.5.
6.2.5 Should the Contractor wrongfully delay or cause
damage to the work or property of any separate contrac-
tor, the Contractor shall, upon due notice, promptly at-
tempt to settle with such other contractor by agreement,
or otherwise to resolve the dispute. If such separate con-
tractor sues or initiates an arbitration proceeding against
the Owner on account of any delay or damage alleged to
have been caused by the Contractor, the Owner shall
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WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
notify the Contractor who shall defend such proceedings
at the Owner's expense, and if any judgment or award
against the Owner arises therefrom, the Contractor shall
payor satisfy it and shall reimburse the Owner for all
attorneys' fees and court or arbitration costs which the
Owner has incurred.
6.3 OWNER'S RIGHT TO CLEAN UP
6.3.1 If a dispute arises between the Contractor and
separate contractors as to their responsibility for cleaning
up as required by Paragraph 4.15, the Owner may clean
up and charge the 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 SUCCESSORS AND ASSIGNS
7.2.1 The Owner and the Contractor, respectively, bind
themselves, their partners, successors, assigns and legal
representatives to the other party hereto and to the part-
ners, successors, assigns and legal representatives of such
other party with 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.
7.3 WRITTEN NOTICE
7.3.1 Written 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 was intended, or if delivered at or sent
by registered or certified mail to the last business address
known to the party giving the notice.
7.4 CLAIMS FOR DAMAGES
7.4.1 Should either party to the Contract suffer injury or
damage to person or property because of any act or omis-
sion of the other party or of any of the other party's
employees, agents or others for whose acts such party is
legally liable, claim shall be made in writing to such
other party within a reasonable time after the first observ-
ance of such injury or damage.
7.5 PERFORMANCE BOND AND LABOR AND
MATERIAL PAYMENT BOND
7.5.1 The Owner shall have the right to require the
Contractor to furnish bonds covering the faithful perform-
ance of the Contract and the payment of all obi igations
arising thereunder if and as required in the Bidding Doc-
uments or the Contract Documents.
7.6 RIGHTS AND REMEDIES
7.6.1 The duties and obligations imposed by the Con-
tract Documents and the rights and remedies available
thereunder shall be in addition to, and not a limitation of,
any duties, obligations, rights and remedies otherwise im-
posed or available by law.
7.6.2 No action or fail ure to act by the Owner, the Ar-
chitect, the Construction Manager or the Contractor shall
constitute a waiver of any right or duty afforded any of
them under the Contract, nor shall any such action or
failure to act constitute an approval of or acquiescence in
any breach thereunder, except as may be specifically
agreed in writing.
7.7 TESTS
7.7.1 If the Contract Documents, laws, ordinances, rules,
regulations or orders of any public authority having juris-
diction require any portion of the Work to be inspected,
tested or approved, the Contractor shall give the Architect
and the Construction Manager timely notice of its readi-
ness so the Architect and the Construction Manager 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-
wise provided, the Owner shall bear all costs of other in-
spections, tests or approvals.
7.7.2 If the Architect or the Construction Manager deter-
mines that any Work requires special inspection, testing
or approval which Subparagraph 7.7.1 does not include,
the Construction Manager will, upon written authoriza-
tion from the Owner, instruct the Contractor to order
such special inspection, testing or approval, and the Con-
tractor shall give notice as provided in Subparagraph
7.7.1. If such special inspection or testing reveals a failure
of the Work to comply with the requirements of the Con-
tract Documents, the Contractor shall bear all costs
thereof, including compensation for the Architect's and
the Construction Manager's additional services made nec-
essary by such failure; otherwise the Owner shall bear
such costs, and an appropriate Change Order shall be
issued.
7.7.3 Required certificates of inspection, testing or ap-
proval shall be secured by the Contractor and the Con-
tractor shall promptly deliver them to the Construction
Manager for transmittal to the Architect.
7.7.4 If the Architect or the Construction Manager wishes
to observe the inspections, tests or approvals required by
the Contract Documents, they will do so promptly and,
where practicable, at the sou rce of supply.
7.8 INTEREST
7.8.1 Payments due and unpaid under the Contract Doc-
uments shall bear interest from the date payment is due
at such rate as the parties may agree upon in writing or,
in the absence thereof, at the legal rate prevailing at the
place of the Project.
7.9 ARBITRATION
7.9.1 All claims, disputes and other matters in question
between the Contractor and the Owner arising out of or
relating to the Contract Documents or the breach thereof,
except as provided in Subparagraph 2.3.14 with respect
to the Architect's decisions on matters relating to artistic
effect, and except for claims which have been waived by
the making or acceptance of final payment as provided
by Subparagraphs 9.9.4 through 9.9.6, inclusive, shall be
decided by arbitration in accordance with the Construc-
tion Industry Arbitration Rules of the American Arbitra-
tion Association then obtaining unless the parties mutually
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CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINC;TON, D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
agree otherwise. No arbitration arising out of or relating
to the Contract Documents shall include, by consolida-
tion, joinder or in any other manner, the Architect, the
Construction Manager, their employees or consultants
except by written consent containing a specific reference
to the Owner-Contractor Agreement and signed by the
Architect, the Construction Manager, the Owner, the
Contractor and any other person sought to be joined. No
arbitration shall include by consolidation, joinder or in
any other manner, parties other than the Owner, the
Contractor and any other persons substantially involved
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 thi rd party to an arbitration whose interest or re-
sponsibility is insubstantial. Any consent to arbitration
involving an additional person or persons shall not con-
stitute consent to arbitration of any dispute not described
therein or with any person not named or described
therein. The foregoing agreement to arbitrate and any
other agreement to arbitrate with an additional person or
persons duly consented to by the parties to the Owner-
Contractor Agreement shall be specifically enforceable
under the prevailing arbitration law. The award rendered
by the arbitrators shall be final, and judgment may be en-
tered upon it in accordance with applicable law in any
court having jurisdiction thereof.
7.9.2 Notice of 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 shall be filed with the Architect and the
Construction Manager. The demand for arbitration shall
be made within the time limits specified in Subparagraph
2.3.15 where applicable, and in all other cases within a
reasonable time after the claim, dispute or other matter
in question has arisen; and in no event shall it be made
after the date when institution of legal or equitable pro-
ceedings based on such claim, dispute or other matter in
question would be barred by the applicable statute of
limitations.
7.9.3 Unless otherwise agreed in writing, the Contractor
shall carryon the Work and maintain its progress during
any arbitration proceedings, and the Owner shall con-
tinue to make payments to the Contractor in accordance
with the Contract Documents.
ARTICLE 8
TIME
8.1 DEFINITIONS
8.1.1 Unless otherwise provided, the Contract Time is
the period of time allotted in the Contract Documents for
Substantial Completion of the Work as defined in Sub-
paragraph 8.1.3, including authorized adjustments thereto.
8.1.2 The date of commencement of the Work is the
date established in a notice to proceed. If there is no no-
tice to proceed, it shall be such other date as may be
established in the Owner-Contractor Agreement or else-
where in the Contract Documents.
8.1.3 The Date of Substantial Completion of the Work
or designated portion thereof is the Date certified by the
Architect when construction is sufficiently complete, in
accordance with the Contract Documents, so that the
Owner or separate contractors can occupy or utilize the
Work or a designated portion thereof ~r the use for
which it is intended.
8.1.4 The Date of Substantial Completion of the Project
or designated portion thereof is the Date certified by the
Architect when construction is sufficiently complete so
the Owner can occupy or utilize the Project or designated
portion thereof for the use for which it was intended,
8.1.5 The term day as used in the Contract Documents
shall mean calendar day unless specifically designated
otherwise.
8.2 PROGRESS AND COMPLETION
8.2.1 All time limits stated in the Contract Documents
are of the essence of the Contract.
8.2.2 The Contractor shall begin the Work on the date
of commencement as defined in Subparagraph 8.1.2. The
Contractor shall carry the Work forward expeditiously
with adequate forces and shall achieve Substantial Com-
pletion of the Work within the Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contractor is delayed at any time in the
progress of the Work by any act or neglect of the Owner,
the Architect, the Construction Manager, any of their em-
ployees, any separate contractor employed by the Owner,
or by changes ordered in the Work, labor disputes, fire,
unusual delay in transportation, adverse weather condi-
tions not reasonably anticipatable, unavoidable casualties,
any causes beyond the Contractor's control, delay author-
ized by the Owner pending arbitration, or by any other
cause which the Construction Manager determines may
justify the delay, then the Contract Time shall be ex-
tended by Change Order for such reasonable time as the
Construction Manager may determine.
8.3.2 Any claim for extension of time shall be made in
writing to the Construction Manager not more than
twenty days after the commencement of the delay; other-
wise it shall be waived. In the case of a continuing delay
only one claim is necessary. The Contractor shall provide
an estimate of the probable effect of such delay on the
progress of the Work.
8.3.3 If no agreement is made stating the dates upon
which interpretations as provided in Subparagraph 2.3.11
shall be furnished, then no claim for delay shall be
allowed on account of failure to furnish such interpreta-
tions until fifteen days after written request is made for
them, and not then unless such claim is reasonable.
8.3.4 This Paragraph 8.3 does not exclude the recovery
of damages for delay by either party under other provi-
sions of the Contract Documents.
ARTICLE 9
PAYMENTS AND COMPLETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum is stated in the Owner-Contrac-
tor Agreement and, including authorized adjustments
thereto, is the total amount payable by the Owner to the
Contractor for the performance of the Work under the
Contract Documents.
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WARNING: l1MIeensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
9.2 SCHEDULE OF VALUES
9.2.1 Before the first Application for Payment, the Con-
tractor shall submit to the Construction Manager a
schedule of values allocated to the various portions of the
Work, prepared in such form and supported by such data
to substantiate its accuracy as the Architect and the Con-
struction Manager may require. This schedule, unless
objected to by the Construction Manager or the Architect,
shall be used only as a basis for the Contractor's Applica-
tions for Payment.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least fifteen days before the date for each
progress payment established in the Owner-Contractor
Agreement, the Contractor shall submit to the Construc-
tion Manager an itemized Application for Payment, notar-
ized if required, supported by such data substantiating
the Contractor's right to payment as the Owner, the Ar-
chitect or the Construction Manager may require, and re-
flecting retainage, if any, as provided elsewhere in the
Contract Documents. The Construction Manager will as-
semble the Application with similar applications from
other contractors on the Project into a combined Project
Application for Payment and forward it with recommen-
dations to the Architect within seven days.
9.3.2 Unless otherwise provided in the Contract Docu-
ments, payments will be made on account of materials or
equipment not incorporated in the Work but delivered
and suitably stored at the site and, if approved in advance
by the Owner, payments may similarly be made for mate-
rials or equipment suitably stored at some other loca-
tion agreed upon in writing. Payments for materials or
equipment stored on or off the site shall be conditioned
upon submission by the Contractor of bills of sale or
such other procedures satisfactory to the Owner to estab-
lish the Owner's title to such materials or equipment or
otherwise protect the Owner's interest, including applica-
ble insurance and transportation to the site for those
materials and equipment stored off the site.
9.3.3 The Contractor warrants that title to all Work,
materials and equipment covered by an Application for
Payment will pass to the Owner either by incorporation
in the construction or upon receipt of payment by the
Contractor, whichever occurs first, free and clear of all
liens, claims, security interests or encumbrances, herein-
after referred to in this Article 9 as "liens"; and that no
Work, materials or equipment covered by an Application
for Payment will have been acquired by the Contractor,
or by any other person performing Work at the site or
furnishing materials and equipment for the Project, sub-
ject to an agreement under which an interest therein or
an encumbrance thereon is retained by the seller or oth-
erwise imposed by the Contractor or such other person.
9.4 CERTIFICATES FOR PAYMENT
9.4.1 The Architect will, within seven days after the re-
ceipt of the Project Application for Payment with the rec-
ommendations of the Construction Manager, review the
Project Application for Payment and either issue a Project
Certificate for Payment to the Owner with a copy to the
Construction Manager for distribution to the Contractor
for such amounts as the Architect determines are prop-
erly due, or notify the Construction Manager in writing of
the reasons for withholding a Certificate as provided in
Subparagraph 9.6.1. Such notification will be forwarded
to the Contractor by the Construction Manager.
9.4.2 The issuance of a Project Certificate for Payment
will constitute a representation by the Architect to the
Owner that, based on the Architect's observations at the
site as provided in Subparagraph 2.3.4 and the data com-
prising the Project Application for Payment, the Work has
progressed to the point indicated; that, to the best of the
Architect's knowledge, information and belief, the quality
of the Work is in accordance with the Contract Docu-
ments (subject to an evaluation of the Work for conform-
ance with the Contract Documents upon Substantia'
Completion of the Work, to the results of any subsequent
tests required by or performed under the Contract Docu-
ments, to minor deviations from the Contract Documents
correctable prior to completion, and to any specific quali-
fications stated in the Certificate); and that the Contrac-
tor is entitled to payment in the amount certified. How-
ever, by issuing a Project Certificate for Payment, the Ar-
chitect shall not thereby be deemed to represent that the
Architect has made exhaustive or continuous on-site in-
spections to check the quality or quantity of the Work,
has reviewed the construction means, methods, tech-
niques, sequences or procedures, or has made any exam-
ination to ascertain how or for what purpose the Contrac-
tor has used the monies previously paid on account of the
Contract Sum,
9.5 PROGRESS PAYMENTS
9.5.1 After the Architect has issued a Project Certificate
for Payment, the Owner shall make payment in the man-
ner and.within the time provided in the Contract Docu-
ments.
9.5.2 The Contractor shall promptly pay each Subcon-
tractor upon receipt of payment from the Owner, out of
the amount paid to the Contractor on account of such
Subcontractor's Work, the amount to which said Subcon-
tractor is entitled, reflecting the percentage actually re-
tained, if any, from payments to the Contractor on ac-
count of such Subcontractor's Work. The Contractor shall,
by an appropriate agreement with each Subcontractor,
require each Subcontractor to make payments to their
Sub-subcontractors in similar manner.
9.5.3 The Architect may, on request and at the Archi-
tect's discretion, furnish to any Subcontractor, if prac-
ticable, information regarding the percentages of com-
pletion or the amounts applied for by the Contractor and
the action taken thereon by the Architect on account of
Work done by such Subcontractor.
9.5.4 Neither the Owner, the Architect nor the Construc-
tion Manager shall have any obligation to payor to see to
the payment of any monies to any Subcontractor except
as may otherwise be required by law.
9.5.5 No certification of a progress payment, any prog-
ress payment, or any partial or entire use or occupancy
of the Project by the Owner, shall constitute an accept-
ance of any Work not in accordance with the Contract
Documents.
9.6 PAYMENTS WITHHELD
9.6.1 The Architect, following consultation with the
Construction Manager, may decline to certify payment
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CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE. N.W., WASHINGTON, D.C. 2000&
WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject to legal prosecution.
and may withhold the Certificate in whole or in part to
the extent necessary to reasonably protect the Owner, if,
in the Architect's opinion, the Architect is unable to make
representations to the Owner as provided in Subpara-
graph 9.4.2. If the Architect is unable to make representa-
tions to the Owner as provided in Subparagraph 9.4.2,
and to certify payment in the amount of the Project Ap-
plication, the Architect will notify the Construction Man-
ager as provided in Subparagraph 9.4.1. If the Contractor
and the Architect cannot agree on a revised amount, the
Architect will promptly issue a Project Certificate for Pay-
ment for the amount for which the Architect is able to
make such representations to the Owner. The Architect
may also decline to certify payment or, because of subse-
quently discovered evidence or subsequent observations,
the Architect may nullify the whole or any part of any
Project Certificate 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 defective Work not remedied;
.2 third party claims filed or reasonable evidence in-
dicating probable filing of such claims;
.3 failure of the Contractor to make payments prop-
erly to Subcontractors, or for labor, materials or
equipment;
.4 reasonable evidence that the Work cannot be com-
pleted for the unpaid balance of the Contract Sum;
.5 damage to the Owner or another contractor;
.6 reasonable evidence that the Work will not be
completed within the Contract Time; or
.7 persistent failure to carry out the Work in accord-
ance with the Contract Documents.
9.6.2 When the grounds in Subparagraph 9.6.1 above
are removed, payment shall be made for amounts with-
held because of them.
9.7 FAILURE OF PAYMENT
9.7.1 If the Construction Manager should fail to issue
recommendations within seven days of receipt of the
Contractor's Application for Payment, or if, through no
fault of the Contractor, the Architect does not issue a
Project Certificate for Payment within seven days after
the Architect's receipt of the Project Application for Pay-
ment, or if the Owner does not pay the Contractor within
seven days after the date established in the Contract Doc-
uments any amount certified by the Architect or awarded
by arbitration, then the Contractor may, upon seven addi-
tional days' written notice to the Owner, the Architect
and the Construction Manager, stop the Work until pay-
ment of the amount owing has been received. The Con-
tract Sum shall be increased by the amount of the Con-
tractor's reasonable costs of shut-down, delay and start-
up, which shall be effected by appropriate Change Order
in accordance with Paragraph 12.3.
9.8 SUBSTANTIAL COMPLETION
9.8.1 When the Contractor considers that the Work, or a
designated portion thereof which is acceptable to the
Owner, is substantially complete as defined in Subpara-
graph 8.1.3, the Contractor shall prepare for the Construc-
tion Manager a list of items to be completed or cor-
rected. The failure to include any items on such list does
not alter the responsibility of the Contractor to complete
all Work in accordance with the Contract Documents.
When the Architect, on the basis of inspection and con-
sultation with the Construction Manager, determines that
the Work or designated portion thereof is substantially
complete, the Architect wi II then prepare a Certificate of
Substantia' Completion of the Work which shall establish
the Date of Substantial Completion of the Work, shall
state the responsibilities of the Owner and the Contractor
for security, maintenance, heat, utilities, damage to the
Work and insurance, and shall fix the time within which
the Contractor shall complete the items listed therein.
The Certificate of Substantial Completion of the Work
shall be submitted to the Owner and the Contractor for
their written acceptance of the responsibilities 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 and certification by the Architect, the Owner shall
make payment, reflecting adjustment in retainage, if any,
for such Work or portion thereof as provided in the Con-
tract Documents.
9.8.3 When the Architect, on the basis of inspections,
determines that the Project or designated portion thereof
is substantially complete, the Architect will then prepare
a Certificate of Substantial Completion of the Project
which shall establish the Date of Substantial Completion
of the Project and fix the time within which the Contrac-
tor shall complete any uncompleted items on the Certif-
icate of Substantial Completion of the Work.
9.8.4 Warranties required by the Contract Documents
shall commence on the Date of Substantial Completion of
the Project or designated portion thereof unless other-
wise provided in the Certificate of Substantial Comple-
tion of the Work or designated portion thereof.
9.9 FINAL COMPLETION AND FINAL PAYMENT
9.9.1 Following the Architect's issuance of the Certificate
of Substantial Completion of the Work or designated por-
tion thereof, and the Contractor's completion of the
Work, the Contractor shall forward to the Construction
Manager a written notice that the Work is ready for final
inspection and acceptance, and shall also forward to the
Construction Manager a final Application for Payment.
Upon receipt, the Construction Manager will make the
necessary evaluations and forward recommendations to
the Architect who will promptly make such inspection.
When the Architect finds the Work acceptable under
the Contract Documents and the Contract fully per-
formed, the Architect will issue a Project Certificate for
Payment which will approve the final payment due the
Contractor. This approval will constitute a representation
that, to the best of the Architect's knowledge, informa-
tion and belief, and on the basis of observations and in-
spections, the Work has been completed in accordance
with the Terms and Conditions of the Contract Docu-
ments and that the enti re balance found to be due the
Contractor, and noted in said Certificate, is due and pay-
able. The Architect's approval of said Project Certificate
for Payment will constitute a further representation that
the conditions precedent to the Contractor's being en-
titled to final payment as set forth in Subparagraph 9.9.2
have been fulfilled.
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A201/CM -1980 16
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9.9.2 Neither the final payment nor the remaining retain-
age shall become due until the Contractor submits to the
Architect, through the Construction Manager, (1) an affi-
davit that all payrolls, bills for materials and equipment,
and other indebtedness connected with the Work for
which the Owner or the Owner's property might in any
way be responsible, have been paid or otherwise satis-
fied, (2) consent of surety, if any, to final payment, and
(3) if required by the Owner, other data establishing pay-
ment or satisfaction of all such obligations, such as re-
ceipts, releases and waivers of liens arising out of the
Contract, to the extent and in such form as may be desig-
nated by the Owner. If any Subcontractor refuses to fur-
nish a release or waiver required by the Owner, the Con-
tractor may furnish a bond satisfactory to the Owner to
indemnify the Owner against any such lien. If any such
lien remains unsatisfied after all payments are 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 attorneys' fees.
9.9.3 If, after Substantial Completion of the Work, final
completion thereof is materially delayed through no fault
of the Contractor or by the issuance of Change Orders
affecting final completion, and the Construction Manager
so confirms, the Owner 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. If 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-
sent of the surety to the payment of the balance due for
that portion of the Work fully completed and accepted
shall be submitted by the Contractor to the Construction
Manager prior to certification of such payment. Such pay-
ment shall be made under the Terms and Conditions gov-
erning final payments, except that it shall not constitute a
waiver of claims.
9.9.4 The making of final payment shall, after the Date
of Substantial Completion of the Project, constitute a
waiver of all claims by the Owner except those arising
from:
.1
.2
unsettled liens;
faulty or defective Work appearing after Substan-
tial Completion of the Work;
.3 failure of the Work to comply with the require-
ments of the Contract Documents; or
.4 terms of any special warranties required by the
Contract Documents.
"-9.9.5 The acceptance of final payment shall, after the
Date of Substantial Completion of the Project, constitute
a waiver of all claims by the Contractor except those
previously made in writing and identified by the Contrac-
tor as unsettled at the time of the final Application for
Payment.
9.9.6 All provisions of this Agreement, including with-
out limitation those establishing obligations and proce-
dures, shall remain in full force and effect notwithstand-
ing the making or acceptance of final payment prior to
the Date of Substantial Completion of the Project.
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
10.1 SAFETY PRECAUTIONS AND PROGRAMS
10.1.1 The Contractor shall be responsible for initiating,
maintaining and supervising all safety precautions and
programs in connection with the Work.
10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take all reasonable precau-
tions for the safety of, and shall provide all reasonable
protection to prevent damage, injury or loss to:
.1 all employees on the Work and all other persons
who may be affected thereby;
.2 all the Work and all materials and equipment to
be incorporated therein, whether in storage on or
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 adjacent thereto, in-
cluding trees, shrubs, lawns, walks, pavements,
roadways, structures and utilities not designated
for removal, relocation or replacement in the
course of construction; and
.4 the work of the Owner or other separate contrac-
tors.
10.2.2 The Contractor shall give all notices and comply
with all applicable laws, ordinances, rules, regulations
and lawful orders of any public authority bearing on the
safety of persons or property or thei r protection from
damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as re-
quired by existing conditions and the progress of the
Work, all reasonable safeguards for safety and protection,
including posting danger signs and other warnings against
hazards, promulgating safety regulations and notifying
owners and users of adjacent utilities.
10.2.4 When the use or storage of explosives or other
hazardous materials or equipment is necessary for the
execution of the Work, the Contractor shall exercise the
utmost care and shall carryon such activities under the
supervision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy all damage
or loss (other than damage or loss insured under Para-
graph 11.3) to any property referred to in Clauses 10.2.1.2
and 10.2.1.3 caused in whole or in part by the Contrac-
tor, any Subcontractor, any Sub-subcontractor, anyone di-
rectly or indirectly employed by any of them, or by any-
one for whose acts any of them may be liable, and for
which the Contractor is responsible under Clauses 10.2.1.2
and 10.2.1.3, except damage or loss attributable to the
acts or omissions of the Owner, the Architect, the Con-
struction Manager or anyone di rectly or indi rectly em-
ployed by any of them, or by anyone for whose acts any
of them may be liable, and not attributable to the fault
or negligence of the Contractor. The foregoing obliga-
tions of the Contractor are in addition to the Contractor's
obligations under Paragraph 4.18.
10.2.6 The Contractor shall designate a responsible
member of the Contractor's organization at the site
whose duty 'shall be the prevention of accidents. This
person shall be the Contractor's superintendent unless
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AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE.. NW., WASHINGTON, D.C. 2000h
WARNING: Unlicensed photocopying violates U.S. copyright laws and Is subject fa legal prosecution.
otherwise designated by the Contractor in writing to the
Owner and the Construction Manager.
10.2.7 The Contractor shall not load or permit any part
of the Work to be loaded so as to endanger its safety.
10.3 EMERGENCIES
10.3.1 In any emergency affecting the safety of persons
or property the Contractor shall act, at the Contractor's
discretion, to prevent threatened damage, injury or loss.
Any additional compensation or extension of time
claimed by the Contractor on account of emergency
work shall be determined as provided in Article 12 for
Changes in the Work.
ARTICLE 11
INSURANCE
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase and maintain insur-
ance for protection from the c1ai ms set forth below which
may arise out of or result from the Contractor's opera-
tions under the Contract, whether such operations be. by
the Contractor or by any Subcontractor, or by anyone di-
rectly or indirectly employed by any of them, or by any-
one for whose acts any of them may be liable:
.1 claims under workers' or workmen's compensa-
tion, disability 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;
.4 claims for damages insured by usual personal in-
jury liability coverage which are sustained (1) by
any person as a result of an offense directly or
indirectly related to the employment of such per-
son by the Contractor, or (2) by any other person;
.5 claims for damages, other than to the Work itself,
because of injury to or destruction of tangible
property, including loss of use resulting therefrom;
and
.6 claims for damages because of bodily injury or
death of any person or property damage arising
out of the ownership, maintenance or use of any
motor vehicle,
11.1.2 The insurance required by Subparagraph 11.1.1
shall be written for not less than any limits of liability
specified in the Contract Documents or required by law,
whichever is greater.
11.1.3 The insurance required by Subparagraph 11.1.1
shall include contractual liability insurance applicable to
the Contractor's obligations under Paragraph 4.18.
11.1.4 Certificates of Insurance acceptable to the Owner
shall be submitted to the Construction Manager for trans-
mittal to the Owner prior to commencement of the Work.
These Certificates shall contain a provision that coverages
afforded under the policies will not be canceled until at
least thirty days' prior written notice has been given to
the Owner.
11.2 OWNER'S LIABILITY INSURANCE
11.2.1 The Owner shall be responsible for purchasing
and maintaining Owner's liability insurance and, at the
Owner's option, may purchase and maintain insurance
for protection against claims which may arise from
operations under the Contract.
11.3 PROPERTY INSURANCE
11.3.1 Unless otherwise provided, the Owner shall pur-
chase and maintain property insurance upon the entire
Work at the site to the full insurable value thereof. This
insurance shall include the interests 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 coverage 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 Work, the Owner shall inform the
Contractor in writing prior to commencement of the
Work. The Contractor may then effect insurance which
will protect the interests of the Contractor, the Contrac-
tor's Subcontractors and the Sub-subcontractors jn the
Work, and by appropriate Change Order the cost thereof
shall be charged to the Owner. If the Contractor is dam-
aged by failure of the Owner to purchase or maintain
such insurance and to so notify the Contractor, then the
Owner shall bear all reasonable costs properly attributa-
ble thereto. If not covered under the all risk insurance
or otherwise provided in the Contract Documents, the
Contractor shall effect and maintain similar property in-
su rance on portions of the Work stored off the site or in
transit when such portions of the Work are to be in-
cluded in an Application for Payment under Subpara-
graph 9.3.2.
11.3.2 The Owner shall purchase and maintain such
boiler and machinery insurance as may be required by
the Contract Documents or by law. This insurance shall
include the interests of the Owner, the Construction Man-
ager, the Contractor, Subcontractors and Sub-subcontrac-
tors in the Work.
11.3.3 Any loss insured under Subparagraph 11.3.1 is to
be adjusted with the Owner and made payable to the
Owner as trustee for the insureds, as their interests may
appear, subject to the requirements of any applicable
mortgagee clause and of Subparagraph 11.3.8. The Con-
tractor shall pay each Subcontractor a just share of any
insurance monies received by the Contractor, and by ap-
propriate agreement, written where legally required for
validity, shall require each Subcontractor to make pay-
ments to their Sub-subcontractors in similar manner.
11.3.4 The Owner shall file a copy of all policies with
the Contractor before an exposure to loss may occur.
11.3.5 If the Contractor requests in writing that insur-
ance for risks other than those described in Subpara-
graphs 11.3.1 and 11.3.2, or other special hazards, be
included in the property insurance policy, the Owner
shall, if possible, include such insurance, and the cost
thereof shall be charged to the Contractor by appropriate
Change Order.
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW. WASHINGTON, D.C. 20006
A201/CM -1980 18
WARNING: Unlicensed photocopying violates U.S. COPYright laws and is subject to legal prosecution.
11.3.6 The Owner and the Contractor waive all rights
against (1) each other and the Subcontractors, Sub-sub-
contractors, agents and employees of each other, and (2)
the Architect, the Construction Manager and separate con-
tractors, if any, and their subcontractors, sub-subcontrac-
tors, agents and employees, for damages caused by fire or
other perils to the extent covered by insurance obtained
pursuant to this Paragraph 11.3 or any other property in-
surance applicable to the Work, except such rights as
they may have to the proceeds of such insurance held
by the Owner as trustee. The foregoing waiver afforded
the Architect, the Construction Manager, their agents and
employees shall not extend to the liability imposed by
Subparagraph 4.18.3. The Owner or the Contractor, as
appropriate, shall require of the Architect, the Construc-
tion Manager, separate contractors, Subcontractors and
Sub-subcontractors by appropriate agreements, written
where legally required for validity, similar waivers each
in favor of all other parties enumerated in this Sub-
paragraph 11.3.6.
11.3.7 If required in writing by any party in interest, the
Owner as trustee shall, upon the occurrence of an in-
sured loss, give bond for the proper performance of the
Owner's duties. The Owner shall deposit in a separate
account any money so received, and shall distribute it in
accordance with such agreement as the parties in interest
may reach, or in accordance with an award by arbitration
in which case the procedure shall be as provided in Para-
graph 7.9. If after such loss no other special agreement
is made, replacement of damaged Work shall be covered
by an appropriate Change Order.
11.3.8 The Owner, as trustee, shall have power to adjust
and settle any loss with the insurers unless one of the
parties in interest shall object, in writing within five days
after the occurrence of loss, to the Owner's exercise of
this power, and if such objection be made, arbitrators
shall be chosen as provided in Paragraph 7.9. The Owner
as trustee shall, in that case, make settlement with the
insurers in accordance with the directions of such arbi-
trators. If distribution of the insurance proceeds by arbi-
tration is required, the arbitrators will direct such dis-
tribution.
11.3.9 If the Owner finds it necessary to occupy or use
a portion or portions of the Work prior to Substantial
Completion thereof, such occupancy shall not commence
prior to a time mutually agreed to by the Owner and the
Contractor and to which the insurance company or com-
panies providing the property insurance have consented
by endorsement to the policy or policies. This insurance
shall not be canceled or lapsed on account of such partial
occupancy. Consent of the Contractor and of the insur-
ance company or companies to such occupancy or use
shall not be unreasonably withheld.
11.4 LOSS OF USE INSURANCE
11.4.1 The Owner, at the Owner's option, may purchase
and maintain insurance for protection against loss of use
of the Owner's property due to fire or other hazards,
however caused. The Owner waives all rights of action
against the Contractor for loss of use of the Owner's
property, including consequential losses due to fire or
other hazards however caused, to the extent covered by
insurance under this Paragraph 11.4.
ARTICLE 12
CHANGES IN THE WORK
12.1 CHANGE ORDERS
12.1.1 A Change Order is a written order to the Con-
tractor signed to show the recommendation of the Con-
struction Manager, the approval of the Architect and the
authorization of the Owner, issued after execution of the
Contract, authorizing a change in the Work or an adjust-
ment in the Contract Sum or the Contract Time. The
Contract Sum and the Contract Time may be changed
only by Change Order. A Change Order signed by the
Contractor indicates the Contractor's agreement there-
with, including the adjustment in the Contract Sum or
the Contract Time.
12.1.2 The Owner, without invalidating the Contract,
may order changes in the Work within the general scope
of the Contract consisting of additions, deletions or other
revisions, the Contract Sum and the Contract Time being
adjusted accordingly. All such changes in the Work shall
be authorized by Change Order, and shall be performed
under the applicable conditions of the Contract Docu-
ments.
12.1.3 The cost or credit to the Owner resulting from a
change in the Work shall be determined in one or more
of the following ways:
.1 by mutual acceptance of a lump sum properly
itemized and supported by sufficient substantiating
data to permit evaluation;
.2 by unit prices stated in the Contract Documents or
subsequently agreed upon;
.3 by cost to be determined in a manner agreed upon
by the parties and a mutually acceptable fixed or
percentage fee; or
.4 by the method provided in Subparagraph 12.1.4.
12.1.4 If none of the methods set forth in Clauses
12.1.3.1,12.1.3.2 or 12.1.3.3 is agreed upon, the Contrac-
tor, provided a written order signed by the Owner is re-
ceived, shall promptly proceed with the Work involved.
The cost of such Work shall then be determined by the
Architect, after consultation with the Construction Man-
ager, on the basis of the reasonable expenditures and
savings of those performing the Work attributable to the
change, including, in the case of an increase in the Con-
tract Sum, a reasonable allowance for overhead and
profit. In such case, and also under Clauses 12.1.3.3 and
12.1.3.4 above, the Contractor shall keep and present, in
such form as the Owner, the Architect or the Construc-
tion Manager may prescribe, an itemized accounting to-
gether with appropriate supporting data for inclusion in
a Change Order. Unless otherwise provided in the Con-
tract Documents, cost shall be limited to the following:
cost of materials, including sales tax and cost of delivery;
cost of labor, including social security, old age and
unemployment insurance, and fringe benefits required by
agreement or custom; workers' or workmen's compensa-
tion insurance; bond premiums; rental value of equip-
ment and machinery; and the additional costs of super-
vision and field office personnel di rectly attributable to
the change. Pending final determination of cost to the
Owner, payments on account shall be made on the Ar-
chitect's approval of a Project Certificate for Payment.
19 A201/CM -1980
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHil ECTS, 1735 NEW YORK AVE, N.W., WASHINGTON, D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
The amount 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
overhead and profit shall be figured on the basis of the
net increase, if any, with respect to that change.
12.1.5 If unit prices are stated in the Contract Docu-
ments or subsequently agreed upon, and if the quantities
originally contemplated are so changed in a proposed
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 adjusted.
12.2 CONCEALED CONDITIONS
12.2.1 Should concealed conditions encountered in the
performance of the Work below the surface of the ground
or should concealed or unknown conditions in an existing
structure be at variance with the conditions indicated by
the Contract Documents, or should unknown physical
conditions below the surface of the ground or should
concealed or unknown conditions in an existing struc-
ture of an unusual nature, differing materially from those
ordinarily encountered and generally recognized as in-
herent in work of the character provided for in this Con-
tract, be encountered, the Contract Sum shall be equita-
bly 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 Manager written no-
tice thereof within twenty days after the occurrence of
the event giving rise to such claim. This notice shall be
given by the Contractor before proceeding to execute the
Work, except in an emergency endangering life or prop-
erty in which case the Contractor shall proceed in ac-
cordance with Paragraph 10.3. No such claim shall be
valid unless so made. If the Owner and the Contractor
cannot agree on the amount of the adjustment in the
Contract Sum, it shall be determined by the Architect
after consultation with the Construction Manager. Any
change in the Contract Sum resulting from such claim
shall be authorized by Change Order.
12.3.2 If the Contractor claims that additional cost is in-
volved because of, but not limited to, (1) any written in-
terpretation pursuant to Subparagraph 2.3.11, (2) any or-
der by the Owner to stop the Work pursuant to Para-
graph 3.3 where the Contractor was not at fault, or any
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) failure of
payment by the Owner pursuant to Paragraph 9.7, the
Contractor shall make such claim as provided in Sub-
paragraph 12.3.1.
12.4 MINOR CHANGES IN THE WORK
12.4.1 The Architect will have authority to order minor
changes in the Work not involving an adjustment in the
Contract Sum or extension of the Contract Time and not
inconsistent with the intent of the Contract Documents.
Such changes shall be effected by written order issued
through the Construction Manager, and shall be binding
on the Owner and the Contractor. The Contractor shall
carry out such written orders promptly.
ARTICLE 13
UNCOVERING AND CORRECTION OF WORK
13.1 UNCOVERING OF WORK
13.1.1 If any portion of the Work should be covered
contrary to the request of the Architect or the Construc-
tion Manager, or to requirements specifically expressed in
the Contract Documents, it must, if required in writing by
either, be uncovered for their observation and shall be
replaced at the Contractor's expense.
13.1.2 If any other portion of the Work has been cov-
ered which the Architect or the Construction Manager
has not specifically requested to observe prior to its being
covered, either may request to see such Work and it shall
be uncovered by the Contractor. If such Work be found
in accordance with the Contract Documents, the cost of
uncovering and replacement shall, by appropriate Change
Order, be charged to the Owner. If such Work be found
not in accordance with the Contract Documents, the
Contractor shall pay such costs unless it be found that
this condition was caused by the Owner or a separate
contractor as provided in Article 6, in which event the
Owner shall be responsible for the payment of such costs.
13.2 CORRECTION OF WORK
13.2.1 The Contractor shall promptly correct all Work
rejected by the Architect or the Construction Manager as
defective or as failing to conform to the Contract Docu-
ments whether observed before or after Substantial Com-
pletion of the Project and whether or not fabricated, in-
stalled or completed. The Contractor shall bear all costs
of correcting such rejected Work, including compensa-
tion for the Architect's and the Construction Manager's
additional services made necessary thereby.
13.2.2 If, within one year after the Date of Substantial
Completion of the Project or designated portion thereof,
or within one year after acceptance by the Owner of
designated equipment, or within such longer period of
time as may be prescribed by law or by the terms of any
applicable special warranty required by the Contract Docu-
ments, any of the Work is found to be defective or not in
accordance with the Contract Documents, the Contractor
shall correct it promptly after receipt of a written notice
from the Owner to do so unless the Owner has previ-
ously given the Contractor a written acceptance of such
condition. This obligation shall survive both final payment
for the Work or designated portion thereof and termina-
tion of the Contract. The Owner shall give such notice
promptly after discovery of the condition.
13.2.3 The Contractor shall remove from the site all
portions of the Work which are defective or nonconform-
ing and which have not been corrected under Subpara-
graphs 4.5.1, 13.2.1 and 13.2.2, unless removal is waived
by the Owner.
13.2.4 If the Contractor fails to correct defective or non-
conforming Work as provided in Subparagraphs 4.5.1,
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE. N.W. WASHINGTON, D.C. 20006
A201/CM -1980 20
WARNING: Ui'iltcensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
13.2.1 and 13.2.2, the Owner may correct it in accordance
with Paragraph 3.4.
13.2.5 If the Contractor does not proceed with the cor-
rection of such defective or nonconforming Work within
a reasonable time fixed by written notice from the Archi-
tect issued through the Construction Manager, the Owner
may remove 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 any other obligation which the Contractor might have
under the Contract Documents, including Paragraph 4.5
hereof. The establishment of the time periods noted in
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 estab-
lish the Contractor's liability with respect to the Contrac-
tor's obligations other than specifically to correct the
Work.
13.3 ACCEPTANCE OF DEFECTIVE OR
NONCONFORMING WORK
13.3.1 If the Owner prefers to accept defective or non-
conforming Work, the Owner may do so instead of requir-
ing its removal and correction, in which case a Change
Order will be issued to reflect a reduction in the Contract
Sum where appropriate and equitable. Such adjustment
shall be effected whether or not final payment 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 Work should be
stopped 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 Work executed
and for any proven loss sustained upon any materials,
equipment, tools, construction equipment and machinery,
i ncl uding reasonable profit and damages.
14.2 TERMINATION BY THE OWNER
14.2.1 If the Contractor is adjudged a bankrupt, or
makes a general assignment for the benefit of creditors,
or if a receiver is appointed on account of the Contrac-
tor's insolvency, or if the Contractor persistently or re-
peatedly refuses or fails, except in cases for which exten-
sion of time is provided, to supply enough properly
skilled workers or proper materials, or fails to make
prompt payment to Subcontractors or for materials or
labor, or persistently disregards laws, ordinances, rules,
regulations or orders of any public authority having juris-
tion, or otherwise is guilty of a substantial violation of a
provision of the Contract Documents, and fails within
seven days after receipt of written notice to commence
and continue correction of such default, neglect or viola-
tion with diligence and promptness, the Owner, upon
certification by the Architect after consultation with the
Construction Manager that sufficient cause exists to justify
such action, may, after seven days following receipt by
the Contractor of an additional written notice and with-
out prejudice to any other remedy the Owner 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
such 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-
ceeds the costs of finishing the Work, including compen-
sation for the Architect's and the Construction Manager's
additional services made necessary thereby, such excess
shall be paid to the Contractor. If such costs exceed the
unpaid balance, the Contractor shall pay the difference
to the Owner. The amount to be paid to the Contractor
or to the Owner, as the case may be, shall be certified by
the Architect, upon application, in the manner provided
in Paragraph 9.4, and this obligation for payment shall
survive the termination of the Contract.
21 A201/CM -1980
AlA DOCUMENT A201/CM . GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION . JUNE 1980 EDITION . AIA@ . @ 1980 . THE
AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVE., NW., WASHINGTON, D.C. 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
_._- _.--- ~ --~ -.. - -
.-.,. ,.___"",_, "__' ._~#__ '_'__"0-_' ,."-"_
..
.... ..- -.---.'"-'--..----.---..-.....
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 di~ensions on drawings,
and any discrepancies found shall be brought to the
attention of the A/E through the CM.
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 1
4. Add new subparagraph 1.2.5 as follows:
"Where on any of the drawings a portion of the Work is drawn
out and the remainder is indicated in outline, the parts
drawn out shall also apply to all other like portions of the
Work."
5. Add new subparagraph 1.3.2 as follows:
"Unless otherwise provided in the Contract Documents, the
Trade Contractor will be furnished, free of charge, all
copies of Drawings and Specifications reasonably necessary
for the execution of the Work."
ARTICLE 2
1. Subparagraph 2.2.1 - after the word "representative", add:
"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 - after 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 brinq his operations up to
schedule, all at no additional cost to the Owner."
4. subparagraph 2.3.15 - delete in its entirety.
5. subparagraph 2.3.18 - delete the word "reasonable" in the
sixth (6th) line. After the word "promptness", add
"consistent with the constraints of the project schedule so
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 ..
1. subparagraph 4.1.1 - delete in its entirety and insert the
following:
"The Contractor is the same person or entity identified as
the Trade Contractor. A Trade Contractor is the person or
entity identified as such in the Agreement between the Owner
or Construction Manager and a Trade Contractor. The term
Trade Contractor includes one who furnishes material worked
to a special design but does not include one who furnishes
material not so worked and is referred to throughout the
Contract Documents as if singular in number and masculine in
gender. The term Trade Contractor means the Trade
Contractor or his authorized representative. II
2. Add new subparagraph 4.4.3 as follows:
tiThe Contractor is responsible for the conduct of his
employees at all times. Misconduct, destruction of
property, unsafe practices, or violation of any Federal or
state regulations including abuse of alcohol or drugs, will
be cause for permanent dismissal from the project. If any
Contractor employee is determined to be detrimental to the
Project, as deemed by the Construction Manager, the
Contractor will remove and/or replace the employee at the
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 3
request of the Construction Manager. Employees dismissed
from the project will be transported from the jobsite at the
Contractor's expense."
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:
"The Trade Contractor shall be responsible for complete,
timely and accurate field measurements as necessary for
proper coordination, fabrication and installation of his
materials and equipment. The Trade Contractor agrees to
cooperate with the Construction Manager, if required, to
accommodate any discovered variations or deviations from the
Drawings and Specifications so that the progress of the Work
is not adversely affected."
5. Subparagraph 4.9.1 - add the following sentence:
liThe superintendent shall be satisfactory to the
Construction Manager and shall not be changed except with
the consent of the Construction Manager, unless the
superintendent proves to be unsatisfactory to the Trade
Contractor or ceases to be in his employ."
6. Subparagraph 4.10.1 - add the following sentence:
"This schedule, to be submitted within three (3) days after
Contract Award, shall indicate the dates for the starting
and completion of the various stages of construction, shall
be revised as required by the conditions of the Work, and
shall be subject to the Construction Manager's approval."
7. Add new subparagraph 4.10.2:
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 GENERAL CONDITIONS (ADD. 2)
00805 -
submit data on substitute materials through the Construction
Manager to the Architect/Engineer for approval by the
Owner. II
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.lI
13. Add new subparagraph 4.16.2:
liThe 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
.'
-~'
-1;',
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."
03/02/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 6)
00805 -5a
16. Subparagraph 4.18.1 - delete from the 10th line, the phrase,
II... (other than the Work 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.1I
04/16/92
SUPPLEMENTARY GENERAL CONDITIONS(ADD. 10) 00805 -5B
.~~.,,-" ,.... .......................-.........- -'....'-...-......-...__._~...._.- ..,..----. ,
- .......-.-.........-. - '_.~'. ....- ~. -'...- -- -...-.-..... .....~-.-. ..... - -. -_. __ '_.',_' '1-" .....
-;;- .. ~
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. II
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:
\tIf the Owner or Construction Manager refuses to accept any
person or entity on a list submitted by the Trade Contractor
in response to the requirements of the Contract Documents,
the Trade Contractor shall submit an acceptable substitute;
however, no increase in the Contract Sum shall be allowed
for any such substitution."
ARTICLE 6
1. Subparagraph 6.1.1 - delete the last sentence.
2. Subparagraph 6.1.3 - delete in its entirety, and insert the
following:
"It shall be the responsibility of each contractor to
coordinate his work with the work of other contractors
on the site. The Owner, AlE and Construction Manager
shall be held harmless of any and all costs associated
with improper coordination."
3. subparagraph 6.2.5 - sixth line, after the word "initiates,"
delete the words "an arbitration proceeding" and substitute
"a claim;" tenth line, delete the words "at the Owner's
expense, and"; thirteenth line, after the words Iland court
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 6
;'~ ~~ -+,
..
or,1I delete the word lIarbitration" 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.lI
ARTICLE 7
1. Subparagraph 7.1.1 - delete in its entirety and insert the
following:
"The contract shall be governed by the laws of the state of
Florida. Venue for any claims or disputes arising under
this contract shall be in the Circuit Court of the 16th
Judicial circuit of the State of Florida."
01/06/92 SUPPLEl1ENTARY 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.1I
3. Add new Subparagraph 7.2.2:
liThe Trade Contractor shall not assign any monies due or to
becowe due under this Contract without prior written consent
of the Owner or Construction Manager.lI
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 "waived" in line 4 with the following:
"J>.ny 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":
"All Trade Subcontractors and Trade Subsubcontractors shall
execute an agreement stating that title will so pass, upon
their receipt of payment from the Trade Contractor."
2. Subparagraph 9.5.1 - add:
"From the total of the amount determined to be payable on a
progress payment, 10 percent of such total amount will be
deducted and retained by the Owner until final payment is
made. The balance (90 percent) of the amount payable, less
all previous payments, shall be certified for payment. When
not less than 95 percent of the work has been completed, the
Owner may, at his/her discretion (and with the consent of
the surety), prepare an estimate from which will be retained
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 9
. -. '-_"', ....- .,.. ~. _.-._....~~...................-....-. .........._:.,_.~......- ..1\,,'-_~"""""""".4'__'._,,",'''' ,_.'~....I_"'''''_'__________._
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
affiount allowed the Trade Contractor on account of the work
performed by his Trade Subcontractor interest therein. The
Trade Contractor shall, by an appropriate agreement with
each Trade Subcontractor, also require each Trade
Subcontractor to make payments to his suppliers and Trade
Subsubcontractors in a similar manner."
01/06/92 SUPPLEHENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 10
5. Subparagraph 9.6.1 - delete in its entirety and insert the
following:
liThe Construction Manager/Architect may decline to approve
an Application for Payment if, in his opinion, the
application is not adequately supported. If the Trade
Contractor and Construction Manager cannot agree on a
revised amount, the Construction Manager shall process the
Application for the amount he deems appropriate. The
Construction Manager may also decline to approve any
Applications for Payment or, because of subsequently
discovered evidence or subsequent inspections, he may
nullify, in whole or part, any approval previously made to
such extent as may be necessary in his opinion because of:
(1) defective work not remedied; (2) third party claims
filed or reasonable evidence indicating probable filing of
such claims; (3) failure of the Trade contractor to make
payments properly to Trade Subcontractors or for labor,
materials, or equipment; (4) reasonable evidence that the
work cannot be completed for the unpaid balance of the
Contract Sum; (5) damage to the Construction Manager, the
Owner, or another contractor working at the project; (6)
reasonable evidence that the Work will not be completed
within the contract time; (7) persistent failure to carry
out the Work in accordance with the Contract Documents.
9.6.1.1 No payment shall be made to the Trade
Contractor until certificates of insurance or other
evidence of compliance by the Trade Contractor, within
all the requirements of Article 12, have been filed
with the Owner and Construction Manager. Further, no
payments on the basis of work performed by a Trade
Subcontractor shall be paid until copies of all bonds
required by Paragraph 7.5 and any certificates of
insurance required of the Trade Subcontractors under
Article 12 have been filed with the Owner."
6. Subparagraph 9.7 - delete in its entirety.
ARTICLE 11
1. Add new subparagraph 11.1.2.1:
The following coverages are required to be maintained by all
Trade Contractors and subcontractors in any tier throughout
the entire length of the contract and any extensions
thereof.
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 11
1. Premises and Operation Liability Insurance:
Commercial General Liability Insurance shall be
obtained in amounts of not less than $1,000,000 each
occurrence.
Coverage shall specifically include:
a. Bodily injury and property damage liability
coverage for premises and operations.
b. Products and completed operations.
c. Independent contractor's exposures.
d. Property damage resulting from explosion,
collapse, or underground (x,c,u) exposures.
e. Blanket contractual liability covering this
contract.
f. Personal injury liability.
g. Broad form property damage liability.
2. Automobile Liability Insurance:
Comprehensive automobile liability insurance shall
include coverage for bodily injury and property damage
liability for a minimum limit of $1,000,000 each
occurrence and shall cover use of owned, non-owned, and
hired vehicles, and include employers' non-ownership
liability coverage.
3. Workers Compensation and Employers Liability Insurance:
statutory Workers' Compensation coverage including
Employers Liability coverage with limits of not less
than $100,000 per person per accident and $500,000 per
person per occurrence for disease. Coverage shall be
provided to cover operations in the state of Florida
and the Voluntary Compensation endorsement shall be
provided. Coverage for deferally enacted benefits
shall be provided where applicable.
All insurance policies except the Workers Compensation and
Employers Liability Insurance policy, are required in the
name of Monroe County Board of County Commissioners and
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 12
Morrison-Knudsen/Gerrits as Additional Insured, and provide
a minimum of sixty (60) days notice in the event of
termination, non-renewal or reduction in coverage. Policy
language shall be modified to provide liability coverage for
Cross Liability suits between insureds without increasing
the total policy limits. Monroe County reserves the right
to require additional insurance as may be deemed necessary
for any specific project or work.
Insurers providing coverage{s) must be financially stable
and authorized to do business in the state of Florida. The
Monroe County Board of County Commissioners reserves the
right to reject any insurer that it believes to be
unacceptable.
Failure to maintain required insurance coverage in effect
will provide Monroe County, Florida with the option of
terminating the contract upon written notice to the
Construction Manager.
certificates expiring during the term of the contract shall
be replaced with new certificates prior to the expiration of
the original certificates.
Complete and certified copies of all insurance contracts
shall be furnished to The Monroe County Board of County
commissioners if requested.
The Certificate Holder on all insurance policies is required
to be as follows:
Monroe County Board of County Commissioners, or Monroe
County,
c/o Morrison-Knudsen/Gerrits
P.O. Box 5283
Key West, FL 33040
2. Subparagraph 11.3.7 - second sentence, delete the phrase,
"..., 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,
"...arbitrators shall be chosen as provided in Paragraph
7.9"
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 13
4. Subparagraph 11.3.1 - delete in its entirety, and insert the
following:
II Throughout the term of the CONTRACT, the OWNER 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 OWNER'S property
insurance policy contains certain exclusions which are
available upon request from the CONSTRUCTION MANAGER."
04/16/92
SUPPLEI'1ENTARY GENERAL CONDITIONS (ADD. 10) 00805 -13A
--
.- - '...-. --'
ARTICLE 12
1. subparagraph 12.1.3 - under item .1, add the following at
the end of the sentence, ", as set forth in subparagraph
12.1.611
2. Subparagraph 12.1.4 - replace the remainder of the
paragraph, after the word "changell in line 25, with the
following:
upending 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
\~ork, the percentage mark-up for overhead and profit
shall be a maximum addition of fifteen percent (15%).
12.1.6.2 If the Trade Subcontractor performs the
actual Work, the percentage mark-up for overhead and
profit shall be a maximum addition of fifteen percent
(15%). If the Trade Contractor does not enter into the
Work, the maximum mark up for managing this work will
be ten percent (10%).
01/06/92 SUPPLEl-1ENTJl.RY GENERAL CONDITIONS (ADD. 2)
00805 - 14
-- ".'- ...-~~-..;.-..
12.1.6.3 If the Trade Subcontractor performs part of
the actual work, his percentage mark-up for overhead
and profit shall be a maximum addition of fifteen
percent (15%) on his direct work only. If the Trade
Contractor performs part of the actual work, his
percentage mark-up for overhead and profit shall be a
maximum addition of fifteen percent (15%) on his direct
work only.
4. Add new subparagraph 12.1.7:
"The Trade Contractor shall furnish to the Owner through the
Construction Manager, an itemized breakdown of the
quantities and prices used in computing the value of any
change that might be ordered."
5. Subparagraph 12.3.1 - delete in its entirety and insert the
following:
"If the Trade Contractor claims that any instructions given
to him by the Construction Manager, by drawings or
otherwise, involve extra work not covered by the Contract,
he shall give the Construction Manager written notice
thereof within three (3) days after the receipt of such
instructions and before proceeding to execute the work,
except in emergencies endangering life or property, in which
case the Trade Contractor shall proceed in accordance with
Paragraph 10.3."
Should it not be clear to the Trade Contractor that a change
will involve extra work, written notice given within three
(3) days that the change may involve extra work will be
sufficient notice. If it is later determined that the work
involved in such instruction shall be recognized as an
extra, the amounts of additional compensation to be paid
therefore should be determined in accordance with Paragraph
13.1.
Except as otherwise specifically provided, no claim for
additional cost shall be allowed unless the notice specified
by this Subparagraph is given by the Trade Contractor. If
the Contractor considers that the changed work involves
extra costs, the costs shall be accounted for, and presented
in accordance with subparagraph 12.1.3. All claims shall be
submitted to the Owner through the Construction Manager."
6. Subparagraph 12.3.2 - change the word 'agent' in the 7th
line, to 'representative'. Also, delete item (4).
01/06/92 SUPPLEMENTARY GENERAL CONDITIONS (ADD. 2)
00805 - 15
7. Add new subparagraph 12.3.3:
"Unless otherwise agreed in writing, the Contractor
shall carryon the Work and maintain its progress
during any dispute or claim proceeding, and Owner shall
continue to make payments to the Contractor in
accordance with the Contract Documents. Disputes
unresolved shall be settled in accordance with
subparagraph 7.1.1."
ARTICLE 14
1. subparagraph 14.1.1 - starting at the 8th line, delete the
phrase, "..., or if the Work should be stopped for a period
of thirty days by the CONTRACTOR because of the CONSTRUCTION
MANAGER's failure to recommend or the ARCHITECT's failure to
issue a Project Certificate for Payment as provided in
Paragraph 9.7 or because the OWNER has not made payment
thereon as provided in Paragraph 9.7"
2. Subparagraph 14.2.1 - change the words 'seven days' in the
13th and 18th line, to 172 hours'.
01/06/92 SUPPLENENTARY GENERAL CONDITIONS (ADD. 2)
00805 - lE
... _ __ ".,... w.... _. ,.. .... '.. .
.~.~... "..........'.._. ._."_'" ._.._........._........... _._ ''''.,w_p
SECTION 00970
PROJECT SAFETY AND HEALTH PLAN
1.1
REGULATIONS AND POLICIES
1.1.1
1.2
1.2.1
Every Trade contractor and Trade Subcontractor employed
on the project shall comply with all applicable local,
State, and Federal safety and health regulations and
with Morrison-Knudsen Company, Inc. safety and health
policies as described herein.
PROJECT SAFETY AND HEALTH REQUIREMENTS
It is recognized that it is good business and evidence
of competent leadership to prevent the occurrence of
incidents that lead to occupational injuries or
illnesses. Safety and health requirements on this
project include, but are not limited to, the following:
.1 In general, this accident prevention policy is
based on a sincere desire to eliminate personal
injuries, occupational illnesses, and equipment
and property damage; and to protect the general
public exposed to or associated with the work.
.2 The importance of the safety of all workers on the
project shall be recognized and accident
prevention shall be an integral part of all
operations.
.3 Each Trade Contractor and Trade Subcontractor
shall conduct work in a safe and practical manner
in conformance with the OSHA Safety and Health
Regulations and the latest edition of the Manual
of Accident Prevention, Associated General
Contractors of America.
.4 Each Trade Contractor and Trade Subcontractor
shall observe all applicable Federal, State, local
and project laws and regulations pertaining to
safety and health, pollution control, water
supply, fire protection, sanitation facilities,
waste disposal and other related items.
.5 The Mandatory Safety and Health Rules shall be
posted in a conspicuous location along with the
OSHA and Emergency Phone Number posters.
11/21/91
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
PROJECT SAFETY AND HEALTH PLAN
00970 - 2
- .--..... .... ... ,- ..... --' .-....
but not limited to long pants, shirts with sleeves
and appropriate leather work boots.
.12 Temporary construction aids such as ladders,
scaffolds, stairs, railings, etc. shall be
provided to facilitate access or working
conditions in a manner that shall conform to the
safety standards specified by Federal, state,
Local or manufacturer's recommendations or
stipulations.
.13 Each Trade Contractor and Trade Subcontractor
shall be expected to indoctrinate his employees as
to the safety and health requirements of this
project and to enforce adherence to safe work
procedures.
.14 If MORRISON-KNUDSEN/GERRITS notifies any Trade
Contractor of any noncompliance with the
provisions of this program, the Trade Contractor
shall make all reasonable efforts to immediately
correct the unsafe conditions or acts.
satisfactory corrective action shall be taken
within the specified time. If a Trade Contractor
or Trade Subcontractor refuse to correct unsafe or
unhealthy conditions or acts, MORRISON-
KNUDSEN/GERRITS shall take one or more of the
following steps:
a. Cease the operation or a portion thereof.
b. stop payment for the work being performed.
c. Correct the situation using other forces and
back charge the Trade Contractor expenses
incurred.
d. Increase withholding in proportional
increments for that given pay period.
.15 All Trade Contractor's Superintendents shall be
required to attend and participate in all general
project safety meetings. These meetings will be
included in the weekly coordination meetings as
previously specified or on an as needed basis.
.16 All Trade Contractors shall conduct Weekly Tool
Box Safety Training Meetings, and shall document
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 3
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.
1.3
FIRE PROTECTION
1. 3.1
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.
1.4
WORK NEAR ENERGIZED ELECTRICAL LINES OR OTHER UTILITIES
1. 4.1
It shall be the Trade Contractor's sole and exclusive
responsibility (a) to provide personnel capable of
working adjacent to energized electrical lines or other
utilities; (b) to provide adequate, safe and properly
maintained equipment; (c) to conduct all of his work in
accordance with the safety rules and regulations
11/21/91
PROJECT SAFETY AND HEALTH PLAN
00970 - 4
1.5
1. 5.1
1.5.2
1. 5. 3
--
- --- -- --...
prescribed by the National Electric Code, National
Electric Safety Code, H30, and Safety Rules for
Installation and Maintenance of Electrical Supply and
Communication Lines Hand Book 81, Occupational Safety
and Health Act of 1970, as well as other safety codes
in effect at the site of construction and as specified
elsewhere herein, or as are generally applicable to the
type of work being performed; and (d) to continuously
supervise and inspect the work being performed to
assure that the requirements of (a), (b), and (c) above
are complied with and nothing in these Contract
Documents shall be held to mean that any such
responsibility is the obligation of the Owner or the
Architect or the Construction Manager.
BARRICADES, WARNING DEVICES AND LIGHTING
The Trade Contractor shall be solely responsible for
providing temporary ladders, guard rails, warning
signs, barricades, night guard lights, and deck or
floor closures required in connection with his work to
comply with Federal, State and local safety
requirements. The Trade Contractor shall be solely and
exclusively responsible for the design, construction,
inspection and maintenance of such facilities at all
times.
It shall be the responsibility of the Trade Contractor
to provide additional temporary lighting, if needed to
maintain safe conditions.
It shall be the sole and exclusive responsibility of
the Trade Contractor to provide a safe place to work
for all laborers and mechanics and other persons
employed on or in connection with the project, and
nothing in these Contract Documents shall be construed
to give any of such responsibility to the Owner, the
Architect, or the Construction Manager.
11/21/91
00970 - 5
PROJECT SAFETY AND HEALTH PLAN
__'.. _.__......- _-- ...- t........ ~ _-~ -..... ..-. "-- - ..-' ..~. -..- ..... ,.... '.. ~ .-.
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 (^DD. 3)
(b) Approval of inspection and test reports of
materials and equipment to be utilized.
(c) Completion of previous operations of
preliminary work.
(d) Availability of materials and equipment
required.
(e) Potential utility outages.
(f) Any other preparatory steps dependent upon
the particular operation.
(g) Quality standards.
(h) Safety or environmental precautions to be
observed. (Phase Hazard)
Note:
Morrison-Knudsen/Gerrits will record the minutes
to this inspection meeting and distribute
accordingly.
.2
Initial inspection - Upon completion of a
representative sample of a given feature of the
work, the Trade Contractor's Quality Control
Representative will meet with the Morrison-
Knudsen/Gerrits Superintendent and the Architect's
representative if he so desires to attend and
check the following items at a minimum for
conformance:
(a) Work~anship to established quality standards.
(b) Configuration to contract drawings and
specifications.
(c) Construction methods, equipment and tools
utilized.
(d) Materials and articles utilized.
(e) Adequacy of testing methods.
(f) Adequacy of shop drawings.
(g) Adequacy of safety or environmental
precautions.
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
00980 - 3
Note:
. 3
Note:
Note:
Morrison-Knudsen/Gerrits will record the minutes
to this inspection meeting and distribute
accordingly.
Follow-up Inspections - The Trade Contractor's
Quality Control Representative will inspect the
work daily to assure the continuing conformance of
the work to the workmanship standards established
during the preparatory and initial inspections.
Additionally, as a part of the follow-up
inspection, sign-off sheets will be utilized as
often as possible. The intent of these sheets is
to achieve concurrence from other trade
contractors and responsible parties that ensuing
work can indeed commence over underlying work.
This will prevent oversights and omissions which
could elevate costs. Sign-off sheets shall be
used for, but not be limited to, concrete,
drywall, ceilings, painting, roofing substrates
and flooring. These reports are to be generated
by the applicable Trade Contractor and submitted
to Morrison-Knudsen/Gerrits' superintendent for
approval prior to the start-up of work.
Failure to generate a sign-off sheet or to attain
proper signatures prior to covering up underlying
work may affect payment for that piece of work if
ensuing problems are detected or not. This
disciplinary action shall be carried out via the
Nonconformance Report. (See section 1.4.2 of this
plan. )
The Trade Contractor shall be responsible to
record these inspections and all other project
related activities encountered throughout the day
on the Contractor Daily Quality Control Report.
.4
Completion Inspections - Upon completion of a
given feature of the work, the Trade Contractor's
Quality Control Representative will meet with
Morrison-Knudsen/Gerrits' Superintendent, if he so
desires to attend, to perform an inspection of the
completed work. Non-conforming items will be
identified and corrected prior to commencement of
the next operation.
The Trade Contractor shall conduct and report
00980 - 4
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 3)
1.3.1.5
1.3.1.6
1.3.2
1.3.3
corrections of this inspection which shall be a
required submittal.
Follow-On Inspections - Upon execution of the
contractor's completion inspection in elements of the
work which result in concealment; such as, ceiling and
drywall installations, MK/G shall schedule and conduct
multi-trade or singular inspections prior to covering
installation.
Note:
MK/G will record the minutes to this
inspection meeting.
Pre-Final Inspection - Upon substantial completion of
the project work MK/G shall coordinate and conduct a
universal inspection of all areas and elements of the
work. The Architect/Engineer may be represented if he
so desires. This inspection shall be completed at
least (15) days prior to the final substantial
completion inspection which shall be conducted by the
A/E. All deficiencies and incomplete work should be
completed prior to the final substantial completion
inspection.
OPERATION AND CHECK OUT TESTING
The Trade Contractor will provide personnel and
equipment to perform the operational tests and checkout
of the equipment, facilities or equipment constructed,
fabricated or installed under this Trade Contract.
Morrison-Knudsen/Gerrits' Superintendent will
coordinate and witness all such tests. Notification
should be given at least ten (10) days in advance of
the scheduled tests.
FINAL INSPECTION and issuance of the AlE 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 AlE's inspection, the AlE 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 (~DD. 3t
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 (~DD. 3)
00980 - 6
Nonconformance Reports will be signed off once the
deficient item or items have adequately been corrected.
This will be done by the issuing Superintendent and
Project Manager. These sign-offs will be included with
a corresponding corrective action taken. Significant
nonconformances need to be addressed to prevent
recurrence. The signed-off report will also be
submitted for review.
Work activities affected by a Nonconformance Report
will proportionally counteraffect payments. Whether
that be partial or full retainage will be left up to
the discretion of Morrison-Knudsen/Gerrits' management
team.
1.5
NOT USED
1.6
AUDITS
1.6.1
Morrison-Knudsen/Gerrits may choose at its option to
perform Trade Contractor audits of their Contractor
Quality Control Plan at any time. Reports of these
audit results will be forwarded to the Project Manager
for his action. Any action items noted during an audit
for the Trade Contractor will be followed up and
documented to insure compliance and avoid recurrence.
1.7
SUMMARY
The intention of this plan is to create a system of
checks and balances that will minimize delays caused by
rework and a lack of planning and maximize production
and insure that the finished product is one that the
entire construction team can pride themselves in.
These goals can be achieved by giving the Owner exactly
what he has bought. The owner will expect no more and
through Quality Assurance, the construction team will
provide no less.
11/21/91 CONTRACTOR QUALITY CONTROL PLAN (ADD. 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 A/E's Certificate of Substantial Completion of the
Project. All contracts in these bid groups shall exchange as a
group and in unison, possession, maintenance and security
responsibilities with the Monroe County Officials. Any portion of
the work which is in non-conformance with the contract documents or
elements which prevent the Owner's use of the facilities for its
intended use shall be excluded from acceptance. The contractor
shall be responsible for all work performed, equipment, and
materials furnished to, or by the contractor under this contract
until the contractors work is completed and has been accepted by
the Owner as stated in the certificate of Substantial Completion.
In the event of loss, damage or destruction of such work,
equipment, or materials, the contractor at his sole expense shall
promptly repair, restore, or replace such, to the conditions
required by the contract documents.
All warranties and guarantees shall commence as stated on the A/E's
certificate of Substantial Completion.
Substantial Completion Certificates for portions of the project or
portions of the work may be used to reduce retention. This partial
certif ication shall only be used for the purpose of reducing
retention. The implementation and amounts of reduction shall be at
the Owner's sole discretion.
In the event of discrepancy or disagreement in the contract
documents, specifications, and/or drawings, this section will take
precedence over the Supplementary General Conditions, General
Conditions, General Requ irements, 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 of
Applications for Payment.
B. Related sections
1. section 00750 - General Conditions
2. section 00900 - AlA G702/G703
2. section 01370 - Schedule of Values
1. .2 FORMAT
A. AlA G702 - Application and certificate for Payment
including continuation sheets when required.
1..3 PREPARATION OF APPLICATIONS
A. Present required information in typewritten form.
B. Execute certification by notarized signature of
authorized officer.
C. List each authorized Change Order on the form, including
change order number, date and dollar amount.
D. Prepare Application for Final Payment as specified in
section 01700.
1..4 SUBMITTAL PROCEDURES
A. The initial Application for Payment will not be processed
until the construction schedule, the schedule of values,
and the initial submittal schedule have been received by
the Construction Manager, reviewed and approved by the
Architect.
B. 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 considered for progress payments. It is to be
billed from the Contractor's approved schedule of values
and approved changes only. The Contractor must fill in
percentages of work completed on each line item or total
dollar amount of Original Suppliers Invoices. Suppliers
Invoices are then attached for payments on materials
stored.
E. Status Meeting - The Contractor's representative and the
Construction Manager review the Contractor's Work Item
Update Listing. Upon agreement between the two parties,
both the Contractor and Construction Manager will sign
off on the form.
F. Estimate Voucher - The Construction Manager will input
the progress into the computer from the Work Item Update
Listing, and will issue the Estimate Voucher to the
Contractor.
G. Submit waivers as required.
H. Submit three (3) copies of each Application for Payment.
1..5 SUBSTANTIATING DATA
A. When the Construction Manager and/or Architect requires
substantiating information, submit data justifying dollar
amounts in question.
B. Provide one copy of data with cover letter for each copy
of submittal. Indicate Application number and date, and
line item by number and description.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01027
OS/20/91
APPLICATION FOR PAYMENT
01027 - 2
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SECTION 01028
CHANGE ORDER PROCEDURES
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Promptly implement change order procedures.
a. Provide full written data required to evaluate
changes.
b. Maintain detailed records of the work done on
a time and material/force account basis.
c. Provide full documentation to the Construction
Manager with each request.
2. Designate in writing the member of the contractor's
organization authorized to accept changes in the
Work.
3. The Owner will designate in writing the person who
is authorized to execute Change Orders.
B. Related requirements:
1. Agreement: The amounts of established unit prices.
2. Agreement: The amounts of established allowances.
3. Conditions of the Contract, Article 12 of the
General Conditions:
a. Methods of determining cost or credit to the
Owner resulting from changes in the Work made
on a time and material basis.
b. The Contractor's claims for additional costs.
1..2 DEFINITIONS
A. Change Order, AlA Document G701/CM: Refer to the General
Conditions.
B. Construction Change Directive: A written order to the
Contractor, signed by the Owner, MK/Gerrits 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 define
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 Claimsll 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
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G. The Owner and the Contractor will sign and date the
Change Order to indicate their agreement.
1..5 DOCUMENTATION OF PROPOSALS AND CLAIMS
A. Support each quotation for a lump-sum proposal, and for
each unit price which has not previously been
established, with sufficient substantiating data to allow
evaluation of the quotation.
B. On request provide additional data to support time and
cost computations:
1. Labor required.
2. Equipment required.
3. Products required.
a. Recommended source of purchase and unit cost.
b. Quantities required.
4. Taxes, insurance and bonds.
5. Credit for the work deleted from the Contract,
similarly documented.
6. Overhead and profit.
If the Trade Contractor performs the actual
Work, the percentage mark-up for overhead and
profit shall be a maximum addition of fifteen
percent (15%).
If the Trade Subcontractor performs the actual
Work, the percentage mark-up for overhead and
profit shall be a maximum addition of fifteen
percent (15%). If the Trade Contractor does
not enter into the Work, the maximum mark-up
for managing this work will be ten percent
(10%).
If the Trade Subcontractor performs part of
the actual Work, his percentage mark-up for
overhead and profit shall be a maximum
addition of fifteen percent (15%) on his
direct work only. If the Trade Contractor
performs part of the actual work, his
percentage mark-up for overhead and profit
shall be a naximum 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
:.?JS~
1. Name of the Owner's authorized agent who ordered
the work, and date of the order.
2. Dates and times the work was performed, and by
whom.
3. Time record, summary of hours worked, and hourly
rates paid.
4. Receipts and invoices for:
a. Equipment used, listing dates and times of
use.
b. Products used, listing of quantities.
c. Subcontracts.
5. signature of Construction Manager's superintendent,
concurring with quantities.
1..6 PREPARATION OF CHANGE ORDERS
A. The Construction Manager will prepare each Change Order.
B. Change Order form: AlA Document G701/CM.
C. Change Order will describe changes in the Work, both
addi tions and deletions, with attachments of revised
Contract Documents to define details of the change.
D. Change Order will provide an accounting of the adjustment
in the Contract Sum and in the Contract Time.
1..7 LUMP-SUM/FIXED PRICE CHANGE ORDERS
A. Content of Change Orders will be based on either:
1. The Proposal Request and the Contractor's
responsive Proposal as mutually agreed between the
Owner and the Contractor.
2. The Contractor's Proposal for a change, as
recommended by the Architect or Construction
Manager.
B. The Owner, Construction Manager and the Architect will
sign and date the Change Order as authorization for the
contractor to proceed with the changes.
C. The contractor may sign and date the Change Order to
indicate agreement with the terms therein.
1..8 UNIT PRICE CHANGE ORDER
A. The content of the Change Orders will be based on either:
1. The definition of the scope of the required
changes.
2. The Contractor's Proposal for a change, as
recommended by the Architect, or Construction
04/30/91
CHANGE ORDER PROCEDURES
01028 - 4
'->~",-"if,t~:<
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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
;-f
..~?
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
****************
END OF SECTION 01028
04/30/91
CHANGE ORDER PROCEDURES
01028 - 6
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SECTION 01100
COORDINATION DRAWINGS
PART 1 - GENERAL
1..1 SUMMARY
A. Summary:
1. Coordination drawings are a special type of shop
drawing that show the relationship and integration
of different construction elements that require
careful coordination during fabrication or
installation to fit in the space provided or
function as intended.
B. section includes:
1. Procedures for preparation and submittal of
Coordination Drawings.
C. Related sections:
1. section 01301 - Submittals
1..2 FORMAT
A. 30n x 42" blueline prints
1..3 PREPARATION OF COORDINATION DRAWINGS
A. Present required information on blueline prints.
B. Submi t coordination drawings for integration of different
construction elements. Show sequences and relationships
of separate components to avoid conflicts in use of
space.
C. Prepare and submit coordination drawings where close and
careful coordination is required by installation of
products and materials fabricated off-site by separate
entities, and where limited space availability
necessitates maximum utilization of space for effeient
installation of different componenets.
07/22/91
COORDINATION DRAWINGS
01100 - 1
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2.
3.
Show the interrelationship of componenets
separate shop drawings.
Indicate required installation
comply with applicable
requirements contained in this
shown on
1.
sequences.
common submittal
section.
1..4 SUBMITTAL PROCEDURES
A.
B.
E. Status Meeting - The Contractor's representative and the
Construction Manager review the
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01100
07/22/91
COORDINATION DRAWINGS
01100 - 2
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 (NEe).
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 Secur i ty system
Installer shall demonstrate to the Owner, designated
representatives, Contractor and Architect, the features
and functions of the system, and all subsystems and shall
instruct the Owner in the proper operation and event
sequences of the system.
B. Demonstrate each system and subsystem. The demonstration
is to consist of not less than the following:
1. Designate actual location of each component of a
system or subsystem and demonstrate its function
and its relationship to other components within the
system.
2. Demonstrate the systems and subsystems operations
by actual "START-STOP/ON-OFF" cycling showing how
to work controls, reset devices, replace fuses and
conduct emergency operating/operations procedures.
3. Demonstrate communication, signaling and security
equipment/devices by actual operation of such
devices.
c. Demonstration of systems are to include, but not be
limited to the following:
1. UPS Power and Distribution System
2. Touchscreen CRT Operations
3. Alarm Detection and signalling Equipment
4. Door control/Monitoring System
5. Access Control system
6. situation Alarms (Hardwire)
7. Man-Down Alarms (Wireless)
8. CCTV system
9. Intercom systems
10. Telephone systems (Inmate/Attorney/Visitor)
11. Lighting Control
12. Fire Alarm Interface
13. Cable supervision System (Random Points to be
Selected by Architect)
D. security System Installer/Integrator shall furnish the
necessary trained personnel to perform the demonstration
and instructions and shall arrange to have the
manufacturer' s representatives present to assist with the
demonstrations. The Security System Installer shall
allow a minimum of one week for performing the prescribed
demonstrations.
E. Security systems Installer/Integrator shall arrange with
the Owner the date and times for performing the
demonstration. The Owner will select date and time for
11/18/91
SECURITY PROJECT PROCEDURES
01130-2
demonstration.
F. Comply with requirements of section 01670 SYSTEMS
DEMONSTRATIONS.
1. Security System Installer/Integrator shall video
tape in high speed, high quality, VHS format the
demonstration of systems listed.
1.4 QUALIFICATIONS
A. Manufacturer Qualifications: Company specializing in
electronic automated computerized security management
systems of the same type, scope, operation and magnitude
for a minimum of five years. Documented experience shall
include the following:
1. List at least 10 facilities of equal size and
technical requirements utilizing the equipment
submitted.
2. For each facility, list:
a. Name and location of facility
b. Date of occupancy by Owner
c. Owner's representative to contact and
telephone number
d. Construction Manager and/or General Contractor
e. Architect
B. Use the products of a single manufacturer for similar
type equipment, i.e., motion detectors, magnetic
contacts.
c. Use products made by companies regularly engaged in the
manufacture of the type equipment specified.
1.5 IDENTIFICATION
A. Identify control and sub-control, motor and equipment
controls, remote relay cabinets, address panels, system
interface cabinets, and similar equipment with 1/2" red
lettering or as specified for individual piece of
equipment.
B. Identify pull and junction boxes in service areas,
tunnels, above accessible ceilings, and in accessible
chases with 1/2" red 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 materials stored on the job site. Protect
materials during construction and after installation.
B. Provide and apply protective material immediately upon
receiving the products and maintain throughout the
construction process.
C. Keep products clean and dry or by elevating equipment
above ground and floor.
D. Take precautions to protect apparatus and materials from
damage. Failure to protect materials constitutes
sufficient cause for rejection of the apparatus or
mater ial.
E. Protect equipment and factory finish from damage during
construction operations and until final acceptance.
Restore finishes that become stained, scratched, or
damaged.
PART 2 - PRODUCTS
NOT USED
PART 3 - EXECUTION
NOT USED
********************
END OF SECTION 01130
11/18/91
SECURITY PROJECT PROCEDURES
01130-4
SECTION 01200
PROJECT MEETINGS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Project meetings
1..2 The CONSTRUCTION MANAGER'S RESPONSIBILITY
A. Construction Manager shall schedule and administer pre-
construction meeting, periodic progress meetings, and
specially called meetings throughout progress of the
Work.
1. Prepare agenda for meetings.
2. Provide notice of each meeting four days in advance
of meeting date, or provide as much advance notice
as possible.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include significant proceedings
and decisions.
6. Reproduce and distribute copies of minutes.
a. To participants in the meeting.
b. To parties affected by decisions made at the
meeting.
c. Furnish three copies of minutes to the
Architect.
B.
Representatives of the Contractors,
suppliers attending meetings shall
authorized to act on behalf of
represents.
subcontractors and
be qualified and
the entity each
c. The Architect and the Owner's Representati~e may attend
meetings to ascertain that the Work 1S expedited
consistent with the Contract Documents and construction
schedules.
1..3 PRE-CONSTRUCTION MEETING
A. Location: A central site designated by the Construction
Manager.
B. Attendance:
1. The Owner's Representative.
11/21/91
PROJECT MEETINGS
01200 - 1
2. The Architect and his professional consultants (as
required).
3. Construction Manager.
4. The Contractor's Superintendent.
5. Major subcontractors.
6. Major suppliers.
7. others as appropriate.
C. suggested Agenda:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers.
b. projected Construction Schedules.
2. critical Work sequencing.
3. Major equipment deliveries and priorities.
4. Project Coordination.
a. Designation of responsible personnel.
5. Procedures and processing of:
a. Field decisions.
b. Proposal requests.
c. Submittals.
d. Change Orders.
e. Applications for Payment.
6. Adequacy of distribution of the Contract Documents.
7. Procedures for maintaining Record Documents.
8. Use of premises:
a. Office, work and storage areas.
b. The Owner's requirements.
9. Construction facilities, controls and construction
aids.
10. Temporary utilities.
11. Safety and first-aid procedures.
12. Security procedures.
13. Housekeeping procedures.
14. Distribute meeting minutes within (3) days.
1..4 WEEKLY PROGRESS MEETINGS
A. The Contractor's Project Manager and/or superintendent
shall be required to attend a weekly scheduling meeting.
B.
Location of the 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 IISubmittal Schedule"
to the Construction Manager for review, modification and
response. No payment applications will be processed
prior to finalizing the submittal schedule. The
"Submittal Schedule" shall contain the following
information:
1. Specification Section number and name.
2. specification Section paragraph identification
which describes submittal requirement.
3. Submittal information required, (i.e., sample, test
data, shop drawing, etc.).
08/20/91
SUBMITTALS (ADD.1)
01301 - 1
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B. The Contractor shall also supply the following dates in
order to meet the project schedule.
2.
Date submittal is scheduled to be submitted and
received by the Construction Manager.
Date contractor has scheduled to order material or
equipment or the submittal item.
Date contractor has scheduled delivery to job-site
equipment or the submittal item.
Add any remarks or unique items that the CM or A/E
should be aware of.
1.
3.
of material or
4 .
c. The Contractor shall allow a minimum of (2) weeks for
review of submittal by A/E (in calendar days).
D. The submittal master record will then be used to track
submittals within the process.
1.4 SHOP DRAWINGS
A. Submit legible shop drawings in the form of positive
printing reproducible transparencies, commonly called
sepia prints, suitable for reproduction use on dry print
diazo type machines. Sepia prints which cannot be
reproduced will be returned to the Contractor for
resubmittal.
B. Provide shop drawings as complete submittals (no partial
sets) on original drawings or information prepared solely
by the fabricator or supplier. Deviation from complete
submittals will only be allowed by pre-arranged method.
C. Do not reproduce the Contract Drawings for shop drawing
submittals.
D. Sheet sizes shall not exceed the size of the Contract
Drawings.
E. Each sepia print shall have blank spaces large enough to
accept 4" x 4" review stamps of the Architect and the
Contractor.
F.
Each
1.
2.
3.
sepia print shall carry the following information:
Project name and contract number.
Date.
Names of:
a. The Architect
b. The Construction Manager
c. The Contractor
d. supplier
e. Manufacturer
08/20/91
SUBMITTALS (ADD.1)
01301 - 2
..< ..:)'r.....
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4. Identification of product or material.
5. Relation to adjacent structure or materials.
6. Field dimensions, clearly stated as such.
7. Specification section number.
8. Applicable standards such as ASTM or Federal
specification.
9. Identification of deviations from Contract
Documents.
10. Reference to construction drawings by drawing
number and/or detain number.
G. Submit sepia prints without folds either as flat sheets
if size permits, or rolled in tubes.
H. The contractor shall submit (2) reproducibles and (4)
blueline or blackline sets to the CM. The CM will return
(1) reproducible to the contractor after review/return
from the A/E.
1.5 PRODUCT DATA
A. Product data such as catalog cuts, brochures or
manufacturer's sheets may be submitted in lieu of sepia
prints if adequately identified. Submit seven copies of
product data to the Construction Manager.
B. Modify product data sheets to delete information which is
not applicable to the Project. Provide additional
information if necessary to supplement standard
information.
C. Product data sheets that are submitted with extraneous
information not deleted and/or modified will be returned
without review to the Contractor for resubmittal.
D. The contractor shall submit at a minimum, (1) original
and (6) copies to the eM. The CM will return (2) copies
to the contractor after review/return by the A/E.
1.6 SAMPLES
A. Provide samples to illustrate materials, equipment or
workmanship, and to establish standards by which
completed work may be judged.
B. Construct mock-ups as required by the technical sections,
at the Project site in a location designated by the
Construction Manager. Construct mock-ups, including
adjacent work required, to demonstrate the final
appearance of the Work.
08/20/91
SUBMITTALS (ADD.1)
01301 - 3
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c. The contractor shall submit (3) samples to the CM, and
(1) will be returned to the contractor after
review/return from the A/E.
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 and transmittal to the
in writing of deviations in
requirements of the Contract
E. After the Construction Manager's and the Architect's
review, distribute copies with one copy to be maintained
at the Project site for reference use and other copies
distributed to suppliers and fabricators.
08/20/91
SUBMITTALS (^DD.1)
01301 - 4
. 4:lf.~
F. Do not begin the Work which requires submittals until
return of submittals with the Construction Manager's and
the Architect's stamp and initials indicating review.
G. The Contractor's responsibility for errors and omissions
in submittals is not relieved by the Construction
Manager's or the Architect's review of submittals.
H. The Contractor's responsibility for deviations in
submittals from requirements of the Contract Documents is
not relieved by the Construction Manager's or the
Architect's review of submittals unless the Architect
gives written acceptance of specific deviations.
1.9 THE CONSTRUCTION MANAGER'S RESPONSIBILITIES
A. The Construction Manager will return to the Contractor,
without review, all submittals not bearing the
Contractor's review stamp or not showing it has been
reviewed by the contractor.
B. After the Architect's review, the Construction Manager
will forward submittals to the Contractor and retain one
copy for the Owner. The Contractor shall distribute
copies including other copies distributed to suppliers
and fabricators. The Contractor shall supply copies of
reviewed submittals to the Construction Manager in
sufficient quantity to allow proper coordination of the
Contract.
1.10 THE ARCHITECT'S RESPONSIBILITIES
A. The Architect will review submittals with reasonable
promptness, checking only for conformance with the design
compliance of the Project and compliance with information
given in the Contract Documents.
B. The Architect will make changes or notations directly on
the submittal, identify such review with his review
stamp, obtain and record the Architect file copy and
return the submittal to the Construction Manager.
****************
END OF SECTION 01301
08/20/91
SUBMITTALS (nDD.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
submi t to the Construction Manager, construction
progress schedules for the work, with subschedules
of related acti vi ties which are essential to its
progress. Also incorporate manpower loading
related to each activity on the construction
schedule.
2. Revisions to Schedule:
Submit revised/updated progress schedules with each
payment application.
1. . 2 FORMAT
A. Prepare Progress Schedules as a horizontal bar chart with
separate bar for each major portion of Work or operation,
identifying the first work day of each week.
B. Include numeric manpower loading associated with each
horizontal bar, clearly defined.
C. Scale and spacing: to provide space for notations and
revisions.
D. Sheet size: minimum 8 1/2" x 11".
1. . 3 CONTENT
A. Indicate complete sequence of construction by activity,
with dates for beginning and completion of each element
of construction.
OS/20/91
PROGRESS SCHEDULES
01310 - 1
.,~~
.......-
B. Show the manpower loading for each activity.
.
C. Identify each item by specification section number.
D. Identify work of separate stages and other logically
grouped activities.
E. Identify work of separate floors and other logically
grouped activities.
F. Provide sub-schedules to define critical portions of the
entire schedule.
G. Indicate accumulated percentage of completion of each
item and total percentage of Work completed, as of the
first day of each month.
H. Submit separate schedule of submittal dates for shop
drawings, product data, and samples, including the Owner
furnished products and products identified under
allowances and dates reviewed submittals will be required
from the Architect. Reference section 01301
Submittals.
I. Indicate delivery dates for the Owner furnished products.
J. Coordinate content with Schedule of Values specified in
section 01370.
1..4 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date of submittal,
and projected completion date of each activity.
B. Identify activities modified since previous submittal,
major changes in scope, and other identifiable changes.
1. Major changes in scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays and the impact on
the schedule.
2. Corrective action recommended and its effect.
3. The effect of changes on schedules of other prime
contractors.
OS/20/91
PROGRESS SCHEDULES
01310 - 2
1..5 SUBMITTALS
A. Submit initial schedules within (3) days after award of
Contract.
1. The Construction Manager will review schedules and
return review copy within ten (10) days after
receipt.
2. If required, re-submit within seven (7) days after
return of review copy.
3. Submit revised Progress Schedules with each
Application for Payment.
1..6 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor,
in writing, any problems anticipated by the projections
shown in the schedules.
Note: It is not incumbent upon the Construction Manager
to notify the Trade Contractor when to begin, to
cease, or to resume work nor to give early notice
of faulty or defective work, nor in any way to
superintend so as to relieve the Trade Contractor
of responsibility or of any consequence of neglect
or carelessness.
**************
END OF SECTION 01310
OS/20/91
PROGRESS SCHEDULES
01310 - 3
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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 listing
component items.
1. Identify each line item with the number and title
of the respective major section of the
Specifications.
D. Itemize separate line item cost for each of the following
general cost items:
1. Mobilization.
2. Bonds, Insurance and Permits.
3. General Conditions spread over project duration on
monthly basis.
04/30/91
SCHEDULE OF VALUES
01370 - 1
. <~}.;":
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- . - ~.-
4. Clean-up.
5. Submittals.
6. Safety;~
E. For each major line item list sub-values of major
products or operations under the item.
F. For the various portions of the Work:
1- Include a directly proportional amount of the
Contractor's overhead and profit for each item.
2. For items on which progress payments will be
requested for stored materials, break down the
value into:
a. The cost of the materials, delivered and
unloaded, with taxes paid.
b. The total installed value.
3. Submit a subschedule for each separate stage of
work specified in section 00300.
G. The sum of values listed in the schedule shall equal the
total Contract Sum.
1..3 SUB SCHEDULE 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
A. After review by Construction Manager, revise and resubmit
schedule (and Schedule of Material Values) as required.
04/30/91
SCHEDULE OF VALUES
01370 - 2
~> .... ~~''':''o'''''.' ~"..~">.,,+,-,,,---"-:a:"''t.-'-- _.
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B. Resubmit revised schedule in same manner.
*************
END OF SECTION 1370
04/30/91
SCHEDULE OF VALUES
01370 - 3
SECTION 01385
DAILY CONSTRUCTION REPORTS
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Requirement for Daily Construction Reports by each
Trade Contractor.
2. Scheduled submission times for Daily Construction
Reports.
1..2 FORM AND CONTENT OF DAILY CONSTRUCTION REPORTS
A. Daily Construction Reports shall be submitted by each and
every Contractor performing work on the project. Forms
to be used will be furnished by the Construction Manager.
Items to be addressed on the Report are:
1. Title of Project
2. Name of Trade Contractor
3. Date and day of Report information. For example,
you performed work on Thursday, April 18, 1991, so
you would therefore use "Thursday, 4/18/91." This
holds true even if you did not complete filling out
the Report until Friday, 4/19/91.
4. Contract designation.
5. Note any major Shipments received on that
particular day.
6. Note major equipment used that day.
7. Note manpower used, and designate what trades. For
example, if you were the mechanical contractor, you
would also list how many insulators, pipefitters,
etc. that you were also managing, even if they were
subcontractors. In addition, list the names of the
subcontractors that were on-site that day.
8. Note any deficiencies in your work, and corrective
actions taken to resolve the deficiencies.
9. Note any safety violations discovered, whether or
not caused by your forces.
10. Provide a full description of work performed that
day, and any problems or unusual conditions
discovered.
11. Report is to be signed by the authorized
representative of the contractor, and should the
signature not be legible, print the name of the
signer next to the signature.
11/21/91
DAILY CONSTRUCTION REPORTS
01385 - 1
1..3 SCHEDULE OF SUBMITTING DAILY REPORTS
A. Daily Reports are to be submitted at the designated
location described in the pre-construction meeting.
Contractors are to submit the original of their report,
and should keep a copy for their records. The
Construction Manager's photocopying facilities are not to
be used in the reproduction for submission of the
reports.
B. Submit Daily Reports no later than 9: OOam the day
following the day of the work described in that
particular report. No exceptions to this rule will be
accepted. Should contractor fail to comply with these
instructions, the contractor's payment application for
the following month will be held in abeyance until such
time the contractor properly submits the delinquent
reports.
*************
END OF SECTION 1385
11/21/91
DAILY CONSTRUCTION REPORTS
01385 - 2
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SECTION 01395
DOCUMENT CLARIFICATION REQUESTS (DCR)
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Notification of Construction Manager in the event
errors, field conflicts, and omissions are found in
the Contract Documents, or clarifications are
necessary.
2. utilization of DCR form.
B. Related Sections:
1. General Conditions Article 2.3
2. General Conditions Article 8.3.2
3. General Conditions Article 12.3
1.2 FORM AND CONTENT OF DOCUMENT CLARIFICATION REPORTS
A. All errors, field conflicts, and omissions in the
Contract Documents shall be brought to the attention of
the Construction Manager immediately. If clarifications
are necessary, the request is to be conveyed to the CM.
The 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
DOCUMENT CLARIFICATION REQUESTS
01395 - 1
, ;~'
1.3
UTILIZATION 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
".:tc;
'4 ,~
.
DOCUMENT CLARIFICATION REQUEST No.
From: To: M orrison- Knudsen/Gerrits Contract No.
P. O. Box 5283
Key West) FL 33045 Receipt
(305) 292-7845 Logged:
Problem By: DwgJSpec No,/RevisionlDetailjSect No.
NE Project No.
Chi] Structural Architectural Security _PLB HVAC Electrical Specs '
Subject:
Problem & suggested solution:
.
I MK/G Review:
Solution:
I
Solution by: I Date: I MKlG: I Date:
.f 'Uf
... _~___4_ .~_ -
-- - ---
DOC\)MENT a..UJnCAnOPi uqUI:Sf No. (&)
From: To: Momoon-Kn..o.cwcmD ConlrO<I Pio. @)
@ r. O. &or sw
K<)' Y,iesl n. ))04~ R~ipl G)
(lOS) m:784~ Loued:
rroblcm B!~ (2. ) ~ 1;0
- ("'1>
....E 'n>jod M -tin)
'~.!5 eM! Stt,.,cural I\.I'du'COW" s..-.n~ ,U HVAC Ek<\n<>' So<<>
SoO,ea, i~l
ProWc.. .. "f1'CS"'" lCI.uoe."
-
( '11
.
IMK.<iIl~. lU-:
5oI_t"""
-
fi."- ~
~
~ {ts 1l!lli.t1l,' Iw& iI'%- 1"",- (I"?>
"-....,
~. By Ccn~r~ctor:
1....
From: The OCR vill elway. be from the pri.e contractor
subcontrecton to the pri.e contractor ..hall auhait OCR',
through their prime contractor..
. '
2.
can be the subcontractor, or the pri~,
the established prim. contracto:
or ,the established subcontrecto:
Problem By: This
contractor, . or
representative,
representative.
Contract No.: This i. the approved contract,
number.
,tracl
3.
4. Dra,,'ing 'No.: Here insert as much infonnation as possibl.
to describe the location in the contract documents of th,
particular problem you are asking clarification. lnclud,
revision level of drawings, and date. Include detai
numbers, include section numbers, include specificatioJ
section numbers, paragraph locations, all as applicable
5. civil, structural, etc.: Here note the particula
division of work the OCR applies to.
6. subject: Here insert brief, clear, concise captio:
subject, which is representative of problem area.
7. Problem' suggested Solution: Describe in as ttuch detai
as necessary, the problell to which clarification i'
needed. If additional space is needed, add extra sheet
to back, and reference attachments in this area no. 7
Draw sketches if necessary. Malee photocopy of particula
drawing detail and attach if necessary.
B. By Morrison-Knudsen/Gerrits:
8. OCR No.: Numbers vil1 be assigned as follows:
xx-
Project
xxx-
Contractor No.
XXX
Sequential No,
For instance, the first OCR from the contractor 0
Contract No. 001 on the New Detention Facility, would be
)(.1-001-001
As another example: The seventh consecutive OCR logge
on the Nev Detention Facility, was received from th
contractor of Contract No. 005, would be:
)(.1-005-007
9. Receipt Logged: This vill be the date received by th
CM from the contractor, and vill serve as the referenc
date.
10. "/E Project No.: The "/E's project nUll'.ber ,,'ill b
inserted here, where and vhen applicable.
11. MK/G Review; This will be the signature or initials 0
the Construction Kanager, upon review of the proble~
with the date of sign-off.
12. MK/G Review; This will be the signature or initials c
the construction Manager, upon review of the solution.
D. Date:
off.
This will be the date of MK/C review an~ sign
C. By Architect/Engineer:
14, Solution: The A/E will here insert the solution to tc.
probler., or answer in some other fas~ion t~
clar if ioation be ing requested. The A/E r.ay here:
confin:. the 'contractor's proposed solution.
15. solution By: The entity providing the soluticn is t
sign here. This rr,ay be the Construction Y.ar,ager "'he
particular clarifications are being requested U',at ca
be answered by the~. Othervise, it ,,'ill be the A/
representative.
16. Date: This ,,'ill be the date of sign-off, or ar.s.er:n
the OCR by the A/E.
D. part-By-Part Distribution of 6-part OCR forrr,:
a. "'hen the contractor subr.its OCR, he ..'ill retain ~ 'cenre
copy.
b. "'hen received by the contractor, CM ,,'il1 retC.ln Pir
copy.
c. The OCR then is submitted to the A/E. Once answered, tr
A/E returns to CM, but retains ~ copy.
d. CM revie~s answer, and sends Green copy baCK t
contractor. CM ~ill retain original "'hite copy fc
office fiJE~ c;J-j f)__','_~ c::~,y ....,ill c::~ to tr.e jct-s:":e.
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
11/21/91
TESTING LABORATORY SERVICES
01410 - 2
5. Identification of product and Specifications
section
6. Location in the Project
7. Type of inspection or test
8. Date of test
9. Results of test
10. Conformance with the Contract Documents
C. When requested by the Construction Manager or A/E,
provide interpretation of test results.
1..8 LIMITS ON TESTING LABORATORY AUTHORITY
A. The testing laboratory may not release, revoke, alter, or
enlarge on requirements of the Contract Documents.
B. The testing laboratory may not approve or accept any
portion of the Work.
C. The testing laboratory may not assume any duties of the
Contractor.
D. The testing laboratory has no authority to stop the Work.
1..9 THE CONTRACTOR RESPONSIBILITIES
A.
B.
C.
D.
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.
( 2 0 ckt. min.)
4.
Power centers for miscellaneous tools and
used in the Work will be provided by the
1 Temporary Power Contractor as follows:
a. distribution boxes with minimum
equipment
Bid Group
of four
11/21/91
TEMPORARY UTILITIES
01510 - 1
double-duplex 15 Amp, 120-Volt grounded
outlets, with GFCI Protection for personnel.
See Detail "B".
b. located so that power is available at any
point of use with not more than 100 ft. power
cords.
c. minimum: one power center on each floor.
d. circuit-breaker protection for each outlet.
e. One panel each for 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.
Power Contractor shall furnish,
maintain all equipment and wiring
distribute the power, up to and
power services.
The Temporary
install, and
required to
including the
9. The Temporary Power Contractor shall pay all costs
of installation, maintenance, and removal of
temporary services.
10. The Construction Manager will pay the costs of
power needed, including deposits and fees
associated with city Electric 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 maintain
the system to provide continuous service and shall
modify and extend the service as the progress of
11/21/91
TEMPORARY UTILITIES
01510 - 2
the Work requires.
13. wiring for Trade Contractor field offices and sheds
shall be installed by the Temporary Power
Contractor and paid for by the Trade Contractor
requiring the service.
14. The Temporary Power Contractor shall completely
remove all temporary materials and equipment at
Project Completion. Underground lines may be
disconnected and abandoned in place with approval
of the Construction Manager. The temporary shed as
shown in Detail "e" shall remain the property of
Benson Electric.
15. Feeders to distribution panels from distribution
shed shall be 400 feet maximum length, with two hot
legs and one neutral of the same size as per NEC
Table 310-16 and Article 210-19a FPN.
16. Circuits to Power Centers from Distribution Panels
shall be installed per NEC Art. 305.
17. Feeders and Branch Circuits in 15. and 16. above
shall be protected from physical damage.
18. See Detail "e" for temporary power shed
requirements. This shall remain the property of
Benson Electric.
2.3
TEMPORARY SITE LIGHTING
The Temporary Power Contractor shall install and maintain area
lights on the meter poles as shown in Detail "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
TEMPORARY 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
2.6
A.
CONTINUING TEMPORARY ELECTRICITY MAINTENANCE
At the option of the Owner, the Temporary Power
Contractor shall provide a minimum of 1 person full time
for the duration of the construction, estimated to be 18
months. This person will maintain, relocate and repair
the temporary utilities covered under Articles 2.2, 2.3
and 2.4. The bid for this work shall be based on an
hourly rate for licensed electrician.
TEMPORARY LIGHTING
The Electrical Trade Contractor will be responsible for
the installation of the permanent electrical system and
shall also furnish, install and maintain temporary
lighting for construction needs throughout the
construction period and shall remove such temporary
lighting on completion of the Work.
1. Temporary artificial lighting shall be provided in
enclosed Work areas and all other work areas when
natural lighting does not meet minimum
requirements. Temporary artificial lighting in
Work areas shall produce uniform illumination of
20-foot candles.
2. Any Trade Contractor requiring temporary lighting
in addition to that specified, including lighting
for security, temporary offices, storage, shops and
other construction buildings, shall arrange and pay
for such additional temporary lighting.
3. Power requirements and source will be coordinated
with Article 2.2 above.
4. The Electrical Contractor shall comply with the
applicable requirements specified in sections of
Division 16 - Electrical. Materials shall be new,
and must be adequate for required usage, and must
not violate requirements of applicable codes and
standards.
5. Receptacles, fixtures and controls shall be
standard products, meeting UL standards.
6. The Electrical Contractor shall comply with all
applicable requirements specified in sections of
Division 16 Electrical, when installing the
temporary lighting, shall locate fixtures to
provide full illumination of required areas, shall
maintain the system to provide continuous service,
and shall modify and extend the service as the
progress of the Work requires.
7. The Electrical Contractor shall completely remove
temporary materials and equipment at Project
Completion, except for high voltage underground.
11/21/91
TEMPORARY UTILITIES
01510 - 4
2.7
A.
B.
C.
D.
2.8
TEMPORARY WATER
site Plumbing Contractor will arrange
service company, to provide water for
purposes.
with utility
construction
site Plumbing Contractor will provide temporary water at
locations of two (2) fire hydrants on fire water loop as
directed by Construction Manager; fire water loop will
be charged to provide construction water.
The Construction Manager will pay for water used for
temporary construction purposes.
Building 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 ventilation of enclosed
areas for curing of installed materials, to
disperse humidity, and to prevent hazardous
accumulations of dust, fumes, vapors, or gases.
2. If portable heaters are required, utilize only UL
approved units complete with controls.
3. Insure that all safety devices specified for
operation of equipment are functioning properly.
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
TEMPORARY SANITARY FACILITIES
A.
The Owner will provide sanitary facilities in compliance
with laws and regulations.
B.
The Owner will service, clean and maintain facilities and
enclosures.
2.10
TEMPORARY FIRE PROTECTION
The Trade Contractor responsible for the installation of the
permanent fire protection system shall furnish, install and
maintain temporary fire protection equipment, materials,
supplies and service within the buildings throughout the
construction period in accordance with the requirements of all
applicable codes and standards. Each floor shall have a
temporary fire protection system. Each Trade Contractor will
be responsible for fire protection required for his own work.
2.11
REMOVAL
A.
Completely remove temporary materials and equipment when
their use is no longer required.
B.
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
new lamps.
Prior to final inspection, the Trade Contractor
responsible for the building mechanical system
shall replace filters and worn or consumed parts of
mechanical equipment.
Trade Contractor
building lighting
lamps and insta II
2.
***************
END OF SECTION 01510
11/21/91
TEMPORARY UTILITIES
01510 - 6
approved and authorized such use. Each Trade
Contractor shall clean up and shall repair any
damage caused by the installation or by the use of
such temporary construction aids. Each Trade
Contractor shall restore any permanent facilities
used for temporary purposes to their specified
condition.
The foregoing obligations of the Trade Contractor are in
addition to his obligations under Article 10 of the General
Conditions.
2..3 TEMPORARY ENCLOSURES
A. The Trade Contractor responsible for installing the
permanent closure in an opening in an exterior wall shall
be responsible for installing, maintaining, and removing,
as the Work progresses, a temporary weather-tight
enclosure for that opening as necessary to provide
acceptable working conditions, to provide weather
protection for interior materials, to allow for effective
temporary heating, and to prevent entry of unauthorized
persons.
1. Each Trade Contractor shall install such temporary
enclosures as soon as is practical after the
opening is constructed or as directed by the
Construction Manager.
2. Temporary enclosures shall be removable as
necessary for the Work and for handling of
materials.
3. Temporary enclosures shall be completely removed
when construction needs can be met by the use of
the permanent closures.
4. The Trade Contractor responsible for providing,
maintaining, and removing the temporary enclosure
shall clean and shall repair any damage caused by
the installation of such enclosure.
5. Each Trade Contractor shall remain responsible for
insuring that his work, material, equipment,
supplies, tools, machinery, and construction
equipment is adequately protected from damage or
theft and shall provide, maintain and remove such
additional temporary enclosures as may be deemed
necessary.
The foregoing obligations of the Trade Contractor are in addition
to his obligations under Article 10 of the General Conditions.
****************
END OF SECTION 01520
04/09/91
CONSTRUCTION AIDS
01520 - 2
SECTION 01520
CONSTRUCTION AIDS
PART 1 - GENERAL
1.1 SUMMARY
A. section includes:
1. Construction aids
2. Temporary enclosures
1.2 REQUIREMENTS OF REGULATORY AGENCIES
B.
Comply with Federal,
regulations.
state and local codes and
PART 2 - PRODUCTS
2..1 MATERIALS - GENERAL
A. Materials may be new or used, suitable for the intended
use and shall not violate requirements of applicable
codes and standards.
2..2 CONSTRUCTION AIDS
A. Each Trade Contractor shall be responsible for
furnishing, installing, maintaining, and removing on
completion of the Work all scaffolds, staging, ladders,
stairs, ramps, runways, platforms, railings, chutes, and
other such facilities and equipment required by his
personnel to insure their safety and facilitate the
execution of the Work.
1. Each Trade Contractor shall comply with all
Federal, state and local codes, laws and
regulations governing such construction aids.
2. Each Trade Contractor shall relocate such
construction aids as required by the progress of
construction, by storage or work requirements, and
to accommodate the legitimate requirements of the
Owner or Construction Manager or other separate
contractors employed at the site.
3. Each Trade Contractor shall completely remove
temporary scaffolds, access, platforms, and other
such materials, facilities, and equipment, at the
completion of the Work or when construction needs
can be met by the use of the permanent
construction, provided the Construction Manager has
04/09/91
CONSTRUCTION AIDS
01520 - 1
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
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SECTION 01560
TEMPORARY CONTROLS
PART 1 - GENERAL
1..1 SUMMARY
A. Section Includes:
1. Water control
2. Dust control
3. Erosion and sediment control
4. Pollution control
B. Related sections:
1. SCOPES OF WORK
1..2 WATER CONTROL
A. site Grading Contractor shall grade site to drain.
B.
Protect site from puddling or running water.
water barriers to protect site from soil
Maintain excavations free of water. Provide,
and maintain pumping equipment.
Provide
erosion.
operate,
1..3 DUST CONTROL
A. Execute the Work by methods to minimize raising dust from
construction operations.
B. Provide positive means to prevent airborne dust from
dispersing into atmosphere.
1..4 EROSION AND SEDIMENT CONTROL
A. Plan and execute construction by methods to control
surface drainage from cuts and fills, from borrow and
waste disposal areas. Prevent erosion and sedimentation.
B. Minimize amount of bare soil exposed at one time.
C. Provide temporary measures such as berms, dikes, and
drains, to prevent water flow.
D. Construct fill and waste areas by selective placement to
avoid erosive surface silts or clays.
E. Inspect earthwork to detect evidence of erosion and
OS/20/91
TEMPORARY CONTROLS
01560 - 1
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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
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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
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SECTION 01590 ,
FIELD OFFICES AND SHEDS
. "
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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, andmaintain
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
off ice 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
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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
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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 delivery date. The Trade Contractor shall be
responsible for arranging and paying for the use of property
off the site for storage of materials and equipment as may be
required.
1..5 SECURITY
A. Each Trade Contractor shall be totally responsible for
the security of his work, materials, equipment, supplies,
tools, machinery, and construction equipment.
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
*************
END OF SECTION 01600
04/09/91
MATERIAL AND EQUIPMENT
01600 - 2
SECTION 01630
POST-BID SUBSTITUTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Post-bid substitutions
1.2 SUBSTITUTIONS
A. Base Bid shall be in accordance with the Contract
Documents.
B.
After the end of the bidding
requests will be considered only
1. Product unavailability
2. Other conditions beyond
Contractor.
period, substitution
in the case of:
the control of the
C. Submi t a separate request for each substitution. Support
each request with the following information:
1. Complete data substantiating compliance of proposed
substitution with requirements stated in Contract
Documents:
a. Product identification, including
manufacturer's name and address.
b. Manufacturer's literature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
c. Samples, as applicable.
d. Name and address of similar projects on which
product has been used and date of each
installation.
2. Itemized comparison of the proposed su1::sti tution
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. Substi tutions wi II not be considered for acceptance when:
1. A substitution is indicated or implied on shop
drawings or product data submittals without a
formal request from Bidder.
2. Acceptance will require substantial revision of
Contract Documents.
3. In judgement of Architect or Construction Manager,
the substitution request does not include adequate-
information necessary for a complete evaluation.
4. Requested directly by a subcontractor or supplier.
E. Do not order or install substitute products without
written acceptance of Construction Manager.
F. Architect will determine acceptability of proposed
substitutions.
G. No verbal or written approvals other than by Change Order
will be valid.
1..3 CONTRACTOR'S REPRESENTATION
A. In making formal request for substitution the Contractor
represents that:
1. The proposed product has been investigated and it
has been determined that it is equivalent to or
superior in all respects to the product specified.
2. The same warranties or bonds will be provided for
the 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.
04/09/91
POST-BID SUBSTITUTIONS
01630 - 2
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
04/09/91
POST-BID SUBSTITUTIONS
01630 - 3
TO: Project Architect
HANSEN LIND MEYER INC.
c/o Morrison-Knudsen/Gerrits
P.O. Box 5283 5090 Jr. College Road, Key West, Fl. 33040
(305)292-7845 FAX (305)292-9697
We hereby submit for your consideration the following product inst~ ~ of
the specified item for the above project:
DRAWING NO.
DRAWING NAME
SPEC. SEC.
SPEC. NAME
PARAGRAPH
SPECIFIED ITEM
Proposed Substitution:
Attach complete information on changes to Drawings and/or SpecificationE
which proposed substitution will require for its proper installation.
Submit with request necessary samples and substantiating data to prove
equal quality and performance to that which is specified. Clearly mar~
manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality are
of equal performance and assumes liability for equal performance, equaJ
design and compatibility with adjacent materials.
Submitted By:
Title
signature
Firm
Address
Telephone
Date
Signature shall be by person having authority to legally bind his firm t(
the above terms. Failure to provide legally binding signature will resu11
in retraction of approval.
For use by the Architect:
____Recommended ____Recommended as noted
____Not Recommended ____Received too late
____Insufficient data received
By
Date
0~.ln0101
"';:)r""'l~rr_'DTT'"'\ CY"':"'C-C/"T"'TfT'T'rr'T0"!C
n1r::,n - t
Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings?
Yes
No
If yes, clearly indicate changes.
B. Will the undersigned pay for changes to the building design,
including engineering and detailing costs caused by the requested
substitution?
Yes
No
If no, fully explain:
C. What effect does substitution have on other Contracts or other
trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same
Different. Explain:
F. Reason for Request:
G.
Itemized comparison of specified item(s)
substitution; list significant variations:
with the proposed
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 facilitate start-up acti vi ties.
H. When specified in individual Specification Sections,
require manufacturer to provide authorized representative
to be present at the site to inspect, check and approve
11/21/91
STARTING OF SYSTEMS
01650 - 1
equipment or system installation prior to start-up, and
to supervise placing equipment or system in operation.
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
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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. Submi t preliminary schedule for the Owner's approval,
listing times and date for demonstration of each item of
equipment and each system, two weeks prior to proposed
dates.
B. Provide operating and maintenance manuals to owner (4)
weeks prior to demonstrations.
C. Submit reports within one week after completion of
demonstrations, that demonstrations and instructions have
been satisfactorily completed. 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
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operation; testing, adjusting, and balancing has been
performed; and equipment and systems are fully
operational.
B.
Have copies
manuals at
instructions.
of completed operation and maintenance
hand for use in demonstrations and
3..2 DEMONSTRATION AND INSTRUCTIONS
A. Demonstrate operation and maintenance of equipment and
systems to the Owner's personnel two weeks prior to date
of final inspection. For equipment requiring seasonal
operation, perform instructions for other seasons within
six months.
B. Use operation and maintenance manuals as basis of
instruction. Review contents of manual with personnel in
detail to explain aspects of operation and maintenance.
c. Demonstrate start-up, operation, control, adjustment,
maintenance, servicing, trouble-shooting and shutdown of
each item of equipment at agreed-upon times, at
designated location.
D. Prepare and insert additional data in operations and
maintenance manuals when need for additional data becomes
apparent during instructions.
3..3 TIME ALLOCATED FOR INSTRUCTIONS
A. The amount of time required for instruction on each item
of equipment and system is specified in individual
sections.
**************
END OF SECTION 01670
04/30/91
SYSTEMS DEMONSTRATIONS
01670 - 2
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 - GENERAL
1..1 SUMMARY'
A. section includes:
1. Closeout procedures
2. Adjusting
B. Related sections:
1. SECTION 01027 - APPLICATION FOR PAYMENT
2. SECTION 01650 - STARTING OF SYSTEMS
3. SECTION 01730 - OPERATION AND MAINTENANCE DATA
4. SECTION 01740 - WARRANTIES AND BONDS
5. SECTION 08710 - FINISH HARDWARE
6. SECTION 11196 - SECURITY HARDWARE
1..2 PROJECT TERMINATION
A. the Contract requirements are met when construction
activities have successfully produced, in this order,
these three terminal activities:
1. Substantial Completion
2. Final Completion
3. Final Payment
1..3 SUBSTANTIAL COMPLETION
A. Submi t to the Construction Manager when the Work is
substantially complete:
1. A written notice that the Work, or designated
portion thereof, is substantially complete.
2. A list of items to be completed or corrected (Punch
List).
3. Request Substantial Completion Observation at a
mutually agreeable date.
4. certifications of systems and testing/balancing
final reports.
5. Submit evidence of compliance with requirements of
governing authorities:
a. Certificate of Occupancy
b. certificates of Inspection:
1) Elevators
2) Mechanical systems
3) Electrical systems
4) Kitchen equipment
04/09/91
CONTRACT CLOSEOUT
01700 - 1
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5) Fire protection system
6) Security system
B. within a reasonable time after receipt 0:: such notice
the Architect, the Construction Hanager, the
Contractor, and the Owner, will make an I)bservation 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 promp':ly notify the
ContLactor in writing, giving the reasons.
2. The contractor shall remedy the deficiencies in the
Work, and send a second writb~n notice of
substantial completion.
3. The Work will be reobserved.
D. When the Work is considered substantiall~ complete, the
following will occur:
1. The Construction Manager will preparl~ a certificate
of Substantial Completion on AI~ Form G704,
accompanied by the Contractor's punc'l List of items
to ,be completed or corrected, as verified and
amended. Contract responsibilities <ire not altered
by inclusion or omission of requirecl Work from the
punch list.
2. The certificate will be executed by .ill parties and
distribution made.
E. complete or correct items identified on the punch lis~
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 wrH:ten request to
the construction Manager for final inspe~tion.
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 accorjance with the
contract Documents.
4. Equipment and systems have been tested in the
presence of the Owner's represen ':ati ve and are
operational.
5. Work is completed and ready for firal observation.
01700 - ....
04/09/91
CONTRACT CLOSEOUT
.- ..-.----- .-.---,------..-- _...._--...-.~. ----.. -~- -...-----...---------.-...... ..----.-------. --~ --
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C. The Architect, the Construction Manager, the Contractor
and the Owner will make an inspection to verify the
status of completion with reasonable promptness after
receipt of such certification.
D. Should the Work be considered incomplete or defective:
1. The Construction Manager will promptly notify the
Contractor in writing, listing the incomplete or
defective work.
2. The Contractor shall take immediate steps to remedy
the stated deficiencies and send a second written
certification to the Construction Manager that the
Work is Complete. ,
3. The Work will be reinspected.
E. When the Work is acceptable under the Contract Documents
the Contractor shall make closeout submittals.
1..5 THE CONTRACTOR'S CLOSEOUT SUBMITTALS TO THE ARCHITECT
A.
Project Record Documents:
01720.
to requirements of SECTION
B. Operating and maintenance data, instructions to the
Owner's personnel: to requirements of SECTION 01730.
C.
Keys and keying schedule:
08710 & 11196.
to requirements of SECTION
D. Spare parts and maintenance materials: to requirements
of individual sections.
E. Evidence of payment and release of liens: to
requirements of General and Supplementary Conditions.
1..6 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Architect.
B. Statement shall reflect adjustments to the Contract Sum:
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous Change Orders
b. Allowances
c. Unit Prices
d. Deductions for uncorrected Work
e. Penalties and bonuses
f. Deductions for liquidated damages
g. Deductions for reinspection payments
h. Other adjustments
3. Total Contract Sum, as adjusted
04/09/91
CONTRACT CLOSEOUT
01700 - 3
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4. Previous payn,ents
5. Sum remaining due
C. The Construction Manager will prepare a :'inal Change
Order, reflecting adjustments to the Contract Sun which
were not previously made by Change Orders.
1. .7 FINAL APPLICATION FOR PAYMENT
A. The Contractor shall submit the final App Lication for
Payment in accordance with procedures Clnd 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
CO>~TRACT 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. Pr ior to f ina 1 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 filters and the
replacement of disposable filters if units were
operated during construction.
2. The cleaning of ducts, blowers, and coils if the
units were operated during construction.
N. Remove from the site all facilities of items installed or
used for temporary purposes during construction.
O. Restore all adjoining areas to their original or
specified condition.
****************
END OF SECTION 01710
04/09/91
FINAL CLEANING
01710 - 2
SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1..1 SUMMARY
A. Section includes:
1. Maintain at the job site one copy of:
a. Record Contract Drawings
b. Record Project Manual
c. Coordination drawings
d. Addenda
e. Reviewed shop drawings
f. Change Orders
g. Other modifications to the Contract
h. Field test records
1. . 2 GENERAL
A. store documents in cabinets in temporary field office,
apart from documents used for construction.
B. Maintain documents in clean, dry, legible condition.
C. Do not use Project Record Documents for construction
purposes.
D. Make documents available for inspection by the
Construction Manager, the Architect and the Owner.
E. Failure to maintain documents up-to-date will be cause
for withholding payments.
F. Obtain from the Construction Manager (at no charge) two
sets of the Contract Documents for Project Record
Documents including:
1.
2.
Specifications with
Two complete sets
Drawings.
One complete set of
all addenda.
of black line 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 unti 1 required
information has been recorded.
D. Contract Drawings:
1. Required information may, as an option, be entered
on a "working set" and then at completion of
Project transfer the information to final submitted
"Project Record" set.
2. Legibly mark to record actual construction:
a. Depths of various elements of foundation in
relation to survey data.
b. Horizontal and vertical location of
underground utilities and appurtenances
referenced to permanent surface improvements.
c. Location of internal utilities and
appurtenances concealed in construction
referenced to visible and accessible features
of structure.
d. Field changes of dimension and detail.
e. Changes made by Change Order or Construction
Change Directive.
f. Details not on original Contract Drawings.
E. Specifications and Addenda:
1. Legibly mark up each section to record:
a. Manufacturer, trade name, catalog number and
supplier of each product and item of equipment
actually installed.
b. Changes made by Change Order or Construction
change Directive.
c. Other items not originally specified.
F. Conversion of schematic layouts:
1. Arrangement of conduits , circuits, piping, ducts
and similar items are in most cases shown
schematically on the Drawings.
2. Legibly mark to record actual construction:
a. Dimensions accurate to within 1" on the
centerline of items shown schematically.
b. Identify each item, for example, "cast iron
drain" "galvanized water".
c. Identify location of each item, for example,
"under slab", "in ceiling plenum", "exposed".
3. The Construction Manager may waive requirements of
schematic layout conversion, when in his opinion,
it serves no beneficial purpose. Do not, however,
rely on waivers being issued except specifically
issued by the Construction Manger in writing.
01/06/92
PROJECT RECORD DOCUMENTS (ADD. 2)
01720 - 2
1..4 SUBMITTAL
A. At completion of Project, deliver Project Record
Documents as delineated in paragraph 1.2 F. above, to the
Construction Manager prior to request for final payment.
B. Accompany submittal with transmittal letter, in
duplicate, containing:
1. Date
2. Project title and HLM Project number
3. The Contractor's name and address
4. Title and number of each record document
5. 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 AND MAINTENANCE DATA
PART 1 - GENERAL
1..1 SUMMARY
A. section includes:
1. Format and content of manuals
2. Instruction of the Owner's personnel
3. Schedule of submittals
B. Related sections:
1. SECTION 01301 - SUBMITTALS
2. SECTION 01700 - CONTRACT CLOSEOUT
3. Individual Specifications Sections: specific
requirements for operation and maintenance data.
1..2 QUALITY ASSURANCE
A. Prepare instructions and data by personnel experienced in
maintenance and operation of described products.
1. . 3 FORMAT
A. Prepare data in the form of an instructional manual.
B. Binders: commercial quality, 8-1/2" x 11" three-ring
binders with hardback, cleanable, plastic covers; 1-1/2"
maximum ring size. When multiple binders are used,
correlate data into related consistent groupings.
C. Cover: identify each binder with typed or printed title
OPERATION AND MAINTENANCE INSTRUCTIONS; 1 ist title of the
Project and separate building; identify subject matter of
contents.
D. Arrange content by systems under Section numters and
sequence of Table of Contents of these specifications.
E. Provide tabbed fly leaf for each separate product and
system, with typed description of product and major
component parts of equipment.
F. Text: manufacturer's printed data, or typewritten data
on 20 pound paper.
G. Drawings: provide with reinforced punched binder tab.
Bind in with text; fold larger drawings to size of text
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 1
pages.
1..4 CONTENTS, EACH VOLUME
A. Table of Contents: provide title of the Project; names,
addresses, and telephone numbers of the Construction
Manager, the Architect, consultants, and the Contractor
with name of responsible parties; schedule of products
and systems, indexed to content of the volume.
B. For each product or system: list names, addresses and
telephone numbers of subcontractors and suppliers,
including local source of supplies and replacement parts.
C. Product data: mark each sheet to clearly identify
specific products and component parts, and data
applicable to installation. Delete inapplicable
information.
D. Drawings: supplement product data to illustrate
relations of component parts of equipment and systems, to
indicate control and flow diagrams. Do not use the
Project Record Documents as maintenance drawings.
E. Type text: as required to supplement product data.
Provide logical sequence of instructions for each
procedure, incorporating manufacturer's instructions.
F. Warranties and bonds: bind in copy of each.
1..5 MANUAL FOR MATERIALS AND FINISHES
A. Building products, applied materials, and finishes:
include product data, with catalog number, size,
composition, and color and texture designations. Provide
information for re-order ing custom manufactured products.
B. Instructions for care and maintenance; include
manufacturer's recommendations for cleaning agents and
methods, precautions against detrimental agents and
methods, and recommended schedule for cleaning and
maintenance.
C. Moisture protection and weather exposed products:
include product data listing applicable reference
standards, chemical composition, and details of
installation. Provide recommendations for inspections,
maintenance, and repair.
D . Additional requirements; as specified in indi vidua 1
product specification sections.
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 2
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 operation and maintenance manuals as basis for
instruction. Review contents of manual with personnel in
detail to explain all aspects of operation and
maintenance.
D.
Prepare and insert additional
Maintenance Manual when need
apparent during instruction.
data in
for such
Operation and
data becomes
1..8 SUBMITTALS
A. Submit two copies of preliminary draft or proposed
formats and outlines of contents before start of the
Work. The Construction Manager and Architect will review
draft and return one copy with comments.
B. For equipment, or component parts of equipment put into
service during construction and operated by the Owner,
submit documents within ten days after acceptance.
C. Submit one copy of completed volumes in final form 15
days prior to final inspection. Copy will be returned
after final inspection, with Construction Manager and
Architect comments. Revise content of documents pr ior to
final submittal.
D. Submit two copies of revised volumes of data In final
form within ten days after final inspection.
OS/20/91
OPERATION AND MAINTENANCE DATA
01730 - 4
PART 2 - PRODUCTS
Not Used
PART 3 - EXECUTION
Not Used
**************
END OF SECTION 01730
OS/20/91
01730 - 5
OPERATION AND MAINTENANCE DATA