HomeMy WebLinkAboutBozeman Waste Water Treatment Facility Re-Roof
,
THE CITY OF BOZEMAN
20 E. OLIVE. P.O. BOX 1230
BOZEMAN, MONTANA 59771.1230
ENGINEERING DEPARTMENT
PHONE: (406) 582-2280 . FAX: (406) 582.2263
MEMORANDUM
May 7,2007
To:
Paul Luwe, City Attorney
From:
Bob Murray, Project Engineer ~/t'1
Re:
WWTP Re-roofing Project
Executed Contract Documents
Attached are seven (3) original signature copies of the executed contract documents and a completed
Construction Contract Documents Review Checklist for the above-referenced project for your
reVIew.
The documents appear to be in order.
Please review the documents at your earliest convenience and upon your concurrence I
recommend the documents be presented to the City Manager for his signature.
The Clerk of Commission should retain one copy of the fully executed documents and the
remaining copies should be returned to this office immediately for filing and distribution to the
Contractor.
Let me know if you have any questions.
cc: Chris Kukulski, City Manager
Debra H. Arkell, DPS
Brit Fontenot, Clerk of Commission
ERF
Project File
HOME OF MONTANA STATE UNIVERSITY
GATEWAY TO YELLOWSTONE PARK
ENGINEERING DIVISION
CONSTRUCTION CONTACT DOCUlVIENTS
REVIEV\' CHECKLIST
Checklist:
Notice of Award:
15 Issued within 60 days unless bid peri 0 extended in writing
Biel Opening date: rl
Bid Expiration clate:
Bid Form:
'f- Copy of original executed Bid Form included, or _ new executed copy matches original bid
Agreement:
~ MPW Standard form
1i:. All information is complete and accurate
-'t. Contract amount matches bid amount
-A Properly signed
Payment Bond:
l\:IP\Y Form, or K- Surrogate Form provided appears adequate
M. Correct amount (100% of bid amount)
'< City named O\vner
'::& Form un-date (ra be elated upon execution by Owner)
Performance Dond:
lvlP\V Form, or ~ Surrogate Form provided appears adequate
~ Correct amount (100% of bid amount)
.:i2 City named owner
't- Form un-date (to be dated upon execution by Owner)
,,~'
Power of Attorney:
~ Form provided and executed
Certificates of Insurance:
j;., Correct Amounts
~ City Named as Certificate Holder
)(, City Named as Additional Insured
i'. 45 day cancellation3~Je
_ ExpnatlOl1 date 1S
Other Special Submittals Required by Contract Documents (list):
(!:\fll~illeerillgl/or/lls\I)II1"kkrecllt('d cnnst COlltr(lctS chklist./IIrg
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I Bozeman Waste Water
- Treatment Facility
IRe-Roof
I
Bozeman, Montana
I
I PROJECT MANUAL
02.09.07
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PROJECT MANUAL
February 9, 1007 .
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
BOZEMAN, MONTANA
BID SET
OWNER
The City of Bozeman
Bozeman, Montana
II gn!-:ll~e~
101 a ma.n I 5DUClIO one I Dozeman mD 69716
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CONSULTANTS
ARCHITECT
Ii ~!!l~B~lll~
101 East Main St., Studio One
Bozeman, Montana 59715
(406) 586-7020
FAX (406) 586-8470
Attn: BILL HANSON
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BOZEMAN W ASTE WATER
TREATMENT FACILITY RE-ROOF
The Contract Documents, Specifications and Drawings,
have been reviewed by ThinkOne as to conformance
with accepted construction practice and
to applicable codes and regulations
involving public safety.
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
TABLE OF CONTENTS
GENERAL CONDITIONS
ADVERTISEMENT FOR BIDS
INSTRUCTIONS TO BIDDERS
PROPOSAL-GENERAL CONTRACT
AIA DOCUMENT A201-1997 - GENERAL CONDITIONS OF TIIE CONTRACT FOR
CONSTRUCTION
SUPPLEMENTARY GENERAL CONDITIONS
AGREEMENT FORM BETWEEN OWNER AND CONTRACTOR
MONTANA WAGE RATES
DIVISION 1 ~ GENERAL REQUIREMENTS
01100 SUMMARY
01140 WORK RESTRICTIONS
01250 CONTRACT MODIFICATION PROCEDURES
01290 PAYMENT PROCEDURES
01310 PROJECT MANAGEMENT AND COORDINATION
01320 CONSTRUCTION PROGRESS DOCUMENTATION
01330 SUBMITTAL PROCEDURES
01400 QUALITY REQUIREMENTS
01700 EXECUTION REQUIREMENTS
01731 CUTTING AND PATCHING
01732 SELECTIVE DEMOLITION
01770 CLOSEOUT PROCEDURES
DIVISION 6 - WOOD AND PLASTICS
06100 ROUGH CARPENTRY
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07531 TPO SINGLE-PLY MEMBRANE ROOFING
07620 SHEET METAL FLASHING AND TRIM
07920 JOINT SEALANTS
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
ADVERTISEMENT FOR BIDS
Notice is hereby given that sealed Bids for the Bozeman Waste Water Treatment Facility Re-
Roof will be rec;:eived by the Clerk of Commission at the office of the Clerk of Commission, 411
East Main Street, Bozeman, Montana, 59715 until 2:00 pm, Tuesday, March 13,2007 at which
time they will be publicly opened and read aloud.
Bids shall be submitted on forms provided with the Contract Documents. Contract Documents
may be obtained from the office of ThinkOne, 101 E. Main St., Studio One, Bozeman, MT
59715 Ph: (406) 586-7020 Fax: (406) 586-8470.
A pre-bid conference has been scheduled for 10:00 am, Wednesday, February 28, 2007.
Please meet at the project site located at 255 Moss Bridge Road, Bozeman, MT.
Attendance at the pre-bid conference is not mandatory, however, it is strongly suggested in order
to familiarize you with the project site and existing conditions.
Bids shall be accompanied by an acceptable form (a bond, lawful US money, cashiers check,
bank money order, or bank draft) of Bid Guaranty in an amount equal to 10 percent (10%) of the
proposal. The successful Bidder will furnish acceptable Performance and Labor and Material
Payment Bonds in amounts of 100 percent (100%) of the Contract sum, within ten (10) days after
the award of the Contract.
Each prime bidder or subcontractor shall register with the State of Montana within 10 days after
the A ward of Contract. The Contractor and all subcontractors shall comply with all state and
fed end fair labor practices. All contractors and subcontractors must pay all workers performing
labor on this project the Montana prevailing wage rates for District 6 for all construction
contracts over $25,000.
No bidder may withdraw his bid for at least thirty (30) days after the scheduled time for receipt of
bids, except as noted in the Information for Biddets.
The City of Bozeman, hereinafter called the Owner, reserveS the right to reject any or all bids and
to waive any fonnality or technicality in any proposal in the interest of the Owner.
Brit Fontenot
Clerk of Commission
411 East Main Street
Bozeman, Montana 59715
ADVERTISEMENT FOR BIDS
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BOZEMAN WASTE WATER
TREATMENT F AClLlTY RE-ROOF
INSTRUCTIONS TO BIDDERS
Proposals must be made in accordance with these Instructions to Bidders.
1. DOCUMENTS: Bona fide bidders may obtain Drawings and Specifications from the
Architect: THINKONE
101 E. Main St., Studio One
Bozeman, Montal'la 59715
Phone: (406) 586.7020
Fax: (406) 586-8470
Drawings and Specifications will be on file at the following:
Builders Exchange
1105 Reeves Road, Ste 800
Bozeman, Montana 59718.7725
Phone: (406) 586-7653
Fax: (406) 586-4062
Missoula Plan Exchange
201 North Russell
Missoula, MT 59801
Phone: (406) 549-5002
Fax: (406) 721.2941
City of Bozeman
20 East Olive
P.O. Box 1230
Bozeman, Montana 59771-1230
Phone: (406) 582-2260
Fax: (406) 582-2263
Billings Builders Exchange
2050 Broadwater
Billings, Montana 59102
Phone: (406) 652-1311
F<\X: (406) 652-1391 Fax
Butte Builders Exchange
305 West Mercury Ste 401
Butte, Montana 59701
Phone: (406) 782-5433
Fax: (406) 782-5433
2. EXAMINATION: Bidders shall carefully examine the documents and the construction
site to obtain first hanq knowledge of existing conditions. Contractors will not be given
extra payments for conditions which can be determined by examining the site and
documents.
3. QUESTIONS: Submit all questions about the Drawings and Specifications to the
Architect. Replies will be issued to all prime bidders of record as Addenda to the
Drawings and Specifications and will become part of the Contract. The Architect and the
Owner will not be responsible for, nor can they give oral clarification. Questions
received less than 96 hours before the bid opening may be clarified via Facsimile
transmission if determined necessary by the Architect. During the time period between
the Bid Opening and Bid Award, Architect may only make representations specifically
authorized by Owner.
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
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4.
SUBSTITUTIONS: In order to establish a basis of quality, c~rtain materials or articles
are specified by designating one or more manufacturer's names, brands or numbers. It is
not the intent of the Specifications to exclude other materials or articles that measure up
to the standard of those specified. Where equipment, materials, or articles are referred to
in the Specifications, Contractor shall furnish to the Architect for his approval the name
of the manufacturer of the material which he contemplates incorporating into the work,
together with their performance capacities, physical size and characteristics and other
pertinent information. Due to the need of effective prosecution and completion of the
work, it is required that the Contractor submit to the Architect, within a period of twenty
(20) calendar days after Notice to Proceed, all requests for approval of substitutions.
After expiration of considered, and specified materials shall be installed as specified.
Subsequent rejection by the Architect of an installation without approved substitutions
shall be at the risk of the Contractor.
5.
BASIS OF BIDS: The Bidder must include pricing for all buildings shown on the
Proposal forms; failure to comply may be cause for rejyction. The Owner maintains the
right to eliminate any of these buildings from the scope of the contract.
6.
PROPOSALS: Owner invites following proposals: General Contract.
The bidder shall submit his proposal on the forms bound in these Contract Documents.
Neither the proposal nor any other pages bound herein or attached hereto shall be
detached. The blank spaces in the form, if any, must be filled in correctly for each item.
Bidder must state the prices in words and in figures for each building to be re-roofed, as
indicated. All bid proposals must be totaled, and in cases of errors or discrepancies the
prices written in words shall govern. Any information written in areas outside the blank
spaces will not be considered and may cause the entire bid to be rejected. Any bid not
displaying the above information will be considered incomplete and may not be read.
Where bidder is a corporation, bid proposals must be signed with the legal name of the
corporation followed by the name of the state of incorporation and the legal signature of
an officer authorized to bind the corporation to a contract.
Envelopes and Bid shall include the Contractor's Montana State Contractor's Registration
Number. Bids shall be received no later than 2 pm, TueSday, March 13,2007.
Address the opaque sealed envelope:
To: City Clerk of Commission
411 East Main Street
Bozeman, Montana 59715
Project: Bozeman Waste Water Tre~tment Facility Re-Roof
Bozeman, Montana
From: Contractor's Name
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9.
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
7.
BID SECURITY: Bid security shall be made payable to City of Bozeman, in the amount
of 10% of the Proposal Sum. Bid Security niay be one of the following:
A. Lawful moneys of the United States, or
B. Cashier's check, certified check, bank money order, or bank draft made payable or
endorsed to the Owner, in any case drawn and issued by a national banking
association located in the State of Montana, or by any banking corporation
incorporated under the laws of the State of Montana, or
C. A bid bond or bonds executed by a surety corporation authorized to do business in
the State of Montana.
D. The successful Bidder's security will be retained until he has signed the Contract
and furnished the required Performance and Labor and Material Payment Bonds.
The Owner reserves the right to retain the security of the next three lowest Bidders
until the low Bidder enters into contract or until 30 days after bid opening,
whichever is shorter. All other bid security will be returned as soon as
practicable. If any bidder refuses to enter into a Contract within 10 days, the
Owner will retain his Bid Security as liquidated damages, but not as a penalty.
8.
MODIFICATION AND WITHDRAWAL OF BIDS: Proposals may not be modified
after submittal, except as herein after provided. Bidders may withdraw Proposals at any
time before bid opening, but may not re-submit them. No proposal may be withdrawn or
modified after the bid opening except where the award of Contract has been delayed for
30 days.
Bidder may modify his bid by facsimile communication at any time prior to the scheduled
closing time for receipt of bids, provided such communication is received by the Owner
prior to the closing time, and provided further, the Owner receives a written confirmation
of the modification with the signature of the Bidder one day prior to the closing time of
the bid.
QUALIFICATIONS: The Owner may make such investigations as he deems necessary to
determine the ability of the bidder to perform the work, and the bidder shall furnish to the
Owner all such information and data for this purpose as the Owner may request. The
Owner reserves the right to reject any bid if the evidence submitted by, or investigation
of, such bidder fails to satisfy the Owner that such bidder is properly qualified to carry out
the obligations of the Contract and to complete the work contemplated therein.
Conditional bids will not be accepted.
10.
DISQUALIFICATION: The Owner reserves the right to disqualify Proposals, before or
after opening, upon evidence of collusion with intent to defraud or other practices upon
the part of the Bidder.
11.
OPENING: Proposals will be opened as announced in the Invitation to Bid.
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12.
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
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A WARD OR REJECTIQN OF BIDS: The contract will be awarded to the lowest
responsible bidder, including full consideration of any alternates. Owner reserves the
right to reject any and all bids and to waive any informality or irregularity in any bid
received.
The lowest responsible bidder shall be determined on the basis of the lowest Base Bid or
the lowest combination of Base Bid and Alternate Bids, if Alternate Bids are included.
The Owner shall award such contract to the lowest responsible bidder in accordance with
the applicable resident bidding statutes of the State of Montana. The selection of
contractor and award of bids is subject to ratification of the City Commission.
Bidder agrees if, within twenty~four hours after the bids are opened, any Bidder files a
duly signed, written notice with Owner and promptly thereafter demonstrates to the
reasonable satisfaction of Owner, that a material and substantial mistake in the
preparation of the bid was made, the Owner may allow the Bidder to withdraw its bid and
the Bid Security will be returned. Thereafter that Bidder will be disqualified from further
bidding on the work provided hereunder. Failure to claim a mistake as set forth herein
shall constitute a waiver to assert the mistake at a later time.
13.
EXECUTION OF CONTRACT: The City of Bozeman Agreement Form, provided
herein, will be used as the contracting instrument.
The contract form shall be signed by the proper representative of the contracting firm.
14.
PERFORMANCE. LABOR AND MA TERlAL PAYMENT SECURITY: The Owner
shall require the successful contractor to furnish a Performance Bond in the amount of
100% of the contract price as security for the faithful performance of his contract.
The Owner shall require the successful contractor to furnish a Labor and Material
Payment Bond in the amount of 100% of the contract price as security for the payment of
all persons performing labor and furnishing materials in connection therewith.
The Owner shall retain such security for a time period of up to twelve months after
completion and acceptance of the Project by the Owner.
15.
CERTIFICATE OF INSURANCE: Certificates of Insurance, for the limits described
elsewhere in these Contract Documents, will be required to be submitted to the Architect
and Owner prior to the issuance of the Notice to Proceed.
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
16. POWER OF ATTORNEY: Attorneys-in~fact who sign contract bonds must file with
each bond a certified and effectively dated copy oftheir power of attorney:
One original copy shall be furnished with each set of bonds.
Others furnished with a set of bonds may be copies of that original.
Attorneys-in-fact who have their current Power of Attorney on file with the State Auditor
do not need to submit these copies with contract bonds.
17. LAWS AND REGULATIONS: The bidder's attention is directed to the fact that all
applicable federal and state laws, municipal ordinances, and the rules and regulations of
all authorities having jurisdiction over the project shall apply to the contract throughout
and will be deemed to be included in this contract the same as though herein written in
full.
1. All Contractors and Subcontractors perfonning work on this project must have
a City of Bozeman Business license.
18. CONDITIONS OF WORK: Each bidder must infonn himself fully of the conditions
relating to the construction of the project and the employment of labor thereon. Failure to
do so will not relieve a successful bidder of his obligation to furnish all materials and
labor necessary to carry out the provisions of his contract.
19. INTERPRETATION OF CONTRACT DOCUMENTS:
Bidder shall promptly notify the Architect of any ambiguity, inconsistency, or error which
they may discover upon examination of the Contract Documents or of the site and IQcal
conditions.
20. ASBESTOS:
1. The existing roof products within the scope of this project contain asbestos. The
Contractor shall abllte and dispose of the material as Class II asbestos work unqer the
OSHA Construction Standards.
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2. All materials, products, or equipment used for the construction of this work shall be
totally free of asbestos. The Contractor shall certify in writing at completion of the
work that all materials, products, and equipment installed do not contain asbestos. It
will be the Contractor's responsibility to ascertain from manufacturers, suppliers, and
subcontractors that all materials, products, and equipment used are asbestos free.
21. COMPLETION OF WORK
Work on this contract shall commence within 30 calendar days of the Notice to Proceed.
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--- BOZEJ.MN WASlE WATER
TREATMENT FACILITY lffi..ROOF
PROPOSAL-GENERAL CONTRACT
Bozeman Waste Water Treatment Facility Re--Roof
Bozemant Montana .
. City of Bozeman
. 20 East Olive
P.O. Box 1230
Boz~man. Montana. 59771-1230
Dear Sirs:
Th~ undersign.ed; havin~ famili~d' himsel{~th the conditions of the work and the Co~tr~
. Documents as prepared by THINKONE, 101 E~ Main St., Studio One, Bozeman, MT 59715
.' (406) 586-7020, agrees to furnish all tabor. equipment, materials and services necessarY to
com~lete th~ work cove~ by the plans an~ specifications and Contr.act Documents.
. .
1t is the intent .of the City of Bozeman to re-roof Seven (7) b~ldings at the, Waste Water"
.. Treatment Plant. Furth~ore. the City'maintains the right. to eliminate any of these buildings,
from. the scope of this contract. ,. . , '
. BASE BID: .
. Provide all neces~ labor ~d materials required to complete the Work according to the plans
and specifiCations as described herem. Provide lump sum pricing for each of the following
buildings:' , . .
1. .. Lift Station No. 2Hfken +hOUSatld..- OAlt hfJl1tlred. ~
DqU.:'ARSSJ5)30.0D,. ..... '.... .' '. ",.' .
2. . Floatation llickeiier BuildingThir-fJ bfV6-thOLt'McC5e>>en h~
DOLLARS s31} 7fO. 00.. '. . ..
..,., .
3. Lift Station No. I -ri>>eIVe.r.IhOUswJv O~ hfJYJdJeAsVI)
DOLLARS $/a) I~,n. 00" . . .'
4.. ... Recycle Slodge ~uilding /I!i~ -lhousaJtL1iJveeA1LUJC1rerl +DffU
DOLLARSSCjp'lO,DO.,' J
5. . Mainll:nance Building T ~ +hol.!.~ 1m -- -
DOLLARSsgqOJaro. .
PROPOSAL
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'.
, "BoZEMAN WASTE W AT.
, ' ,',' TREATMENT FACILITY RE-RO '
, 6., ,scUm~it~uil~g Four -/houY1n~+hlJ.,Y HUVlt/Jr(c(
DOLLARS $ ~ 4[(); 00_
'7. Pretreatment Building MNe)o.vl.l-h~-+h iriJ0v)dte~-twiI.
,DOLLARS $J~3~O. til ' " ' -
Tbis bidder acknowledges receipt of the following:
, ADDENnUMNO. 'J
DATFD 3-fo/D1
DATED
, ADDENDUM NO.
APDENDUM NO. , ,
DATED
, ,
" And~,ce~fies that'he i~ a duly and registered Mon~ Contractor,
," ,cgf9~' , ,
, Number " " 'Class ' , '
.... . .. :M~IWl)rISS 0fMDrrftu1~6 dho...:.
FlRMN~ ..HISS~htRk~J a~~j
BY: ~rt, Gcx-dOh Pre.rid.r2Kt . '
...;~~~..
BtJS~SSADDRESS; A,O. 8ox: 10
, ,',,", MiSSoWDt;MT ~?~Of.o
..: "TELEPHO~NUMBER: 'LjOb 1fAr-- Jfo~ 0
.. STATE OF INCORPORATION: 1offfaY}~ .
SEAL: :
, PROPOSAL
p.
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1997 EDITION
AlA DOCUMENT A201-1997
General Conditions of the Contract for Construction
TABLE OF ARTICLES
1. GENERAL PROVISIONS
2.
OWNE R
3.
CONTRACTOR
4. ADMINISTRATION OF THE CONTRACT
5. . SUBCONTRACTORS
6. CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
7.
CHANGES IN THE WORK
8.
TIME
9.
PAYMENTS AND COMPLETION
10. PROTECTION OF PERSONS AND PROPERTY
11. INSURANCE AND BONDS
12. UNCOVERING AND CORRECTION OF WORK
B. M!SCElLANEOUS PROVISIONS
14. TERMINATION OR SUSPENSION OF THE CONTRACT
CAUTION, You shollld lIS(' un origill/d iliA document with the AlA logo printed ill red. An original assures thaI
dUl11gcs will not he ohsmrcd as may ocellr whell dOCIIl11e/1lS arc reproduced.
Copyrighl191l. ;915, 1918. i925, 1937, 1951, 1958, 1961, 1963, 1966, 1967,1970,1976,1987, CD1997 by The American Institute of Architects.
Fifteenth Edition. Reproduction of the material herein or substantial quotation of ih provisions without written permission of
the AlA violates the copyright laws of the United States and will subject the violator to legal prosecution.
WARNINc;, Unlicensed photocopying IIlolates U,S. copyrl,;tht laws and will sublect the IIlolator tll le!!al orosecution.
This document has impor-
tant legal consequences.
Consultation with an
attorney is encouraged
with respect to its
completion or modification.
This document has been
approved and endorsed by
The Associated General
Contractors of America.
@1997 AIA@
AlA DOCUMENT AlOl-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
01 Architects
1735 New York Avenue, N.W.
Washington, D_C. 20006-5292
.
Rill'
~. .0
o. .0
o. ~~.o
O'O::;fS~
c==:J
(l1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
INDEX
Acceptance of Nonconforming Work
9.6.6,9.9.3,12.3
Acceptance of Work
9.6.6,9.8.2,9.9.3,9.10.1,9.10.3, 12.3
Access to Work
3.16, 6.2.1, 12.1
Accident Prevention
4.2.3, 10
Acts and Omissions
3.2,3.3.2,3.12.8, 3.18, 4.2.3, 4.3.8, 4-4-1, 8.3.1, 9.5.1,
10.2.5,13.4.2,13.7,14.1
Addenda
1.1.1, 3.11
Additional Costs, Claims for
4.3.4,4.3.5,4.3.6,6.1.1,10.3
Additional Inspections and Testing
9.8.3,12.2.1,13.5
Additional Time, Claims for
4.3.4,4.3.7, 8.3.2
ADMINISTRATION OF THE CONTRACT
3.1.3,4,9-4,9.5
Advertisement or Invitation to Bid
1.1.1
Aesthetic Effect
4.2.13,4.5.1
Allowances
;u
AlI~risk Insurance
11.4.1.1
Applications for Payment
4.2.5,7.3.8,9.2,93,9.4,9.5.1,9.6.3,9.7.1,9.8.5,
9.10, 11.1.3, 14.2-4, 1443
Approvals
2-4,3.1.3,3.5,3.10.2,3.12,4.2.7,9.3.2,13.4.2,13.5
Arbitration
4.3.3,4.4,4.5.1,4.5.2,4.6, 8.3.1,9.7-1,11.4.9, 11.4.10
Architect
4.1
Architect, Definition of
4.1.1
Architect, Extent of Authority
2.4, 3.12.7,4.2,4.3.6,4.4,5.2,6.3,7.1.2,7.3.6,7-4,
9.2,9.3.1,9.4,9.5,9.8.3,9.10.1,9.10.3,12.1,12.2.1,
13.5.1,13.5.2, 14.2.2, 14.2.4
Architect, Limitations of Authority and
Responsibilit y
2.1.1, 3.3.3, 3.12-4, 3.12.8, 3.12.10, 4.1.2,4.2.1, 4.2.2,
4.2.3,4.2.6,4.2.7, 4.2.10,4.2.12,4.2.13,4-4, 5.2.1,
7-4,9.4.2,9.6.4,9.6.6
Architect's Additional Services and Expenses
2.4,11-4.1.1,12.2.1, 13.5.2, 13.5.3, 14.2.4
Architect's Administration of the Contract
3.1.3,4.2,4.3-4, 4.4,9-4,9.5
Architect's Approvals
2.4,3.1.3,3.5.1,3.10.2,4.2.7
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Architect's Authority to Reject Work
3.5.1,4.2.6,12.1.2, 12.2.1
Architect's Copyright
1.6
Architect's Decisions
4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, 4.3.4, 4.4.1, 4.4.5,
4.4.6,4.5,6.3,7.3.6,7.3.8,8.1.3, 8.3.1, 9.2, 9.4,9.5.1,
9.8.4, 9.9.1, 13.5-2, 14.2.2,14.2-4
Architect's Inspections
4.2.2,4.2.9,4.3.4,9-4.2,9.8.3,9.9.2,9.10.1,13.5
Architect's Instructions
3.2.3,3.3.1,4.2.6,4.2.7,4.2.8,7.4.1,12.1, 13.5.2
Architect's Interpretations
4.2.11, 4.2.12, 4.3.6
Architect's Project Representative
4.2.10
Architect's Relationship with Contractor
1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1,
3.7.3,3.10,3.11,3.12,3.16,3.18,4.1.2,4.1.3,4.2,4.3-4,
4-4-1,4.4.7,5.2,6.2.2,7,8.3.1,9.2,9.3,9-4,9.5,9.7,
9.8,9.9,10.2.6,10.3,11.3,11.4.7,12,13.4.2, 13.5
Architect's Relationship with Subcontractors
1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.4.7
Architect's Representations
9.4.2,9.5.1,9.10.1
Architect's Site Visits
4.2.2,4.2.5,4.2.9, 4.3.4, 9.4~2, 9.5.1. 9.9.2, 9.lO.1,
13.5
Asbestos
lO.3.1
Attorneys' Fees
3.18.1, 9.lO.2, 10.3.3
Award of Separate Contracts "
6.1.1, 6.1.2
Award of Subcontracts and Other Contracts
for Portions of the Work
5.2
Basic Definitions
1.1
Bidding Requirements
1.1.1,1.1.7,5.2.1, U.5.1
Boiler and Machinery Insurance
11.4.2
Bonds, Lien
9.lO.2
Bonds, Performance, and Payment
7.3.6.4,9.6.7,9.10.3,11.4.9,11.5
Building Permit
3.7.1
Capitalization
13
Certificate of Substantial Completion
9.8.3,9.8.4,9.8.5
Certificates for Payment
4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6, 9.7-1. 9.10.1,
9.10.3, J3.7, 14.1.1.3, 14.2.4
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Certificates of Inspection, Testing or Approval
]).5.4
Certificates of Insurance
9.10.2, ]].1.)
Change Orders
].1.], 2.4.], ).4.2, ).8.2.), ).]].], ).]2.8, 4.2.8, 4.).4,
4:).9,5.2.),7.1,7.2,7.),8.).1,9.).1.1,9.10.),11.4.1.2,
11.4.4,11.4.9,12.1.2
Change Orders, Definition of
7.2.1
CHANGES IN THE WORK
3.]], 4.2.8,7, 8.).1, 9.3.].], 11.4.9
Claim, Definition of
43.1
Claims and Dispute~
,3.2.3iU,44,-4fS, 4:6, 6.1.1, 6.3,7.3.8, 9.3.319.i~H,
"~:,lO;3.3" '7':':;,1;0" 't ' '''. "
.q~i~~f~.3imlr~ssertion O,:::c;laims
qaimsi!forAddi~(maI Cost ',' , "
,',.. 3.2,,3, 4,3,4, 4~.5,4.3.6, 6.1.~, h:s,io.).:i ,,'
Claims for Additional Time' ' ""
3.2:3,4-).4,43.7,6.1.1, 8.3.2, ]0.3.2
Claims for Concealed or Unknown Conditions, .
43.4 0
Claims for Damages ". .i.- ", ",0'".,1'.'
).2}, 3.]8, 4.>1O,.6,l.l,8.~.3, 9.5.], 9.6.7, ]0,3,3,
11.1:,1,11-4.5, 11.+7i;i4.~.3jI4.2;+ 'J.'
,d~:ims S~Bje~t to A:tbitraiion ,f"
, 4.4.], 4,5.], 4.6.1. .' ..
Cleaning Up
- a.1S, 6.3 _, .~' :."'.
CommencementdfS1atutOrY Limitatio~ Period'
13.7
Commencement of the Work,
Conditions Relating to
2.2.1, ).2.1, )41, 3.7.1, 3.10.1, 3.12.6, 4.).5, 5.2.1,
5.2.3,6.2.2,8.1.2,8.2.2,8.3.1, 11.1, 11.4.1, 11.4.6, 11,,5.1
Commencement of the Work, Definition of
8.1.2
Communications Facilitating Contract
Administration
3.9.1,4.2.4
Completion, Conditions Relating to
1.6.1,3.4.1,3.]],3.15,4.2.2,4.2.9,8.2,9.4.2,9.8,
9.9.],9.10,12.2,13),14.1.2
COMPLETION, PAYMENTS AND
9
Completion, Substantial
4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3.
9.1042,12.2,13.7
Compliance with Laws
1.6.1,3.2.2,3.6,3.7,3.]2.10,3.13,4.1.1,4.4.8,4.6.4,
4.6.6,9.6.4,10.2.2,11.1,11.4,13.1,13413.5.1,
13.5.2,13.6,14.1.1, ]4.2.1.3
Cuncealed or Unknown Conditions
4.).4, 8.3.1, 10.)
Conditions of the Contract
1.1.1, l.J.7, 6.1.1, 6.1.4
Consent, Written
1.6,342, 3-12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2,
9.8.5,9.9.1,9.10.2,9.10.3,11.4.1,13.2,13.4.2
CONSTRUCTION BY OWNER OR BY SEPARATE
CONTRACTORS
1.l.4, 6
Construction Change Directive, Definition of
7.3.1
Construction Change Directives
1.U, 3.12.8, 4.2.8, 4.3.9, 7.1, 73, 9.3.1.1
Construction Schedules, Contractor's
l.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3
Contingent Assignment of Subcontracts
5.4, 14.2.2.2
Continuing Contract Performance
433
Contract, Definition of
1.1.2
CONTRACT. TERMINATION OR SUSPENSION OF THE
541.1, 11.4.9,14
Contract Administration
3.1.3,4,9.4,9.5
Contract Award and Execution, Conditions Relating
to
3.7.1, 3.10, 5.2, 6.1, n.1.3, 1146, n.5.1
.Contract Documents, The
, 'j' 1.1, 1.2
Contract Documents, Copies Furnished
and Use of
1.6,2.2.5, 5.3
Contract Documents, Definition of
Ij.l
Contract Sum
).8,4.3.4,4.3.5,4.4.5,5-2.3,7.2,7.3,7.4,9.1,942,
9.5.l.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2-4, 14.3.2
Contract Sum, Definition of
9.1
Contract Time
4.3.4,4.3.7,4.4.5, 5.2.3,7.2.1.3,7.3,7.4, 8.u, 8.2,
8.3.1,9.5.1,9.7,10.3.2, 12.u, 14.3.2
Contract Time, Definition of
8.1.1
CONTRACTOR
3
Contractor, Definition of
3.1, 6.1.2
Contractor's Construction Schedules
1.4.1.2,3.10,3.12.1,3.12.2,4.3.7.2,6.1.3
Contractor's Employees
3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6,10.2,10.3,
11.1.1,11.4.7,14.1,14-2.1.1,
Contractor's Liability Insurance
11.1
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@1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006.5292
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tl1997 AIA@
AlA DOCUMENT A201.1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
Contractor's Relationship with Separate
Contractors and Owner's Forces
3.12.5,3.14.2,4.2.4,6, 11.4.7. 12.1.2, 12.2.4
Contractor's Relationship with Subcontractors
1.2.2,3.3.2,3.18.1,3.18.2,5,9.6.2,9.6.7,9.10.2,
11.4.1.2, n.4.7, 11.4.8
Contractor's Relationship with the Architect
1.1.2.1.6,3.1.3,3.2.1,3.2.2, 3.2.3,3.3.1,3.4.2,3.5.1,
3.7.3,3.10, 3.B, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3-4.
4-4.1,4-4-7,5.2,6.2.2,7,8.3.1,9.2,9.3,9-4. .5,9.7,
9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13-4.2, 13.5
Contractor's Representations
1.5.2,3.5.1, ]:.12.6, 6.2.2, 8.2.1,9.3.3,9.8.2
Contractor's Responsibility for Those Performing
the Work
3.3.2,3.18,4.2.3,4.3.8,5.3.1,6.1.3,6.2.6.3,9.5.1,10
Contractor's Review of Contract Documents
1.5.2.3.2.3.7.3
Contractor's Right to Stop the Work
9.7
Contractor's Right to Terminate the Contract
4.3.10, 14.1
Contractor's Submittals
3.10, 3.n, 3.12,4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3,
9.8.2,9.8.3,9.9.1,9.10,2.9.10.3. B.I.3, 11.5.2
Contractor's Superintendent
3.9, 10.2.6
Contractor's Supervision and Construction
Procedures
1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7,4-3.3.6.1.3,6.2.4,
7.1.3,7.3-4,7.3.6,8.2,10,12,14
Contractual Liability Insurance
B.1.1.8, n.2, n.3
Coordination and Correlation
1.2,1.5.2,3.3.1,3.10,3.12.6,6.1.3, 6.2.1
Copies Furnished of Drawings and Specifications
1.6,2.2.5,3.n
Copyrights
1.6. 3.17
Correction of Work
2.3, 2.4,3.7.4,4.2.1,9-4.2,9.8.2.9.8.3.9.9.1,12.1.2,
12.2,13.7.1.3
Correlation and Intent of the Contract Documents
1.2
Cost. Definition of
7.3.6
Costs
2-4,3.2.3,3.7-4. 3.8.2,3.15-2.4.3,5-4.2,6.1.1,6.2.3,
7.3.3.3.7.3.6,7.3.7.7.3.8,9.10.2,10.3.2,10.5,11.3,
11.4,12.1,12.2.1,12.2.4.13.5,14
Cutting and Patching
6.2.5,3.14
Damage to Construction of Owner or Separate
Contractors
3.14.2,6.2-4,9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1. 11.4,
12.2-4
Damage to the Work
3.14.2,9.9.1,10.2.1.2,10.2.5,10.6.11.4,12.2.4
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Damages, Claims for
P.3, 3.18, 4.3.10, 6.1.1, 8.3-3, 9.5.1. 9.6.7, 10.3.3,
11.1.1, 1l.4.5, 11-4-7, 14.1.3, 14.2.4
Damages for Delay
6.1.1, 8.}.3, 9.5.1.6, 9.7, lO.p
Date of Commencement of the Work, Definition of
8.1.2
Date of Substantial Completion, Definition of
8.1.3
Day, Definition of
8.1-4
Decisions of the Architect
4.2.6,4.2.7, 4.2.B, 4.2.12, 4.2.13, 4.3.4> 4.4,1, 4.4.5,
4-4.6,4.5,6.3,7.3.6.7.3.8,8.1.3,8.3.1,9.2,9.4.9.5.1,
9.8.4,9.9.1,13.5.2,14.2.2,14.2.4
Decisions to Withhold Certification
9.4.1,9.5,9.7,14.1.1.3
Defective or Nonconforming Work, Acceptance,
Rejection and Correction of
2.3,2.4,3.5.1,4.2.6,6.2.5,9.5.1.9.5.2.9.6.6,9.8.2.
9.9.3,9.10.4,12.2.1,13.7.1.3
Defective Work, Definition of
3.5.1
Definitions
l.l, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3. 4.1.1. 4.3.1, 5.1.
6.1.2,7.2.1,7.3.1,7.3.6, 8.1,9.1,9.8.1
Delays and Extensions of Time
3.2.3,4.3.1,4.3.4,4.3.7,4.4.5,5-2.3,7.2.1,7.3.1,7.4.1,
7.5.1,8.3,9.5.1,9.7.1,10.3.2, lC.t6.1, 14.3.2
Disputes
4.1.4,4.3,4.4,4.5,4.6,6.3.7.3.8
Documents and Samples at the Site
3.n
Drawings. Definition of
1.l.5
Drawings and Specifications, Use and Ownership of
1.1.1,1.3, 2.2.5.3.n. 5.3
Effective Date of Insurance
8.2.2, n.1.2
Emergencies
4.3.5,10.6,14.1.1.2
Employees, Contractor's
3.3.2.3-4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2,10.3,
11.1.1,11.4.7,14.1,14.2.1.1
Equipment. Labor, Materials and
1.1.3.1.1.6,3.4,3.5.1,3.8.2,3.8.3, 3.12. 3.13, 3.15.1,
4.2.6,4.2.7,5.2.1,6.2.1,7.3.11,9.3.2,9.3.3,9.5.1.3,
9.10.2,10.2.1.10.2.4.14.2.1.2
Execution and Progress of the Work
1.1.3,1.2.1,1.2.2,2.2.3,2.2.5,3.1.3.3,3.4. 3.5.3.7,
3.]0,3.12,3.14,4.2.2,4.2.3,4.3.3,6.2.2, 7.1.3,7.3.4,
8.2.9.5,9-9.1, 10.2, 10.3, 12.2, 14.2, 14.3
Extensions of Time
3.2.3,4.3.1,4.3-4,4.3.7,4-4.5,5.2.3,7-2.1,7.3,7.4.1,
9.5.1,9.7.1,10.3.2,10.6.], ]4.3.2
Failure of Payment
4.3.6,.9.5.1.3,9.7,9.10.2,14.1.1.3.14.2.1.2, ]3.6
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Faulty Work
(See Defective or Nonconforming Work)
Final Completion and Final Payment
4.2.1,4.2.9,4.3.2,9.8.2,9.10,11.1.2,11.1.3,11.4.1,
11.4.5,12.3.1,13-7, 14.2.4, 14.4.3
Financial Arrangements, Owner's
2.2.1,13.2.2,14-1.1.5
Fire and Extended Coverage Insurance
1104
GENERAL PROVISIONS
1
Governing Law
13.1
Guarantees (See Warranty)
Hazardous Materials
10.2.4,103,10.5
Identification of Contract Documents
1.5.1
Identification of Subcontractors and Suppliers
5.2.1
Indemnification
3.17,3.18,9.10.2,10.3.3,10.5,11.4.1.2,11.4.7
Information and Services Required of the Owner
2.1.2,2.2,3.2.1,3.1204,3.12.10,4.2.7,4.3.3,6.1.3,
6.1.4,6.2.5,9.3.2,9.6.1,9.6.4,9.9.2,9.10.3,10.3.3,
11.2,11.4,13.5.1,13.5.2,14.1.1.4,14.1.4
Injury or Damage to Person or Property
43.8, 10.2, 10.6
Inspections
3.1.3,3.3.3,3.7.1,4.2.2,4.2.6,4.2.9,9.4.2,9.8.2,
9.8.3,9.9.2,9.10.1,12.2.1,13.5
Instructions to Bidders
1.1.1
Instructions to the Contractor
3.2.3,3.3.1,3.8.1,4.2.8,5.2.1,7,12,8.2.2,13.5.2
Insurance
3.18.1,6.1.1,7.3.6,8.2.1,9.3.2,9.8.4,9.9.1,9.10.2,
~;uO.5, 11
Insurance, Boiler and Machinery
11.4.2
Insurance, Contractor's Liability
11.1
Insurance, Effective Date of
8.2.2,11.1.2
Insurance, Loss of Use
11.4.3
Insurance, Owner's Liability
!1.2
Insurance, Project Management Protective Liability
11.3
Insurance, Property
10.2.5, 11,4
Insurance, Stored Materials
9.3.2,11.4.1.4
INSURANCE AND BONDS
11
Insurance Companies, Consent to Partial Occupancy
9.9.1,11-4-1.5
Insurance Companies, Settlement with
11.4.10
Intent of the Contract Documents
1.2.1,4.2.7,4.2.12,4.2.13,7-4
In terest
13.6
Interpretation
1.2.3,1.4, 4.1.1, 4.).1, 5.1, 6.1.2, 8.1.4
Interpretations, Written
4.2.11, 4-2.12, 4.3.6
Joinder and Consolidation of Claims Required
4.6.4
Judgment on Final Award
4.6.6
Labor and Materials, Equipment
1.1.3, 1.1.6,3.4,3.5.1,3.8.2, ),8.3, 3.12, 3.13, 3.15.1,
42.6,4.2.7,5.2.1,6.2.1,7.3.6,9.3.2,9.3.3,9.5.1.3,
9.10.2, 10.2.1, 10.2.4, 14.2.1.2
Labor Disputes
8.3.1
Laws and Regulations
1.6,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,404.8,4.6,
9.6.4,9.9.1,10.2.2,11.1,11.4,13.1,13.4, 13.5.1, 13.5.2,
13.6,14
Liens
2.1.2, 404.8, 8.2.2,9.3.3,9.10
Limitation on Consolidation or Joinder
4.6.4
Limitations, Statutes of
4.6.3, 12.2.6,13.7
Limitations of Liability
2.3,3.2.1,3.5.1,3.7.3,3.12.8,3.12.10,3.17,3.18,4.2.6,
4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.6.7,9.10.4,10.3.3,
10.2.5,11.1.2,11.2.1,11.4-7,12.2.5, 13-4-2
Limitations of Time
2.1.2,2.2,2.4,3.2.1,3.7.3,3.10,3.11,3.12.5,3.15.1,
4.2.7,4.3,4.4,4.5,4.6,5.2,5.3, SA, 6.204, 7.3, 7.4,
8.2,9.2,9.3.1,9.3-3,9.4.1,9.5,9.6,9.7,9.8,9.9,
9.10,11.1.3,11.4.1.5,11.4.6,11.4.10,12.2,13.5,13.7,14
Loss of Use Insurance
11.4.3
Material Suppliers
1.6,3.12.1,4.2.4,4.2.6,5.2.1,9.3,9.4.2,9.6,9.10.5
Materials, Hazardous
10.2.4, JO.3, 10.5
Materials, Labor, Equipment and
1.i.3, 1.1.6, Ui.1, 3-4, 3.5.1, 3.8.l, 3.8.l3, .1.12, 3.ij,
3.15.1,4.2.6,4.2.7, p.l, 6.2.1,7.3.6,9.3.2,9.3.3,
9.5.1.3,9.10.2,10.2.1,10.2.4,14.2.1.2
Means, Methods, lechniques, Sequences and
Procedures of Construction
3.3.1, 3.12.10,4.2.2,4.2.7,9.4.2
Mechanic's Lien
4.4.8
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AlA DOCUMENT AlOl-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. :20006.5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
Mediation
4.4.1,4.4.5,4.4.6,4-4-8,4.5,4.6.1,4.6.2,8.3.1,10.5
Minor Changes in the Work
1.1.1, }.12.8, 4.2.8, 4.}.6, 7.1, 7.4
MISCEllANEOUS PROVISIONS
13
Modifications, Definition of
1.1.1
Modifications to the Contract
I.Ll, Ll.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1,9.7,
10.3.2, 11.4.1
Mutual Responsibility
6.2
Nonconforming Work, Acceptance of
9.6.6,9.9.3,12.3
Nonconforming Work. Rejection and Correction of
2.3. 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10.4,
12.2.1,13.7.1.3
Notice
2.2.1,2.3,2.4,3.2.3,3.3.1,3.7.2,3.7.4,3.12.9,4.3,
4.4.8,4.6.5,5.2.1,8.2.2,9.7,9.10,10.2.2,11.1.3,
11.4.6, 12.2.2,12.2.4,13.3, 13.5.1,13.5.2,14.1,14.2
Notice, Written
2.3, 2.4,3.3.1,3.9,3.12.9,3.12.10.4.3,4.4.8,4.6.5,
5.2.1,8.2.2,9.7,9.10,10.2.2,10.3,11.1.3, 11.4.6,
12.2.2, 12.2.4,133, 14
Notice of Testing and Inspections
13.5-1, 13.5.2
Notice to Proceed
8.2.2
Notices, Permits, Fees and
2.2.2,3.7,3.13,7.3.6.4,10.2.2
Observations. Contractor's
1.5.2,3.2,3.7.3,4.3.4
Occupancy
2.2.2,9.6.6,9.8,11.4.1.5
Orders, Written
I.Ll, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2,
14.3.1
OWNER
2
Owner, Definition of
2.1
Owner, Information and Services Required of the
2.1.2,2.2,3.2.1,3.12-4,3.12.10,4.2.7,4.3.3,6.1.3,
6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3,
11.2,11.4,13.5.1,13.5.2,14.1.1.4,14.1.4
Owner's Authority
1.6,2.1.1,2.3,2-4.3-4.2.3.8.1,3.12.10,3.14.2,4.1.2,
4.1.3,4.2.4,4.2.9,4.3.6,4.4.7, 5.2.1, 5.2.4, 5.4.1,
6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1,
9.9.1,9.10.2,10.3.2,11.1.3,11.3.1, 11.4.3, 11.4.10,
12.2.2, 12.3.1, 13.2.2, 14.3, 14-4
Owner's financial Capability
2.2.1,13.2.2,14.1.1.5
Owner's Liability Insurance
n.2
I
Owner's Loss of Use Insurance
11.4.3
Owner's Relationship with Subcontractors
1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2
Owner's Right to Carry Out the Work
2.4, 12.2-4. 14.2.2.2
Owner's Right to Clean Up
63
Owner's Right to Perform Construction and to
Award Separate Contracts
6.1
Owner's Right to Stop the Work
23
Owner's Right to Suspend the Work
14.3
Owner's Right to Terminate the Contract
14.2
Ownership and Use of Drawings, Specifications
and Other Instruments of Service
1.1.1, 1.6, 2.2.5, 3.2.1, 3.11.1, 3.17.1, 4-2.12, 5.3 ,
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Partial Occupancy or Use
9.6.6,9.9,11.4.1.5
Patching, Cutting and
3.14,6.2.5
Patents
3.17
Payment, Applications for, .,
4.2.5,7.3.8,9.2,93, 9.4, 9.5.1,'~.6.3, 9.7.1, ,9.8.5,
9.10.1,9.10.3,9.10.5, lLl.3, 14.2.4,..14.4.3
Payment, Certificates for,
4.2.5,4.2.9,9.3.3,9.4,9;5,9.6.1.9.6.6>9.:7.1,9.10.1,
9.10.3, 13.7, 14.1.1.3, 14.2.4 '"
Payment, Failure of
4.3.6,9.5.1.3,9.7,9.10.2,14.1.1.3, \4,2.1.2, 13.6
Payment, Final,
4.2.1,4.2.9,4.3.2,9.8.2,9.1O,11.1.2,11.1.3,li-4-l,
11.4.5,12.3.1, 13.7,14.2-4,14.4.3
Payment Bond, Performance Bond and
7.3.6.4,9.6.7,9.10.3,11.4.9,11.5
Payments, Progress
4.3.3,9.3,9.6,9.8.5,9.10.3,13.6,14.2.3
PAYMENTS AND COMPLETION
9
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Payments to Subcontractors
5.4.2,9.5.1.3,9.6.2,9.6.3,9.6-4,9.6.7,11.4.8,
14.2.1.2
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10.3.1
Performance Bond and Payment Bond
7.3.6.4,9.6.7,9.10.3,11.4.9,11.5
Permits, Fees and Notices
2.2.2,3.7, 3.13,7.3.6.4,10.2.2
PERSONS AND PROPERTY. PROTECTION OF
10
Polychlorinated Biphenyl
10.3.1
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Product Data, Definition of
3.12.2
Product Data and Samples, Shop Drawings
3.11,3.12,4.2.7
Progress and Completion
4.2.2,4.3.3,8.2, 9.S, 9.9.1, 14.1.4
Progress Payments
4.3-3,9.3,9.6, 9.S.5, 9.10.3,13.6, 14.2.3
Project, Definition of the
1.l.4
Project Management Protective Liability Insurance
11.3
Project Manual, Definition of the
1.1.7
Project Manuals
2.2.5
Project Representatives
4.2.10
Property Insurance
10.2.5,11.4
PROTECTION OF PERSONS AND PROPERTY
10
Regulations and Laws
1.6,3.2.2,3.6,3.7,3.12.10,3.13,4.1.1,4-4-8,4.6,
9.6.4,9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2,
13.6, 14
Rejection of Work
3.5.1,4.2.6,12.2.1
Releases and Waivers of Liens
9.10.2
Representations
1.5.2,3.5.1,3.12.6,6.2.2, S.2.1, 9.3.3, 9.4.2, 9.5.1,
9.8.2,9.10.1
Representatives
2.l.!, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.l.!, 5.1.2, 13.2.1
Resolution of Claims and Disputes
4.4,4.5,4.6
Responsibility for Those Performing the Work
3.3.2, 3.IS, 4.2.3, 4.3.S, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10
Retainage
9.}.1, 9.6.2, 9.8.5, 9-9.1, 9.10.2, 9.10.3
Review of Contract Documents and Field
Conditions by Contractor
1.5.2,3.2,3.7.3,3.12.7, 6.1.3
Review of Contractor's Submittals by Owner
and Architect
3.10.1,3.\0.2,3.11,3.12,4.2, 5.2, 6.1.3, 9.2, 9.8.2
Review of Shop Drawings, Product Dul;'! und
Samples by Conlractor
3.12
Rights and Remedies
1.1.2,2.3,2.4,3.5.1,3.15.2,4.2.6,4.3.4,4.5,4.6,5.3,
5-4,6.1,6.3,7.3.1,8.3,9.5.1,9.7,10.2..5,10.3,12.2.2,
12.2.4,13.4, 14
Royalties, Patents and Copyrights
3.17
Hulcs ;Jnd Notices for Arbitration
4.6.2
Safety of Persons and Property
10.2, 10.6
Safety Precautions and Programs
3.3.1,4.2.2,4.2.7,5.3.1,10.1,10.2,10.6
Samples, Definition of
3.12.3
Samples, Shop Drawings, Product Data and
3.11,3.12, 4.2.7
Samples at the Site, Documents and
3.11
Schedule of Values
9.2, 9.3.1
Schedules, Construction
1.4.1.2, 3.10,3.12.1,3.12.2,4.3.7.2,6.1.3
Separate Contracts and Contractors
1.1.4,3.12.5,3.14.2,4.2.4,4.2.7,4.6.4,6,8.3.1,11.4.7,
12.1.2, 12.2.5
Shop Drawings, Definition of
3.12.1
Shop Drawings, Product Data and Samples
3.n, 3.12, 4.2.7
Site, Use of
3.13, 6.1.1, 6.2.1
Site Inspections
1.2.2,3.2.1,3.3.3,3.7.1,4.2,4.3-4,9-4-2,9.10.1,13.5
Site Visits, Architect's
4.2.2,4.2.9,4.3.4,9-4-2,9.5.1,9.9.2,9.10.1,13.5
Special Inspections and Testing
4.2.6, 12.2.1, 13.5
Specifications, Definition of the
1.1.6
Specifications, The
1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17
Statute of Limitations
4.6.3, 12.2.6, 13.7
Stopping the Work
2.3,4.3.6,9.7,10.3,14.1
Stored Materials
6.2.1, 9.3.2, 10.2.1.2, 10.204, 11-4-104
Subcontractor, Definition of
5.1.1
SUBCONTRACTORS
5
Subcontractors, Work by
1.2.2,3.3.2,3,12.1,4.2.3,5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7
Subcontractual Relations
53, SA, 9.3.1.2, 9.6, 9.10 10.2.1, 11.4.7, 11.4.8, 14.1,
14.2.1, 14.3.2
Submittals
1.6,3.10,3.11,3.12,4.2.7,5.2.1,5.2.3,7.3.6,9.2,9.3,
9.8,9.9.1,9.10.2,9.10.3,11.1.3
Subrogation, Waivers of
6.1.1,1104.5, 11.4.7
Substantial Completion
4.2-9,8.1.1,8.1.3,8.2.3,9.4.2,9.8, 9.9.1, 9.10.3,
9.10.4.2,12.2,13.7
Substantial Completion, Definition of
9.8.1
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4:>1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
173S New York Avenue, N.W.
Washington, D.C. 20006-5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
Substitution of Subcontractors
P.3, 5.2.4
Substitution of Architect
4.1.3
Substitutions of Materials
3.4.2,3.5.1,7.3.7
Sub-subcontractor, Definition of
5.1.2
Subsurface Conditions
4.3.4
Successors and Assigns
13.2
Superintendent
3.9, 10.2.6
Supervision and Construction Procedures
1.2.2,33,3.4,3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4,
7.1.3,7.3.6,8.2, 8.3.1,9.4.2, 10,12,14
Surety
4.4.7,5.4.1.2,9.8.5,9.10.2,9.10.3,14.2.2
Surety, Consent of
9.10.2, 9.10.3
Surveys
2.2.3
Suspension by the Owner for Convenience
14.4
Suspension of the Work
5.4.2,14.3
Suspension or Termination of the Contract
4.3.6,5-4-1.1,11-4.9,14
Taxes
3.6. 3.8.2.1,7.3.6-4
Termination by the Contractor
4.3.10,14.1
Termination by the Owner for Cause
4.3.10, 5.4.1.1, 14.2
Termination of the Architect
4.1.3
Temlination of the Contractor
14.2.2
TERMINATION OR SUSPENSION OF THE CONTRACT
14
Tests and Inspections
3.1.3,3-3.3,4.2.2, 4.2.6, 4.2.9, 9-4.2, 9.8.3, 9.9.2,
9.10.1,10.3.2, 11-4.1.1, 12.2.1,13.5
TIME
8
Time, Delays and Extensions of
3-2.3,4.3.1,4.3.4,4.3.7; 4-4.5, P.3, 7.2.1, 7.3.1,
7.4.1,7.5.1,8.3, 9.5.1,9.7.1,10.3.2,10.6.1,14.3.2
Time Limits
2.1.2,2.2,2-4,3.2.1,3.7.3,3.10,3.11,3.12.5,3.15.1,
4.2,4.3,4.4,4.5,4.6,5.2,5.3,5.4,6.2.4,7.3,7.4,
8.2,9.2,9.3.1,9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9,
9.10,11.1.3,11.4.1.5,11-4-6,11.4.10,12.2,13.5,13.7,14
Time Limits on Claims
4.3.2,4.3-4,4.3.8,4.4,4.5,4.6
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Title to Work
9.3.2, 9.3.3
UNCOVERING AND CORRECTION OF WORK
12
Uncovering of Work
12.1
Unforeseen Conditions
4.3.4,8.3.1,10.3
Unit Prices
4.3.9,7.3.3-2
Use of Documents
1.1.1,1.6,2.2.5, 3.12.6, 5.3
Use of Site
3.13,6.1.1,6.2.1
Values, Schedule of
9.2, 9.3.1
Waiver of Claims by the Architect
13.4.2
Waiver of Claims by the Contractor
4.3.10,9.10.5,11.4.7,13.4.2
Waiver of Claims by the Owner
4.3.10,9.9.3,9.10.3,9.10-4,11.4.3,11.4.5,11.4.7,
12.2.2.1, 13-4-2, 14.2.4
Waiver of Consequential Damages
4.3.10, 14.2.4
Waiver of Liens
9.10.2, 9.10-4
Waivers of Subrogation
6.1.1,11.4.5,11.4.7
Warranty
3.5,4.2.9,4.3.5.3,9.3.3,9.8.4,9.9.1,9.10.4,12.2.2,
13.7-1.3
Weather Delays
4.3.7.2
Work, Definition of
1.1.3
Written Consent
1.6,3.4.2,3.12.8,3.14.2,4.1.2, 4.3.4,4.6.4,9.3.2,
9.8.5,9.9.1,9.10.2,9.10.3,11.4.1,13-2,13-4.2
Written Interpretations
4.2.11,4.2.12,4.3.6
Written Notice
2.3,2.4,3.3.1,3.9,3.12.9,3.12.10,4.3,4+8,4.6.5,
5.2.1,8.2.2,9.7,9.10,10.2.2,10.3,11.1.3,11.4.6,
12.2.2, 12.2-4, 13.3, 14
Written Orders
1.1.1,2.3,3-9,4.3.6,7,8.2.2, 11.4.9,12.1,12.2,13.5.2,
14-3.1
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ARTICLE 1 GENERAL PROVISIONS
1.1 BASIC DEFINITIONS
1.1.1 THE CONTRACT DOCUMENTS
The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter
the Agreement), Conditions of the Contract (Genera\' Supplementary and other Conditions),
Drawings, Specifications, Addenda issued prior to execution of the Contract, other documents
listed in the Agreement and Modifications issued after execution of the Contract. A Modification
is (I) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a
Construction Change Directive or (4) a written order for a minor change in the Work issued by
the Architect. Unless specifically enumerated in the Agreement, the Contract Documents do not
include other documents such as bidding requirements (advertisement or invitation to bid,
Instructions to Bidders, sample forms, the Contractor's bid or portions of Addenda relating to
bidding requirements).
1.1.2 THE CONTRACT
The Contract Documents form the Contract for Construction. The Contract represents the entire
and integrated agreement between the parties hereto and supersedes prior negotiations,
representations or agreements, either written or oral. The Contract may be amended or modified
only by a Modification. The Contract Documents shall not be construed to create a contractual
relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a
Subcontractor or Sub-subcontractor, (3) between the Owner and Architect or (4) between any
persons or entities other than the Owner and Contractor. The Architect shall, however, be entitled
to performance and enforcement of obligations under the Contract intended to facilitate
performance of the Architect's duties.
1.1.3 THE WORK
The term "Work" means the construction and services required by the Contract Documents,
whether completed or partially completed, and includes all other labor, materials, equipment and
services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The
Work may constitute the whole or a part of the Project.
1.1.4 THE PROJECT
The Project is the total construction of which the Work performed under the Contract
Documents may be the whole or a part and which may include construction by the Owner or by
separate contractors.
1.1.5 THE DRAWINGS
The Drawings are the graphic and pictorial portions of the Contract Documents showing the
design, location and dimensions of the Work, generally including plans, elevations, sections,
details, schedules and diagrams.
1.1.6 THE SPECIFICATIONS
The Specifications are that portion of the Contract Documents consisting of the written requjre~
ments for materials, equipment, systems, standards and workmanship for the Work, and perfor~
mance of related services.
1.1.7 THE PROJECT MANUAL
The Project Manual is a volume assembled for the Work which may include the bidding
requirements, sample forms, Conditions of the Contract and Specifications.
1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS
1.2.1 The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work by the Contractor. The Contract Documents are
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue. N.W.
Washington. D.C. 20006-5292
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AlA DOCUMENT A20H997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, NW.
Washington. D.C. 20006,5292
I
complementary, and what is required by one shall be as binding as if required by all; performance
by the Contractor shall be required only to the extent consistent with the Contract Documents
and reasonably inferable from them as being necessary to produce the indicated results.
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1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement of
Drawings shall not control the Contractor in dividing the Work among Subcontractors or in
establishing the extent of Work to be performed by any trade.
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1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known
technical or construction industry meanings are used in the Contract Documents in accordance
with such recognized meanings.
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1.3 CAPITALIZATION
1.3.1 Terms capitalized in these General Conditions include those which are (1) specifically
defined, (2) the titles of numbered articles and identified references to Paragraphs, Subparagraphs
and Clauses in the document or (3) the titles of other documents published by the American
Institute of Architects.
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1.4 INTERPRETATION
1.4.1 In the interest of brevity the Contract Documents frequently omit modifying words such
as. "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is
absent from one statement and appears in another is not intended to affect the interpretation of
either statement.
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1.5 EXECUTION OF CONTRACT DOCUMENTS
1.5.1 The Contract Documents shall be signed by the Owner and Contractor. If either the
Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify
such unsigned Documents upon request.
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1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site, become generally familiar with local conditions under which the Work is to be
performed and correlated personal observations with requirements of the Contract Documents.
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1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS
OF SERVICE
1.6.1 The Drawings, Specifications and other documents, including those in electronic form,
prepared by the Architect and the Architect's consultants are Instruments of Service through
which the Work to be executed by the Contractor is described. The Contractor may retain one
record set. Neither the Contractor nor any Subcontractor, Sub-suhcontractor or material or
equipment supplier shall own or claim a copyright in the Drawings, Specifications and other
documents prepared by the Architect or the Architect's consultants, and unless otherwise
indicated the Architect and the Architect's consultants shall be deemed the authors of them and
will retain all common law, statutory and other reserved rights, in addition to the copyrights. All
copies of Instruments of Service, except the Contractor's record set, shall he returned or suitably
accounted for to the Architect, on request, upon completion of the Work. The Drawings,
Specifications and other documents prepared by the Architect and the Architect's consultants, and
copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are
not to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or
equipment supplier on other projects or for additions to this Project outside the scope of the Work
without the specific written consent of the Owner, Architect and the Architect's consultants. The
Contractor, Subcontractors, Sub-subcontractors and material or equipment suppliers are
authorized to use and reproduce applicable portions of the Drawings, Specifications and other
documents prepared by the Architect and the Architect's consultants appropriate to and for use in
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the execution of their Work under the Contract Documents. All copies made under this
authorization shall bear the statutory copyright notice, if any, shown on the Drawings,
Specifications and other documents prepared by the Architect and the Architect's consultants.
Submittal or distribution to meet official regulatory requirements or for other purposes in
connection with this Project is not to be construed as publication in derogation of the Architect's
or Architect's consultants' copyrights or other reserved rights.
ARTICLE 2 OWNER
2.1 GENERAL
2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to
throughout the Contract Documents as if singular in number. The Owner shall designate in
writing a representative who shall have express authority to bind the Owner with respect to all
matters requiring the Owner's approval or authorization. Except as otherwise provided in
Subparagraph 4.2.1, the Architect does not have such authority. The term "Owner" means the
Owner or the Owner's authorized representative.
2.1.2 The Ownt'lr shall furnish to the Contractor within fifteen days after receipt of a written
request, information necessary and relevant for the Contractor to evaluate, give notice of or
enforce mechanic's lien rights. Such information shall include a correct statement of the record
legal title to the property on which the Project is located, usually referred to as the site, and the
Owner's interest therein.
2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER
2.2.1 The Owner shall, at the written request of the Contractor, prior to commencement of the
Work and thereafter, furnish to the Contractor reasonable evidence that financial arrangements
have been made to fulfill the Owner's obligations under the Contract. Furnishing of such evidence
shall be a condition precedent to commencement or continuation of the Work. After such
evidence has been furnished, the Owner shall not materially vary such financial arrangements
without prior notice to the Contractor.'
2.2.2 . Except for permits and fees, including those required under Subparagraph 307.1, which are
the responsibility of the Contractor under the Contract Documents, the Owner shall secure and
pay for necessary approvals, easements, assessments and charges required for construction, use or
occupancy of permanent structures or for permanent changes in existing facilities.
2.2.3 The Owner shall furnish surveys describing physical characteristics, legal limitations and
utility locations for the site of the Project, and a legal description of the site. The Contractor shall
be entitled to rely on the accuracy of information furnished by the Owner but shall exercise
proper precautions relating to the safe performance of the Work.
2.2.4 Information or services required of the Owner by the Contract Documents shall be
furnished by the Owner with reasonable promptness. Any other information or services relevant
to the Contractor's performance of the Work under the Owner's control shall be furnished by the
Owner after receipt from the Contractor of a written request for such information or services.
2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished,
free of charge, such copies of Drawings and Project Manuals as are reasonably necessary for
execution of the Work.
2.3 OWNER'S RIGHT TO STOP THE WORK
2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements
of the Contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in
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@1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
@1997 AIA@
AlA DOCUMENT A201~1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Wasninglon, D.C. 20006-5292
I
accordance with the Contract Documents, the Owner may issue a written order to the
Contractor to stop the Work, or any portion thereof, until the cause for such order has been
eliminated; however, the right of the Owner to stop the Work shall not give rise to a duty on the
part of the Owner to exercise this right for the benefit of the Contractor or any other person or
entity, except to the extent required by Subparagraph 6.1.3.
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2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a seven-day period 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 such seven-day period give the Contractor a second written
notice to correct such deficiencies within a three-day period. If the Contractor within such
three-day period after receipt of such second notice fails to commence and continue to correct
any deficiencies, the Owner may, without prejudice to other remedies the Owner may have,
correct such deficiencies. In such case an appropriate Change Order shall be issued deducting
from payments then or thereafter due the Contractor the reasonable cost of correcting such
deficiencies, including Owner's expenses and compensation for the Architect's additional services
made necessary by such default, neglect or failure. Such action by the Owner and amounts
charged to the Contractor are both subject to prior approval of the Architect. If payments then or
thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay
the difference to the OWner.
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ARTICLE 3 CONTRACTOR
3.1 GENERAL
3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred
to throughout the Contract Documents as if singular in number. The term "Contractor" means
the Contractor or the Contractor's authorized representative.
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3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents.
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3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance
with the Contract Documents either by activities or duties of the Architect in the Architect's
administration of the Contract, or by tests, inspections or approvals required or performed by
persons other than the Contractor.
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3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR
3.2.1 Since the Contract Documents are complementary, before starting each portion of the
Work, the Contractor shall carefully study and compare the various Drawings and other Contract
Documents relative to that portion of the Work, as well as the information furnished by the
Owner pursuant to Subparagraph 2.2.3, shall take field measurements of any existing conditions
related to that portion of the Work and shall observe any conditions at the site affecting it. These
obligations are for the purpose of facilitating construction by the Contractor and are not for the
purpose of discovering errors, omissions, or inconsistencies in the Contract Documents;
however, any errors, inconsistencies or omissions discovered by the Contractor shall be reported
promptly to the Architect as a request for information in such form as the Architect may require.
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3.2.2 Any design errors or onUSSlOns noted by the Contractor during this review shall be
reported promptly to the Architect, but it is recognized that the Contractor's review is made in the
Contractor's capacity as a contractor and not as a licensed design professional unless otherwise
specifically provided in the Contract Documents. The Contractor is not required to ascertain that
the Contract Documents are in accordance with applicable laws, statutes, ordinances, building
codes, and rules and regulations, but any nonconformity discovered by or maoe known to the
Contractor shall be reported promptly to the Architect.
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3.2.3 If the Contractor believes that additional cost or time is involved because of clarifications
or instructions issued by the Architect in response to the Contractor's notices or requests for
information pursuant to Subparagraphs 3.2.1 and 3.2.2, the Contractor shall make Claims as
provided in Subparagraphs 4.3.6 and 4.J.7. If the Contractor fails to perform the obligations of
Subparagraphs 3.2.1 and 3.2.2, the Contractor shall pay such costs and damages to the Owner as
would have been avoided if the Contractor had performed such obligations. The Contractor shall
not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or
omissions in the Contract Documents or for differences between field measurements or
conditions and the Contract Documents unless the Contractor recognized such error,
inconsistency, omission or difference and knowingly failed to report it to the Architect.
3.3 SUPERVISION AND CONSTRUCTION PROCEDURES
3.3.1 The Contractor shall supervise and direct the Work, usingthe Contractor's best skill and
attention. The Contractor shall be solely responsible for and have control over construction
means, methods, techniques, sequences and procedures and for coordinating all portions of the
Work under the Contract, unless the Contract Documents give other specific instructions
concerning these matters. If the Contract Documents give specific instructions concerning
construction means, methods, techniques, sequences or procedures, the Contractor shall evaluate
the jobsite safety thereof and, except as stated below, shall be fully and solely responsible for the
.jobsite safety of such means, methods, techniques, sequences or procedures. If the Contractor
determines that such means, methods, techniques, sequences or procedures may not be safe, the
Contractor shall give timely written notice to the Owner and Architect and shall not proceed with
that portion of the Work without further written instructions from the Architect. If the
Contractor is then instructed to proceed with the required means, methods, techniques, sequences
or procedures without acceptance of changes proposed by the Contractor, the Owner shall be
solely responsible for any resulting loss or damage.
3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Con-
tractor's employees, Subcontractors and their agents and employees, and other persons or entities
performing portions of the Work for or on behalf of the Contractor or any of its Subcontractors.
3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed
to determine that such portions are in proper condition to receive subsequent Work.
3.4 LABOR AND MATERIALS
3.4.1 lhlless otherwise provided in the Contract Documents, the Contractor shall provide and
pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat,
utilities, transportation, and other facilities and services necessary for proper execution and
completion of the Work, whether temporary or permanent and whether or not incorporated or to
be incorporated in the Work.
3.4.2 The Contractor may make substitutions only with the consent of the Owner, after
evaluation by the Architect and in accordance with a Change Order.
3.4.3 The ConlrJclor shall ellfon..:e slrid Jiscipline and good order among the C:onlrac:lor's
employees and other persons carrying oul the Contract. The Contractor shall not permit
employment of unfit persons or persons not skilled in tasks assigned to them.
3.5 WARRANTY
3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment
furnished under the Contract will be of good quality and new unless otherwise required or
permitted by the Contract Documents, that the Work will be free from defects not inherent in the
quality required or permitted, and that the Work will conform to the requirements of the Contract
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AlA DOCUMENT A201.1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
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1735 New York Avenue, N.W.
Washington, D.C. 20006"5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
I
Documents. Work not conforming to these requirements, including substitutions not properly
approved and authorized, may be considered defective. The Contractor's warranty excludes
remedy for damage or defect caused by abuse, modifications not executed by the Contractor,
improper or insufficient maintenance, improper operation, or normal wear and tear and normal
usage. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind
and quality of materials and equipment.
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3.6 TAXES
3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by
the Contractor which are legally enacted when bids are received or negotiations concluded,
whether or not yet effective or merely scheduled to go into effect.
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3.7 PERMITS, FEES AND NOTICES
3.7.1 Unless otherwise provided in the Contract Documents, the Contractor shall secure and
pay for the building permit and other permits and governmental fees, licenses and inspections
necessary for proper execution and completion of the Work which are customarily secured after
execution of the Contract and which are legally required when bids are received or negotiations
concluded.
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3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities applicable to performance of the Work. .
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3.7.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in
accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations.
However, if the Contractor observes that portions of the Contract Documents are at variance
therewith, the Contractor shall promptly notify the Architect and Owner in writing, and
necessary changes shall be accomplished by appropriate Modification.
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3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,
building codes, and rules and regulations without such notice to the Architect and Owner, the
Contractor shall assume appropriate responsibility for such Work and shall bear the costs
attributable to correction.
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3.8 ALLOWANCES
3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract
Documents. Items covered by allowances shall be supplied for such amounts and by such persons
or entities as the Owner may direct, but the Contractor shall not be required to employ persons
or entities to whom the Contractor has reasonable objection.
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3.8.2 Unless otherwise provided in the Contract Documents:
.1 allowances shall cover the cost to the Contractor of materials and equipment delivered
at the site and all required taxes, less applicable trade discounts;
.2 Contractor's costs for unloading and handling at the site, labor, installation costs,
overhead, profit and other expenses contemplated for stated allowance amounts shall
be included in the Contract Sum but not in the allowances;
.3 whenever costs are more than or less than allowances, the Contract Sum shall be
adjusted accordingly by Change Order. The amount of the Change Order shall reflect
(1) the difference between actual costs and the allowances under Clause 3.8.2.1 and
(2) changes in Contractor's costs under Clause 3.8.2.2.
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3.8.3 Materials and equipment under an allowance shall be selected by the Owner in sufficient
time to avoid delay in the Work.
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3.9 SUPERINTENDENT
3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who
sha]) be in attendance at the Project site during performance of the Work. The superintendent
shall represent the Contractor, and communications given to the superintendent shall be as
binding as if given to the Contractor. Important communications shall be confirmed in writing.
Other communications shall be similarly confirmed on written request in each case.
3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES
3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for
tbe Owner's and Architect's information a Contractor's construction schedule for the Work. The
schedule shall not exceed time limits current under the Contract Documents, shall be revised at
appropriate intervals as required by the conditions of the Work and Project, shall be related to the
entire Project to the extent required by the Contract Documents, and shall provide for expeditious
and practicable execution of the Work.
3.10.2 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of
submittals which is coordinated with the Contractor's construction schedule and allows the
Architect reasonable time to review submittals.
3.10.3 The Contractor shall perform the Work in general accordance with the most recent
schedules submitted to the Owner and Architect.
3.11 DOCUMENTS AND SAMPLES AT THE SITE
3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings,
Specifications, Addenda, Change Orders and other Modifications, in good order and marked
currently to record field changes and selections made during construction, and one record copy of
approved Shop Drawings, Product Data, Samples and similar required submittals. These shall be
available to the Architect and shall be delivered to the Architect for submittal to the Owner upon
completion of the Work.
3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for the
Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier or
distributor to illustrate some portion of the Work.
3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and other information furnished by the Contractor to illustrate materials or
equipment for some portion of the Work.
3.12.3 Samples nre physical examples which illustrate materials, equipment or workmanship and
establish standards by which the Work will be judged.
3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract
Documents. The purpose of their submittal is to demonstrate for those portions of the Work for
which submittals arc required by the Contnlct Documents the way by which the Contractor
proposes to con!<lI"lll 10 the inforlll<Jtion given and the design concept expressed in the Contract
Documents. Review by the Archilect is subject to the limitations of Subparagraph 4.2.7.
Informational submittals upon which the Architect is not expected to take responsive action may
be so identified in the Contract Documents. Submittals which are not required by the Contract
Documents may be returned by the Architect without action.
3.12.5 The Contractor shall review for compliance with the Contract Documents, approve and
suhmitto the Architect Shop Drawings, Product Data, Samples and similar submittals required by
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(tl 1997 A I A @
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue. N.W.
Washington. O.c. 20006-5292
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AlA DOCUMENT A20l-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The J'.merican Institute
of Architects
1735 New York Avenue, NW.
Washington, D.C. 20006-5292
the Contract Documents with reasonable promptness and in such sequence as to cause no delay
in the Work or in the activities of the Owner or of separate contractors. Submittals which are not
marked as reviewed for compliance with the Contract Documents and approved by the
Contractor may be returned by the Architect without action.
3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and similar
submittals, the Contractor represents that the Contractor has determined and verified materials,
field measurements and field construction criteria related thereto, or will do so, and has checked
and coordinated the information contained within such submittals with the requirements of the
Work and of the Contract Documents.
3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents
require submittal and review of Shop Drawings, Product Data, Samples or similar submittals until
the respective submittal has been approved by the Architect.
3.12.8 The Work shall be in accordance with approved submittals except that the Contractor shall
not be relieved of responsibility for deviations from requirements of the Contract DOCUments by
the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the
Contractor has specifically informed the Architect in writing of such deviation at the time of
submittal and (1) the Architect has given written approval to the specific deviation as a minor
change in the Work, or (2) a Change Order or Construction Change Directive has been issued
authorizing the deviation. The Contractor shall not be relieved of responsibility for errors or
omissions in Shop Drawings, Product Data, Samples or similar submittals by the Architect's
approval thereof.
3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by
the Architect on previous submittals. In the absence of such written notice the Architect's
approval of a resubmission shall not apply to such revisions.
3.12.10 The Contractor shall not be required to provide professional services which
constitute the practice of architecture or engineering unless such services are specifically required
by the Contract Documents for a portion of the Work or unless the Contractor needs to provide
such services in order to carry out the Contractor's responsibilities for construction means, i
methods, techniques, sequences and procedures. The Contractor shall not be required to provide
professional services in violation of applicable law. If professional design services or certifications
by a design professional related to systems, materials or equipment are specifically required of the
Contractor by the Contract Documents, the Owner and the Architect will specify all performance
and design criteria that such services must satisfy. The Contractor shall cause such services or
certifications to be provided by a properly licensed design professional, whose signature and seal
shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other
submittals prepared by such professional. Shop Drawings and other submittals related to the
Work designed or certified by such professional, if prepared by others, shall bear such
professional's written approval when submitted to the Architect. The Owner and the Architect
shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided the Owner and
Architect have specified to the Contractor all performance and design criteria that such services
must satisfy. Pursuant to this Subparagraph 3.12.10, the Architect will review, approve or take other
appropriate action on submittals only for the limited purpose of checking for conformance with
information given and the design concept expressed in the Contract Documents. The Contractor
shall not be responsible for the adequacy of the performance or design criteria required by the
Contract Documents.
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3.13 USE OF SITE
3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances,
permits and the Contract Documents and shall not unreasonably encumber the site with
materials or equipment.
3.14 CUTTING AND PATCHING
3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete
the Work or to make its parts fit together properly.
3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially
completed construction of the Owner or separate contractors by cutting, patching or otherwise
altering such construction, or by excavation, The Contractor shall not cut or otherwise alter such
construction by the Owner or a separate contractor except with written consent of the Owner and
of such separate contractor; such consent shall not be unreasonably withheld. The Contractor
shall not unreasonably withhold from the Owner or a separate contractor the Contractor's
. consent to cutting or otherwise altering the Work.
3.15 CLEANING UP
3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of
waste materials or rubbish caused by operations under the Contract. At completion of the Work,
the Contractor shall remove from and about the Project waste materials, rubbish, the Contractor's
tools, construction equipment, machinery and surplus materials.
3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the Owner may
do so and the cost thereof shall be charged to the Contractor.
3.16 ACCESS TO WORK
,d' 3.16.1 The Contractor shall provide the Owner and Architect access to the Work in preparation
.. and progress wherever located.
3.17 ROYAlTIES,PATENTS AND COPYRIGHTS
3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or
claims for infringement of copyrights and patent rights and shall hold the Owner and Architect
harmless from loss on account thereof, but shall not be responsible for such defense or loss when
a particular design, process or product of a particular manufacturer or manufacturers is required
by the Contract Documents or where the copyright violations are contained in Drawings,
Specifications or other documents prepared by the Owner or Architect. However, if the
Contractor has reason to believe that the required design, process or product is an infringement
of a copyright or a patenl, the Contractor shall be responsible for such loss unless such
information is promptly furnished to the Architect.
3.18 INDEMNIFICATlON
3.18.1 1b the fullest extent permitted by law and to the extent claims, damages, losses or
expenses are not covered by Project Management Protective Liability insurance purchased by the
Contractor in accordance wit h Paragraph 11.3, the Contractor shall indemnify and hold harmless
the Owner, Architect, Architect's consultants, and agents and employees of any of them from and
against claims, damages, losses and expenses, including but not limited to attorneys' fees, arising
out of or resulting from performance of the Work, provided that such claim, damage, loss or
expense is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of
tangible property (other than the Work itself), but only to the extent caused by the negligent acts
or omissions of the Contractor, a Subcontractor, anyone directly or indirectly employed by tb':':-:l
or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss
or expense is caused in part by a party indemnified hereunder. Such obligation shall not be
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AlA DOCUMENT AlOl-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006.5292
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GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
I
construed to negate, abridge, or reduce other rights or obligations of indemnity which would
otherwise exist as to a party or person described in this Paragraph 3.18.
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3.18.2 In claims against any person or entity indemnified under this Paragraph 3.18 by an
employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or
anyone for whose acts they may be liable, the indemnification obligation under Subparagraph
3.18.1 shall not be limited by a limitation on amount or type of damages, compensation or
benefits payable by or for the Contractor or a Subcontractor under workers' compensation acts,
disability benefit acts or other employee benefit acts.
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ARTICLE 4 ADMINISTRATION OF THE CONTRACT
4.1 ARCHITECT
4.1.1 The Architect is the person lawfully licensed to practice architecture or an entity lawfully
practicing architecture identified as such in the Agreement and is referred to throughout the
Contract Documents as if singular in number. The term "Architect" means the Architect or the
Architect's authorized representative.
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4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the
Contract Documents shall not be restricted, modified or extended without written consent of the
Owner, Contractor and Architect. Consent shall not be unreasonably withheld.
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4.1.3 If the employment of the Architect is terminated, the Owner shall employ a new Architect
against whom the Contractor has no reasonable objection and whose status under the Contract
Documents shall be that of the former Architect.
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4.2 ARCHITECT'S ADMINISTRATION OF THE CONTRACT
4.2.1 The Architect will provide administration of the Contract as described in the Contract
Documents, and will be an Owner's representative (1) during construction, (2) until final payment
is due and (3) with the Owner's concurrence, from time to time during the one-year period for
correction of Work described in Paragraph 12.2. The Architect will have authority to act on behalf
of the Owner only to the extent provided in the Contract Documents, unless otherwise modified
in writing in accordance with other provisions of the Contract.
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4.2.2 The Architect, as a representative of the Owner, will visit the site at intervals appropriate
to the stage of the Contractor's operations (1) to become generally familiar with and to keep the'
Owner informed about the progress and quality of the portion of the Work completed, (2) to
endeavor to guard the Owner against defects and deficiencies in the Work, and (3) to determine in
general if the Work is being performed in a manner indicating that the Work, when fully
completed, will be in accordance with the Contract Documents. However, the Architect will not
be required to make exhaustive or continuous on-site inspections to check the quality or
quantity of the Work. The Architect will neither have control over or charge of, nor be
responsible for, the construction means, methods, techniques, sequences or procedures, or for the
safety precautions and programs in connection with the Work, since these are solely the
Contractor's rights and responsibilities under the Contract Documents, except as provided in
Subparagraph 3.3.1.
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4.2.3 The Architect will not be responsible for the Contractor's failure to perform the Work in
accordance with the requirements of the Contract Documents. The Architect will not have
control over or charge of and will not be responsible for acts or omissions of the Contractor,
Subcontractors, or their agents or employees, or any other persons or entities performing portions
of the Work.
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4.2.4 Communications Facilitating Contract Administration. Except as otherwise provided in
the Contract Documents or when direct communications have been specially authorized, the
Owner and Contractor shall endeavor to communicate with each other through the Architect
about matters arising out of or relating to the Contract. Communications by and with the
Architect's consultants shall be through the Architect. Communications by and with
Subcontractors and material suppliers shall be through the Contractor. Communications by and
with separate contractors shall be through the Owner.
4.2.5 Based on the Architect's evaluations of the Contractor's Applications for Payment, the
Architect will review and certify the amounts due the Contractor and will issue Certificates for
Payment in such amounts.
4.2.6 The Architect will have authority to reject Work that does not conform to the Contract
Documents. Whenever the Architect considers it necessary or advisable, the Architect will have
authority to require inspection or testing of the Work in accordance with Subparagraphs 13.5.2 and
13.5.3, whether or not such Work is fabricated, installed or completed. However, neither this
authority of the Architect nor a decision made in good faith either to exercise or not to exercise
such authority shall give rise to a duty or responsibility of the Architect to the Contractor,
Subcontractors, material and equipment suppliers, their agents or employees, or other persons or
entities performing portions of the Work.
4.2.7 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 the
limited purpose of checking for conformance with information given and the design concept
expressed in the Contract Documents. The Architect's action will be taken with such reasonable
promptness as to cause no delay in the Work or in the activities of the Owner, Contractor or
separate contractors, while allowing sufficient time in the Architect's professional judgment to
permit adequate review. Review of such submittals is not conducted for the purpose of
determining the accuracy and completeness of other details such as dimensions and quantities, or
for substantiating instructions for installation or performance of equipment or systems, all of
which remain the responsibility of the Contractor as required by the Contract Documents. The
Architect's review of the Contractor's submittals shall 'flot relieve the Contractor of the obligations
under Paragraphs 3.3, 3.5 and 3.12. The Architect's review shall not constitute approval of safety
precautions or, unless otherwise specifically stated by the Architect, of any construction means,
methods, techniques, sequences or procedures. The Architect's approval of a specific item shall
not indicate approval of an assembly of which the item is a component.
4.2.8 The Architect will prepare Change Orders and Construction Change Directives, and may
authorize minor changes in the Work as provided in Paragraph 74
4.2.9 The Architect will conduct inspections to determine the date or dates of Substantial
Completion and the date of final completion, will receive and forward to the Owner, for the
Owner's review and records, written warranties and related documents required by the Contract
and assembled by the Contractor, and will issue a final Certificate for Payment upon compliance
with the requirements of the Contract Documents.
4.2.10 I f the Owner and Architect agree, the Architect will provide one or more project
representatives to assist in carrying out the Architect's responsibilities at the site. The duties,
responsibilities and limitations of authority of such project representatives shall be as set forth in
an exhibit to be incorporated in the Contract Documents.
4.2.11 The Architect will interpret and decide matters concerning performance under, and
requirements of, the Contract Documents on wrillen request of either the Owner or Contractor.
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AlA DOCUMENT A20H997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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GENERAL CONDITIONS
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006.5292
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The Architect's response to such requests will be made in writing within any time limits agreed
upon or otherwise with reasonable promptness. If no agreement is made concerning the time
within which interpretations required of the Architect shall be furnished in compliance with this
Paragraph 4.2, then delay shall not be recognized on account of failure by the Architect to furnish
such interpretations until 15 days after written request is made for them.
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4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of and
reasonably inferable from the Contract Documents and will be in writing or in the form of
drawings. When making such interpretations and initial decisions, the Architect will endeavor to
secure faithful performance by both Owner and Contractor, will not show partiality to either and
will not be liable for results of interpretations or decisions so rendered in good faith.
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4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent
with the intent expressed in the Contract Documents.
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4.3 CLAIMS AND DISPUTES
4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of
right, adjustment or interpretation of Contract terms, payment of money, extension of time or
other relief with respect to the terms of the Contract. The term "Claim" also includes other
disputes and matters in question between the Owner and Contractor arising out of or relating to
the Contract. Claims must be initiated by written notice. The responsibility to substantiate Claims
shall rest with the party making the Claim.
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4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 days after
occurrence of the event giving rise to such Claim or within 21 days after the claimant first
recognizes the condition giving rise to the Claim, whichever is later. Claims must be initiated by
written notice to the Architect and the other party.
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4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as
otherwise agreed in writing or as provided in Subparagraph 9.7.1 and Article 14, the Contractor
shall proceed diligently with performance of the Contract and the Owner shall continue to make
payments in accordance with the Contract Documents.
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4.3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at the site
which are (1) subsurface or otherwise concealed physical conditions which differ materially from
those indicated in the Contract Documents or (2) unknown physical conditions of an unusual
nature, which differ materially from those ordinarily found to exist and generally recognized as
inherent in construction activities of the character provided for in the Contract Documents, then
notice by the observing party shall be given to the other party promptly before conditions are
disturbed and in no event later than 21 days after first observance of the conditions. The Architect
will prorilptly investigate such conditions and, if they differ materially and cause an increase or
decrease in the Contractor's cost of, or time required for, performance of any part of the Work,
will recommend an equitable adjustment in the Contract Sum or Contract Time, or both. If the
Architect determines that the conditions at the site are not materially different from those
indicated in the Contract Documents and that no change in the terms of the Contract is justified,
the Architect shall so notify the Owner and Contractor in writing, stating the reasons. Claims by
either party in opposition to such determination must be made within 21 days after the Architect
has given notice of the decision. If the conditions encountered are materially different, the
Contract Sum and Contract Time shall be equitably adjusted, but if the Owner and Contractor
canl10t agree on an adjustment in the Contract Sum or Contract Time, the adjustment shall be
referred to the Architect for initial determination, subject to further proceedings pursuant to
Paragraph 4-4-
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4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in the
Contract Sum, written notice as provided herein shall be given before proceeding to execute the
Work. Prior notice is not required for Claims relating to an emergency endangering life or
property arising under Paragraph 10.6.
4.3.6 If the Contractor believes additional cost is involved for reasons including but not limited
to (1) a written interpretation from the Architect, (2) an order by the Owner to stop the Work
where the Contractor was not at fault, (3) a written order for a minor change in the Work issued
by the Architect, (4) failure of payment by the Owner, (5) termination of the Contract by the
Owner, (6) Owner's suspension or (7) other reasonable grounds, Claim shall be filed in
accordance with this Paragraph 4.3.
4.3.7 ClAIMS FOR ADDITIONAL TIME
4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time, wrhten
notice as provided herein shall be given. The Contractor's Claim shall include an estimate of cost
and of probable effect of delay on progress of the Work. In the case of a continuing delay only one
Claim is necessary.
4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim
shall be documented by data substantiating that weather conditions were abnormal for the
period of time, could not have been reasonably anticipated and had an adverse effect on the
scheduled construction.
4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers injury or
damage to person or property because of an act or omission of the other party, or of others for
whose acts such party is legally responsible, written notice of such injury or damage, whether or
not insured, shall be given to the other party within a reasonable time not exceeding 21 days after
discovery. The notice shall provide sufficient detail to enable the other party to investigate the
matter.
4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if
quantities originally contemplated are materially changed in a proposed Change Order or
Construction Change Directive so that application of such unit prices to quantities of Work
proposed will cause substantial inequity to the Owner or Contractor, the applicable unit prices
shall be equitably adjusted.
4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims against
each other for consequential damages arising out of or relating to this Contract. This mutual
waiver includes:
.1 damages incurred by the Owner for rental expenses, for losses of use, income, profit,
financing, business and reputation, and for loss of management or employee
productivity or of the services of such persons; and
.2 damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing, business and repu-
tation, and for loss of profit ('xcept anticipated profit arising directly from the Work.
This mulual waiver is applicable, without limitation, to all consequential damages due to either
party's termination in accordance with Article 14. Nothing contained in this Subparagraph 4.3.10
shall be deemed to preclude an award of liquidated direct damages, when applicable, in
accordance with the requirements of the Contract Documents.
4.4 RESOLUTION OF CLAIMS AND DISPUTES
4.4.1 Decision of Architect. Claims, including those alleging an error or omission by the
Architect but excluding those arising under Paragraphs 10.3 through 10.5, shall be referred
initially to the Architect for decision. An initial decision by the An.:hitecl shall be required as a
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GENERAL CONDITIONS
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1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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GENERAL CONDITIONS
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The American Institute
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1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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condition precedent to mediation, arbitration or litigation of all Claims between the Contractor
and Owner arising prior to the date final payment is due, unless 30 days have passed after the
Claim has been referred to the Architect with no decision having been rendered by the Architect.
The Architect will not decide disputes between the Contractor and persons or entities other than
the Owner,
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4.4.2 The Architect will review Claims and within ten days of the receipt of the Claim take one
or more of the following actions: (1) request additional supporting data from the claimant or a
response with supporting data from the other party, (2) reject the Claim in whole or in part, (3)
approve the Claim, (4) suggest a compromise, or (5) advise the parties that the Architect is unable
to resolve the Claim if the Architect lacks sufficient information to evaluate the merits of the
Claim or if the Architect concludes that, in the Architect's sole discretion, it would be
inappropriate for the Architect to resolve the Claim.
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4.4.3 In evaluating Claims, the Architect may, but shall not be obligated to, consult with or seek
information from either party or from persons with special knowledge or expertise who may
assist the Architect in rendering a decision. The Architect may request the Owner to authorize
retention of such persons at the Owner's expense.
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4.4.4 If the Architect requests a party to provide a response to a Claim or to furnish additional
supporting data, such party shall respond, within ten days after receipt of such request, and shall
either provide a response on the requested supporting data, advise the Architect when the
response or supporting data will be furnished or advise the Architect that no supporting data will
be furnished. Upon receipt of the response or supporting data, if any, the Architect will either
reject or approve the Claim in whole or in part.
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4.4.5 The Architect will approve or reject Claims by written decision, which shall state the rea-
sons therefor and which shall notify the parties of any change in the Contract Sum or Contract
Time or both. The approval or rejection of a Claim by the Architect shall be final and binding on
the parties but subject to mediation and arbitration.
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4.4.6 When a written decision of the Architect states that (1) the decision is final but subject to
mediation and arbitration and (2) a demand for arbitration of a Claim covered by such decision
must be made within 30 days after the date on which the party making the demand receives the
final written decision, then failure to demand arbitration within said 30 days' period shall result
in the Architect's decision becoming final and binding upon the Owner and Contractor. If the
Architect renders a decision after arbitration proceedings have been initiated, such decision may
be entered as evidence, but shall not supersede arbitration proceedings unless the decision is
acceptable to all parties concerned.
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4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the Architect or
the Owner may, but is not obligated to, notify the surety, if any, of the nature and amount of the
Claim. If the Claim relates to a possibility of a Contractor's default, the Architect or the Owner
may, but is not obligated to, notify the surety and request the surety's assistance in resolving the
controversy.
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4.4.8 If a Claim relates to or is the subject of a mechanic's lien, the party asserting such Claim
may proceed in accordance with applicable law to comply with the lien notice or filing deadlines
prior to resolution of the Claim by the Architect, by mediation or by arbilrotiOI1.
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4.5 MEDIATION
4.5.1 Any Claim arising out of or related to the COlltract, except Claims relating to aesthetic
effect and excepllhose waived as provided for in Subparagraphs 4.}.1O, 9.l0A and 9.10.5 shall, after
initial decision by the Architect or 30 days after submission of the Claim to the Architect, be
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subject to mediation as a condition precedent to arbitration or the institution of legal or equitable
proceedings by either party.
4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless the parties
mutually agree otherwise, shall be in accordance with the Construction Industry Mediation Rules
of the American Arbitration Association currently in effect. Request for mediation shall be filed
in writing with the other party to the Contract and with the American Arbitration Association.
The request may be made concurrently with the filing of a demand for arbitration but, in such
event, mediation shall proceed in advance of arbitration or legal or equitable proceedings, which
shall be stayed pending mediation for a period of 60 days from the date of filing, unless stayed for
a longer period by agreement of the parties or court order.
4.5.3 The parties shall share the mediator's fee and any filing fees equally. The mediation shall
be held in the place where the Project islocated, unless another location is mutually agreed upon.
Agreements reached in mediation shall be enforceable as settlement agreements in any court
having jurisdiction thereof.
4.6 ARBITRATION
4.6.1 Any Claim arising out of or related to the Contract, except Claims relating to aesthetic
effect and except those waived as provided for in Subparagraphs 4.3.10,9.10-4 and 9.10.5, shall, after
decision by the Architect or 30 days after submission of the Claim to the Architect, be subject to
arbitration. Prior to arbitration, the parties shall endeavor to resolve disputes by mediation in
accordance with the provisions of Paragraph 4-5-
4.6.2 Claims not resolved by mediation shall be decided by arbitration which, unless the parties
mutually agree otherwise, shall be in accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association currently in effect. The demand for arbitration
shall be filed in writing with the other party to the Contract and with the American Arbitration
Association, and a copy shall be filed with the Architect.
4.6.3 A demand for arbitration shall be made within the time limits specified in Subparagraphs
4-4.6 and 4.6.1 as applicable, and in other cases within a reasonable time after the Claim has arisen,
and in no event shall it be made after the date when institution of legal or equitable proceedings
based on such Claim would be barred by the applicable statute of limitations as determined
pursuant to Paragraph 13.7.
4.6.4 Limitation on Consolidation or Joinder. No arbitration arising out of or relating to the
Contract shall include, by consolidation or joinder or in any other manner, the Architect, the
Architect's employees or consultants, except by written consent containing specific reference to
the Agreement and signed by the Architect, Owner, Contractor and any other person or entity
sought to be joined. No arbitration shall include, by consolidation or joinder or in any other
manner, parties other than the Owner, Contractor, a separate contractor as described in Article 6
and other persons substantially involved in a common question of fact or law whose presence is
required if complete relief is to be accorded in arbitration. No person or entity other than the
Owner, Contractor or a sep:mlte contractor aii described in Article 6 shall be included as an
original third party or additional third party to an arbitration whose interest or responsibility is
insubstantial. Consent to arbitration involving an additional person or entity shall not constitute
consent to arbitration of a Claim not described therein or with a person or entity not named or
described therein. The foregoing agreement to arbitrate and other agreements to arbitrate with an
additional person or entity duly consented to by parties to the Agreement shall be specifically
el1forceable under applicable law in any court having jurisdiction thereof.
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AlA DOCUMENT A201.1997
GENERAL CONDITIONS
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1735 New York AVenue, NoW.
Washington, D.C. 20006,5292
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GENERAL CONDITIONS
OF THE CONTRACT FOR
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The American Institute
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1735 New York Avenue, N.W,
Washington, D.C. 20006.5292
4.6.5 Claims and Timely Assertion of Claims. The party filing a notice of demand for
arbitration must assert in the demand all Claims then known to that party on which arbitration
is permitted to be demanded.
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4.6.6 Judgment on Final Award. The award rendered by the arbitrator or arbitrators shall be
final, and judgment may be entered upon it in accordance with applicable law in any court
having jurisdiction thereof.
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ARTICLE 5 SUBCONTRACTORS
5.1 DEFINITIONS
5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the
Contract Documents as if singular in number and means a Subcontractor or an authorized
representative of the Subcontractor. The term "Subcontractor" does not include a separate
contractor or subcontractors of a separate contractor.
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5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform a portion of the Work at the site. The term "Sub-subcontractor" is
referred to throughout the Contract Documents as if singular in number and means a
Sub-subcontractor or an authorized representative of the Sub-subcontractor.
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5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK
5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to the
Owner through the Architect the names of persons or entities (including those who are to furnish
materials or equipment fabricated to a special design) proposed for each principal portion of the
Work. The Architect will promptly reply to the Contractor in writing stating whether or not the
Owner or the Architect, after due investigation, has reasonable objection to any such proposed
person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no
reasonable objection.
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5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner
or Architect has made reasonable and timely objection. The Contractor shall not be required to
contract with anyone to whom the Contractor has made reaso~ble objection.
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5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the
Contractor, the Contractor shall propose another to whom the Owner or Architect has no
reasonable objection. If the proposed but rejected Subcontractor was reasonably capable of
performing the Work, the Contract Sum and Contract Time shall be increased or decreased by the
difference, if any, occasioned by such change, and an appropriate Change Order shall be issued
before commencement of the substitute Subcontractor's Work. However, no increase in the
Contract Sum or Contract Time shall be allowed for such change unless the Contractor has acted
promptly and responsively in submitting names as required.
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5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if the
Owner or Architect makes reasonable objection to such substitute.
5.3 SUBCONTRACTUAL RELATIONS
5.3.1 By 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, Lo be
bound to the Contractor by terms of the Contract Documents, and to assume toward the
Contractor all the obligations and responsibilities, including the responsibility for safety of the
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Subcontractor's Work, which the Contractor, by these Documents, assumes toward the Owner and
Architect. Each subcontract agreement shall preserve and protect the rights of the Owner and
Architect under the Contract Documents with respect to the Work to be performed by the
Subcontractor so that subcontracting thereof will not prejudice such rights, and shall allow to the
Subcontractor, unless specifically provided otherwise in the subcontract agreement, the benefit of
all rights, remedies and redress against the Contractor that the Contractor, by the Contract
Documents, has against the Owner. Where appropriate, the Contractor shall require each
Subcontractor to enter into similar agreements with Sub-subcontractors. The Contractor shall
make available to each proposed Subcontractor, prior to the execution of the subcontract agree-
ment, copies of the Contract Documents to which the Subcontractor will be bound, and, upon
written request of the Subcontractor, identify to the Subcontractor terms and conditions of the
proposed subcontract agreement which may be at variance with the Contract Documents.
Subcontractors will similarly make copies of applicable portions of such documents available to
their respective proposed Sub-subcontractors.
5,4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS
5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the
Owner provided that:
.1 assignment is effective only after termination of the Contract by the Owner for cause
pursuant to Paragraph 1{.2 and only for those subcontract agreements which the Owner
accepts by notifying the Subcontractor and Contractor in writing; and
.2 assignment is subject to the prior rights of the surety, if any, obligated under bond
relating to the Contract.
5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the
Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the
suspension.
ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS
6.1.1 The Owner reserves the right to perform construction or operations related to the Project
with the Owner's own forces, and to award separate contracts in connection with other portions
of the Project or other construction or operations On the site under Conditions of the Contract
identical or substantially similar to these including those portions related to insurance and
waiver of subrogation. If the Contractor claims that delay or additional cost is involved because of
such action by the Owner, the Contractor shall make such Claim as provided in Paragraph 4.}
6.1.2 When separate contracts are awarded for different portions of the Project or other
construction or operations 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 shall provide for coordination of the activities of the Owner's own forces and
of each separate contractor with the Work of the Contractor, who shall cooperate with them. The
Contractor shall participate with other separate contractors and the Owner in reviewing their
construction schedules when directed to do so. The Contractor shall make any revisions to the
construction schedule deemed necessary after a joint review and mutual agreement. The
construction schedules shall then constitute the schedules to be used by the Contractor, separate
contractors and the Owner until subsequently revised.
6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs
construction or operations related to the Project with the Owner's own forces, the Owner shall be
deemed to be subject to the same obligations and to have the same rights which apply to the
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The Arnericilnlnstilute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The Americ,ln Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
I
Contractor under the Conditions of the Contract, including, without excluding others, those
stated in Article 3, this Article 6 and Articles 10, 11 and 12.
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6.2 MUTUAL RESPONSIBILITY
6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity
for introduction and storage of their materials and equipment and performance of their
activities, and shall connect and coordinate the Contractor's construction and operations with
theirs as required by the Contract Documents.
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6.2.2 If part of the Contractor's Work depends for proper execution or results upon
construction or operations by the Owner or a separate contractor, the Contractor shall, prior to
proceeding with that portion of the Work, promptly report to the Architect apparent
discrepancies or defects in such other construction that would render it unsuitable for such
proper execution and results. Failure of the Contractor so to report shall constitute an
acknowledgment that the Owner's or separate contractor's completed or partially completed
construction is fit and proper to receive the Contractor's Work, except as to defects not then
reasonably discoverable.
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6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner which
are payable to a separate contractor because of delays, improperly timed activities or defective
construction of the Contractor. The Owner shall be responsible to the Contractor for costs
incurred by the Contractor because of delays, improperly timed activities, damage to the Work or
defective construction of a separate contractor.
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6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to
completed or partially completed construction or to property of the Owner or separate
contractors as provided in Subparagraph 10.2.5.
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6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting
and patching as are described for the Contractor in Subparagraph 3.14.
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6.3 OWNER'S RIGHT TO CLEAN UP
6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the
responsibility under their respective contracts for maintaining the premises and surrounding area
free from waste materials and rubbish, the Owner may clean up and the Architect will allocate the
cost among those responsible.
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ARTIClE 7 CHANGES IN THE WORK
7.1 GENERAL
7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without
invalidating the Contract, by Change Order, Construction Change Directive or order for a minor
change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the Contract
Documents.
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7.1.2 A Change Order shall be based upon agreement among the Owner, Contractor and
Architect; a Construction Change Directive requires agreement by the Owner and Architect and
mayor may not be agreed to by the Contractor; an order for a minor change in the Work may be
issued by the Architect alone.
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7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract
Documents, and the Contractor shall proceed promptly, unless otherwise provided in the Change
Order, Conslruction Change Directive or order for a minor change in the Work.
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7.2 CHANGE ORDERS
7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the
Owner, Contractor and Architect, stating their agreement upon all of the following:
,1 change in the Work;
,2 the amount of the adjustment, if any, in the Contract Sum; and
.3 the extent of the ad justment, if any, in the Contract Time.
7.2.2 Methods used in determining adjustments to the Contract Sum may include those listed
in Subparagraph 7.3.3.
7.3 CONSTRUCTION CHANGE DIRECTIVES
7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed
by the Owner and Architect, directing a change in the Work prior to agreement on adjustment, if
any, in the Contract Sum or Contract Time, or both. The Owner may by Construction Change
Directive, without invalidating the Contract, order changes in the Work within the general scope
of the Contract consisting of additions, deletions or other revisions, the Contract Sum and
Contract Time being adjusted accordingly.
7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the
terms of a Change Order.
7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the
adjustment shall be based on one of the following methods:
.1 mutual acceptance of a lump sum properly itemized and supported by sufficient
substantiating data to permit evaluation;
.2 unit prices stated in the Contract Documents or subsequently agreed upon;
.3 cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or percentage fee; or
.4 as provided in Subparagraph 7.3.6.
7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly proceed
with the change in the Work involved and advise the Architect of the Contractor's agreement or
disagreement with the method, if any, provided in the Construction Change Directive for
determining the proposed adjustment in the Contract Sum or Contract Time.
7.3.5 A Construction Change Directive signed by the Contractor indicates the agreement of the
Contractor therewith, including ad justment in Contract Sum and Contract Time or the method
for determining them. Such agreement shall be effective immediately and shall be recorded as a
Change Order.
7.3.6 If the Contractor does not respond promptly or disagrees with the method for adjustment
in the Contract Sum, the method and the adjustment shall be determined by the Architect on the
basis of reasonable expenditures and savings of those performing the Work attributable to the
chnnge, including, in case of an increase in the Contract Sum, a rensonabJe allowance for overhead
and profit. In such case, and also under Clause 7.3.3.3, the Contractor shall keep and present, in
such form as ll1<.' Architect may prescribe, an ilelllii',ed <Iccounling logdher with appropriate
supporting data. Unless otherwise provided in the Contract Documents, costs for the purposes of
this Subparagraph 7.J6 shall be limited to the following:
.1 costs of labor, including social security, old age and unemployment insurance, fringe
benefits required by agreement or custom, and workers' compensation insurance;
.2 costs of materials, supplies and equipment, including cost of transportation, whether
incorporated or consumed;
.3 rental costs of machinery and equipment, exclusive of hand tools, whether rented from
the Conlraclor or others;
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Archilects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
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@1997 AIA@
AlA DOCUMENT A201~1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
I
.4 costs of premiums for all bonds and insurance, permit fees, and sales, use or similar
taxes related to the Work; and
.5 additional costs of supervision and field office personnel directly attributable to the
change.
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7.3.7. The amount of credit to be allowed by the Contractor to the Owner for a deletion or
change which results in a net decrease in the Contract Sum shall be actual net cost as confirmed
by the Architect. When both additions and credits covering related Work or substitutions are
involved in a change, the allowance for overhead and profit shall be figured on the basis of net
increase, if any, with respect to that change.
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7.3.8 Pending final determination of the total cost of a Construction Change Directive to the
Owner, amounts not in dispute for such changes in the Work shall be included in Applications for
Payment accompanied by a Change Order indicating the parties' agreement with part or all of
such costs. For any portion of such cost that remains in dispute, the Architect will make an
interim determination for purposes of monthly certification for payment for those costs. That
determination of cost shall adjust the Contract Sum on the same basis as a Change Order, subject
to the right of either party to disagree and assert a claim in accordance with Article 4.
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7.3.9 When the Owner and Contractor agree with the determination made by the Architect
concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach
agreement upon the adjustments, such agreement shall be effective immediately and shall be
recorded by preparation and execution of an appropriate Change Order.
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7.4 MINOR CHANGES IN THE WORK
7.4,1 The Architect will have authority to order minor changes in the Work not involving adjust-
ment 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 and shall be binding
on the Owner and Contractor. The Contractor shall carry out such written orders promptly.
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ARTICLE 8 TIME
8.1 DEFINITIONS
8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in the Contract Documents for Substantial Completion of the Work.
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8.1.2 The date of commencement of the Work is the date established in the Agreement.
8.1.3 The date of Substantial Completion is the date certified by the Architect in accordance
with Paragraph 9.8.
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8.1.4 The term "day" as used III the Contract Documents shall mean calendar day unless
otherwise specifically defined.
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8.2 PROGRESS AND COMPLETION
8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the Agreement the Contractor confirms that the Contract Time is a reasonable period
for performing the Work.
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8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in
writing, prematurely commence operations on the site or elsewhere prior to the effective Jate of
insurance required by Article 11 to be furnished by the Contractor and Owner. The date of
commencement of the Work shall not be changed by the effective date of such insurance. Unless
the date of commencement is established by the Contract Documents or a notice lo proceed given
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by the Owner, the Contractor shall notify the Owner in writing not less than five days or other
agreed period before commencing the Work to permit the timely filing of morgages, mechanic's
liens and other security interests.
8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time.
8.3 DELAYS AND EXTENSIONS OF TIME
8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work by
an act or neglect of the Owner or Architect, or of an employee of either, or of a separate contractor
employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual
delay in deliveries, unavoidable casualties or other causes beyond the Contractor's control, or by
delay authorized by the Owner pending mediation and arbitration, or by other causes which the
Architect determines may justify delay, then the Contract Time shall be extended by Change Order
for such reasonable time as the Architect may determine.
8.3.2 Claims relating to time shall be made in accordance with applicable provisions of
Paragraph 4.3.
8.3.3 This Paragraph 8.3 does not preclude recovery of damages for delay by either party under
other provisions of the Contract Documents.
AlnlCLE 9 PAYMENTS AND COMPLETION
9.1 CONTRACT SUM
9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the
total amount payable by the Owner to the Contractor for performance of the Work under the
Contract Documents.
9.2 SCHEDULE OF VALUES
9.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a
schedule of values allocated to various portions of the Work, prepared in such form and
supported by such data to substantiate its accuracy as the Architect may require. This schedule,
unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's
Applications for Payment.
9.3 APPLICATIONS FOR PAYMENT
9.3.1 At least ten days before the date established for each progress payment, the Contractor
shall submit to the Architect an itemized Application for Payment for operations completed in
accordance with the schedule of values. Such application shall be notarized, if required, and
supported by such data substantiating the Contractor's right to payment as the Owner or
Architect may require, such as copies of requisitions from Subcontractors and material suppliers,
and reflecting retainage if provided for in the Contract Documents.
9.3.1.1 As provided in Subparagraph 7-3.8, such applications may include requesls for payment on
account of changes in the Work which have been properly authorized by Construction Change
Directives, or by interim determinntiolls of the Architect, but not yet included in Change Orders.
9.3.1.2 Such applications may not include requests for payment for portions of the Work for
which the Contractor docs not intend to pay to a Subc0l1tractor or material supplier, unless such
Work has been performed by others whom the Contractor intends to pay.
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Cl1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Archilec 15
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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@1997 AIA@
AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
173S New York Avenue, N.W.
Washington, D.C. 20006.5292
I
9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on
account of materials and equipment delivered and suitably stored at the site for subsequent
incorporation in the Work. If approved in advance by the Owner, payment may similarly be made
for materials and equipment suitably stored off the site at a location agreed upon in writing.
Payment for materials and equipment stored on or off the site shall be conditioned upon com-
pliance by the Contractor with procedures satisfactory to the Owner to establish the Owner's title
to such materials and equipment or otherwise protect the Owner's interest, and shall include the
costs of applicable insurance, storage and transportation to the site for such materials and
equipment stored off the site.
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9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will
pass to the Owner no later than the time of payment. The Contractor further warrants that upon
submittal of an Application for Payment all Work for which Certificates for Payment have been
previously issued and payments received from the Owner shall, to the best of the Contractor's
knowledge, information and belief, be free and clear of liens, claims, security interests or encum-
brances in favor of the Contractor, Subcontractors, material suppliers, or other persons or entities
making a claim by reason of having provided labor, materials and equipment relating to the Work.
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9.4 CERTIFICATES FOR PAYMENT
9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for
Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for
such amount as the Architect determines is properly due, or notify the Contractor and Owner in
writing of the Architect's reasons for withholding certification in whole or in part as provided in
Subparagraph 9.5.1.
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9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect
to the Owner, based on the Architect's evaluation of the Work and the data comprising the
Application for Payment, that the Work has progressed to the point indicated and that, to the best
of the Architect's knowledge, information and belief, the quality of the Work is in accordance with
the Contract Documents. The foregoing representations are subject to an evaluation of the Work
for conformance with the Contract Documents upon Substantial Completion, to results of
subsequent tests and inspections, to correction of minor deviations from the Contract Documents
prior to completion and to specific qualifications expressed by the Architect. The issuance of a
Certificate for Payment will further constitute a representation that the Contractor is entitled to
payment in the amount certified. However, the issuance of a Celtificate for Payment will not be
a representation that the Architect has (1) made exhaustive or continuous on-site inspections to
check the quality or quantity of the Work, (2) reviewed constructiollmeans, methods, techniques,
sequences or procedures, (3) reviewed copies of requisitions received from Subcontractors and
material suppliers and other data requested by the Owner to substantiate the Contractor's right to
payment, or (4) made examination to ascertain how or for what purpose the Contractor has used
money previously paid on account of the Contract Sum.
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9.S DECISIONS TO WITHHOLD CERTIFICATION
9.5.1 The Architect may withhold a Certificate for Payment in wlll)lc or in part, to the extent
reasonably necessary to protect the Owner, if in the Architect's opinion the representations to the
Owner required by Subparagraph 9.4.2 cannot be made. If the Architect is unnble to certify
payment in the amount of the Application, the Architect will notify the Contractor and Owner as
provided in Subparagraph 9-4-l.lf the Contractor and Architect cannot agree on a revised amount,
the Architect will promptly issue a Certificate for Payment for the amount for which the Architect
is able to make such representations to the Owner. The Architect may also withhold a Certificate
for Payment or, because of subsequently discovered evidence, may nullify the whole or a part of a
Certificate for Payment previously issued, to such extent as may be necessary in the Architect's
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opinion to protect the Owner from loss for which the Contractor is responsible, including loss
resulting from acts and omissions described in Subparagraph 3.3.2, because of:
.1 defective Work not remedied;
.2 third party claims filed or reasonable evidence indicating probable filing of such claims
unless security acceptable to the Owner is provided by the Contractor;
.3 failure of the Contractor to make payments properly to 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 Owner or another contractor;
.6 reasonable evidence that the Work will not be completed within the Contract Time, and
that the unpaid balance would not be adequate to cover actual or liquidated damages
for the anticipated delay; or
.7 persistent failure to carry out the Work in accordance with the Contract Documents.
. 9.5.2 When the above reasons for withholding certification are removed, certification will be
made for amounts previously withheld.
9.6 PROGRESS PAYMENTS
9.6.1 After the Architect has issued a Certificate for Payment, the Owner shall make payment in
the roahner and within the time provided in the Contract Documents, and shall so notify the
Architect.
9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the
Owner, out of the amount paid to the Contractor on account of such Subcontractor's
portion of the Work, the amount to which said Subcontractor is entitled, reflecting percentages
actually retained from payments to the Contractor on account of such Subcontractor's portion of
the Work. The Contractor shall, by appropriate agreement with each Subcontractor, require each
Subcontractor to make payments to Sub-subcontractors in a similar manner.
9.6.3 The Architect will, on request, furnish to a Subcontractor, if practicable, information
regarding percentages of completion or amounts applied for by the Contractor and action taken
thereon by the Architect and Owner on account of portions of the Work done by such
Su bcontraetor.
9.6.4 Neither the Owner nor Architect shall have an obligation to payor to see to the payment
of money to a Subcontractor except as may otherwise be required by law.
9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in
Subparagraphs 9.6.2, 9.6.3 and 9.6-4.
9.6.6 A Certificate for Payment, a progress payment, or partial or entire use or occupancy of the
Project by the Owner shall not constitute acceptance of Work not in accordance with the Contract
Documents.
9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of
the Contract Sum, payments received by the Contractor for Work properly performed by
Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or
suppliers who performed Work or furnished materials, or both, under contract with the
Contractor for which payment was made by the OWner. Nothing contained herein shall require
money to be placed ill a separate account and not commingled with money of the Contractor,
shall create any fiduciary liability or torI liability on the part of the Contractor for breach of trust
or shall entitle any person or entity to an award of punitive damages against the Contractor for
breach of the requirements of this provision.
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GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006"5292
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GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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The Ameri(an Institute
of Ard,ite(ls
1735 New York Avenue, NW.
Washington, D.C. l0006~5192
I
9.7 FAILURE OF PAYMENT
9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the
Contractor, within seven days after receipt of the Contractor's Application for Payment, or if the
Owner does not pay the Contractor within seven days after the date established in the Contract
Documents the amount certified by the Architect or awarded by arbitration, then the Contractor
may, upon seven additional days' written notice to the Owner and Architect, stop the Work until
payment of the amount owing has been received. The Contract Time shall be extended appropri-
ately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs
of shut-down, delay and start-up, plus interest as provided for in the Contract Documents.
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9.8 SUBSTANTIAL COMPLETION
9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or
designated portion thereof is sufficiently complete in accordance with the Contract Documents
so that the Owner can occupy or utilize the Work for its intended use.
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9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner
agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to
the Architect a comprehensive list of items to be completed or corrected prior to final payment.
Failure to include an item on such list does not alter the responsibility of the Contractor to
complete all Work in accordance with the Contract Documents.
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9.8.3 Upon receipt of the Contractor's list, the Architect will make an inspection to determine
whether the Work or designated portion thereof is substantially complete. If the Architect's
inspection discloses any item, whether or not included on the Contractor's list, which is not
sufficiently complete in accordance with the Contract Documents so that the Owner can occupy
or utilize the Work or designated portion thereof for its intended use, the Contractor shall, before
issuance of the Certificate of Substantial Completion, complete or correct such item upon
notification by the Architect. In such case, the Contractor shall then submit a request for another
inspection by the Architect to determine Substantial Completion.
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9.8.4 When the Work or designated portion thereof is substantially complete, the Architect will
prepare a Certificate of Substantial Completion which shall establish the date of Substantial
Completion, shall establish responsibilities of the Owner and Contractor for security,
maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within
which the Contractor shall finish all items on the list accompanying the Certificate. Warranties
required by the Contract Documents shall commence on the date of Substantial Completion of
the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial
Completion.
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9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and
Contractor for their written acceptance of responsibilities assigned to them in such Certificate.
Upon such acceptance and consent of surety, if any, the Owner shall make payment of retainage
applying to such Work or designated portion thereof. Such payment shall be adjusted for Work
that is incomplete or 110t in accordance with the requirements of the Contract Documents.
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9.9 PARTIAL OCCUPANCY OR USE
9.9.1 The Owner may occupy or use any completed or partially completed p()rtion of the Work
at any stage when such portion is designated by separate agreement with the Contractor,
provided such occupancy or use is consented to by the insurer as required under Clause 11.4.1.5 and
authorized by public authorities having jurisdiction over the Work. Such partial occupancy or use
may commence whether or not the portion is substantially complete, provided the Owner and
Contractor have accepted in writing the responsibilities assigned to each of them for payments,
retainage, if any, security, maintenance, heat, utilitiefi, damage to the Work and insurance, and
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have agreed in writing concerning the period for correction of the Work and commencement of
warranties required by the Contract Documents. When the Contractor considers a portion
substantially complete, the Contractor shall prepare and submit a list to the Architect as
provided under Subparagraph 9.8.2. Consent of the Contractor to partial occupancy or use shall
not be unreasonably withheld. The stage of the progress of the Work shall be determined by
written agreement between the Owner and Contractor or, if no agreement is reached, by decision
of the Architect.
9.9.2 Immediately prior to such partial occupancy or use, the Owner, Contractor and Architect
shall jointly inspect the area to be occupied or portion of the Work to be used in order to
determine and record the condition of the Work.
9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the
Work shall not constitute acceptance of Work not complying with the requirements of the
Contract Documents.
9.10 FINAL COMPLETION AND FINAL PAYMENT
9.10.1 Upon receipt of written notice that the Work is ready for final inspection and acceptance
and upon receipt of a fina.l Application for Payment, the Architect will promptly make such
inspection and, when the Architect finds the Work acceptable under the Contract Documents and
the Contract fully performed, the Architect will promptly issue a final Certificate for Payment
stating that to the best of the Architect's knowledge, information and belief, and on the basis of
the Architect's on-site visits and inspections, the Work has been completed in accordance with
terms and conditions of the Contract Documents and that the entire balance found to be due the
Contractor and noted in the final Certificate is due and payable. The Architect's final Certificate
for Payment will constitute a further representation that conditions listed in Subparagraph 9.10.?
as precedent to the Contractor's being entitled to final payment have been fulfilled.
9.10.2 Neither final payment nor any remaining retained percentage shall become due until the
Contractor submits to the Architect (1) an affidavit that payrolls, bills for materials and
equipment, and other indebtedness connected with the Work for which the Owner or the Owner's
property might be responsible or encumbered (less amounts withheld by Owner) have been paid
or otherwise satisfied, (2) a certificate evidencing that insurance required by the Contract
Documents to remain in force after final payment is currently in effect and will not be canceled
or allowed to expire until at least 30 days' prior written notice has been given to the Owner, (3) a
written statement that the Contractor knows of no substantial reason that the insurance will not
be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any,
to final payment and (5), if required by the Owner, other data establishing payment or
satisfaction of obligations, such as receipts, releases and waivers of liens, claims, security interests
or encumbrances arising oul of the Contract, to the extent and in such form as may be
designated by the Owner. If a Subcontractor refuses to furnish a release or waiver required by the
Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner
against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall
refund to the Owner all money that the Owner may be compelled to pay in discharging such lien,
including all costs and reasonable attorneys' fees.
9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed
through no fault of the Contractor or by issuance of Change Orders affecting final completion,
and the Architect so confirms, the Owner shall, upon application by the Contractor and certifi-
cation 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 retainage stipulated in the Contract Documents, and if
bonds have been furnished, the written consent of surety to payment of the balance due for that
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AlA DOCUMENT A20H997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, NW.
Washington, D.C. ~0006-5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006"5292
I
portion of the Work fully completed and accepted shall be submitted by the Contractor to the
Architect prior to certification of such payment. Such payment shall be made under terms and
conditions governing final payment, except that it shall not constitute a waiver of claims.
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9.10.4 The making of final payment shall constitute a waiver of Claims by the Owner except
those arising from:
.1 liens, Claims, security interests or encumbrances arising out of the Contract and
unsettled;
.2 failure of the Work to comply with the requirements of the Contract Documents; or
.3 terms of special warranties required by the Contract Documents.
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9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall
constitute a waiver of claims by that payee except those previously made in writing and identified
by that payee as unsettled at the time of final Application for Payment.
I
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 performance of the Contract.
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10.2 SAFETY OF PERSONS AND PROPERTY
10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to prevent damage, injury or loss to:
.1 employees on the Work and other persons who may be affected thereby;
.2 the Work and materials and equipment to be incorporated therein, whether in storage
on or off the site, under care, custody or control of the Contractor or the Contractor's
Subcontractors or Sub-subcontractors; and
.3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal, relocation or
replacement in the course of construction.
10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons or property or
their protection from damage, injury or loss.
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10.2.3 The Contractor shall erect and maintain, as required by eXIstmg conditions and
performance of the Contract, 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 sites and utilities.
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10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual
methods are necessary fm' execution of the Work, the Contractor shall exercise utmost care and
carry on such activities under supervision of properly qualified personnel.
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10.2.5 The Contractor shall promptly remedy damage and 101;1; (other than damage or loss
insured under property insurance required by the Contract Documents) to property referred to in
Clauses 10.2.1.2 and 10.2.).3 caused in whole or in part by the Contractor, a Subcontractor, a
Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for
whose acts they 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 acts or omissions of the Owner or Architect or
anyone directly or indirectly employed by either of them, or by anyone for whose acts either of
them may be liable, and not attributable to the fault or negligence of the Contractor. The
foregoing obligations of the Contractor are in addition to the Contractor's obligations under
Paragraph 3.18.
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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 otherwise designated by the Contractor in writing to the Owner and
Architect.
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10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded
so as to endanger its safety.
10.3 HAZARDOUS MATERIALS
10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death
to persons resulting from a material or substance, including but not limited to asbestos or
polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall,
upon recognizing the condition, immediately stop Work in the affected area and report the
condition to the Owner and Architect in writing.
10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or
absence of the material or substance reported by the Contractor and, in the event such material
or substance is found to be present, to verify that it has been rendered harmless. Unless otherwise
required by the Contract Documents, the Owner shall furnish in writing to the Contractor and
Architect the names and qualifications of persons or entities who are to perform tests verifying
the presence or absence of such material or substance or who are to perform the task of removal
or safe containment of such material or substance. The Contractor and the Architect will
promptly reply to the Owner in writing stating whether or not either has reasonable objection to
the persons or entities proposed by the OWner. If either the Contractor or Architect has an
objection to a person or entity proposed by the Owner, the Owner shall propose another to whom
the Contractor and the Architect have no reasonable objection. When the material or substance
has been rendered harmless, Work in the affected area shall resume upon written agreement of the
Owner and Contractor. The Contract Time shall be extended appropriately and the Contract Sum
shall be increased in the amount of the Contractor's reasonable additional costs of shut-down,
delay and start-up, which adjustments shall be accomplished as provided in Article 7.
10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the
Contractor, Subcontractors, Architect, Architect's consultants and agents and employees of any of
them from and against claims, damages, losses and expenses, including but not limited to attor-
neys' fees, arising out of or resulting from performance of the Work in the affected area if in fact
the material or substance presents the risk of bodily in jury or death as described in Subparagraph
10.3.1 and has not been rendered harmless, provided that such claim, damage, Joss or expense is
attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible
property (other than the Work itself) and provided that such damage, loss or expense is not due
to the sole negligence of a party seeking indemnity.
10.4 The Owner shall not be responsible under Paragraph 10.3 for materials and substances
brought to the site by the Contractor unless such materials or substances were required by the
Contract Documents.
10.5 If, without negligence on the part of the Contractor, the Contractor is held liable for the
cost of remediation of a hazardous material or substance solely by reason of performing Work as
required by the Contract Documents, the Owner shall indemnify the Contractor for all cost and
expense thereby incurred.
10.6 EMERGENCIES
10.6.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the
Contractor's discretion, to prcvcnt threatcned damage, injury or loss. Additional compcnsation or
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GENERAL CONDITIONS
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of Architects
1735 New York Avenue. NW.
Washington. D.C 20006-5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
I
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006~5292
I
extension of time claimed by the Contractor on account of an emergency shall be determined as
provided in Paragraph 4.3 and Article 7.
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ARTICLE 11 INSURANCE AND BONDS
11.1 CONTRACTOR'S LIABILITY INSURANCE
11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully
authorized to do business in the jurisdiction in which the Project is located such insurance as will
protect the Contractor from claims set forth below which may arise out of or result from the
Contractor's operations under the Contract and for which the Contractor may be legally liable,
whether such operations be by the Contractor or by a Subcontractor or by anyone directly or
indirectly employed by any of them, or by anyone for whose acts any of them may be liable:
.1 claims under workers' compensation, disability benefit and other similar employee
benefit acts which are applicable to the Work to be performed;
.2 claims for damages because of bodily injury, occupation a] sickness or disease, or death
of the Contractor's employees;
.3 claims for damages because of bodily injury, sickness or disease, or death of any person
other than the Contractor's employees;
.4 claims for damages insured by usual personal injury liability coverage;
.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;
.6 claims for damages because of bodily injury, death of a person or property damage
arising out of ownership, maintenance or use of a motor vehicle;
.7 claims for bodily injury or property damage arising out of completed operations; and
.8 claims involving contractual liability insurance applicable to the Contractor's
obligations under Paragraph 3.)8.
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11.1.2 The insurance required by Subparagraph ll.l.l shall be written for not less than limits of
liability specified in the Contract Documents or required by law, whichever coverage is greater.
Coverages, whether written on an occurrence or claims-made basis, shall be maintained without
interruption from date of commencement of the Work until date of final payment and
termination of any coverage required to be maintained after final payment.
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11.1.3 Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to
commencement of the Work. These certificates and the insurance policies required by this
Paragraph ILl shall contain a provision that coverages afforded under the policies will not be
canceled or allowed to expire until at least 30 days' prior written notice has been given to the
Owner. If any of the foregoing insurance coverages are required to remain in force after final
payment and are reasonably available, an additional certificate evidencing continuation of such
coverage shall be submitted with the final Application for Payment as required by Subparagraph
9.10.2. Information concerning reduction of coverage on account of revised liinits or claims paid
under the General Aggregate, or both, shall be furnished by the Contractor with reasonable
promptness in accordance with the Contractor's information and belief.
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11.2 OWNER'S LIABILITY INSURANCE
11.2.1 The Owner shall be responsible for purchasing and maintaining the Owner's usual
liability insurance.
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11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE
11.3.1 Optionally, the Owner may require the Contractor to purchase and maintain Project
Management Protective Liability insurance from the Contractor's usual sources as primary
coverage for the Owner's, Contractor's and Architect's vicarious liability for construction
operations under the Contract. Unless otherwise required by the Contract Documents, the Owner
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shall reimburse the Contractor by increasing the Contract Sum to pay the cost of purchasing and
maintaining such optional insurance coverage, and the Contractor shall not be responsible for
purchasing any other liability insurance on behalf of the OWner. The minimum limits of .
liability purchased with such coverage shall be equal to the aggregate of the limits required for
Contractor's Liability Insurance under Clauses )).1.1.2 through )).1.1.5.
11.3.1 To the extent damages are covered by Project Management Protective Liability insurance,
the Owner, Contractor and Architect waive all rights against each other for damages, except such
rights as they may have to the proceeds of such insurance. The policy shall provide for such
waivers of subrogation by endorsement or otherwise.
11.3.3 The Owner shall not require the Contractor to include the Owner, Architect or other
persons or entities as additional insureds on the Contractor's Liability Insurance coverage under
Paragraph 1l.l.
11.4 PROPERTY INSURANCE
11.4.1 Unless otherwise provided, the Owner shall purchase and maintain, in a company or
companies lawfully authorized to do business in the jurisdiction in which the Project is located,
property insurance written on a builder's risk "all-risk" or equivalent policy form in the amount
of the initial Contract Sum, plus value of subsequent Contract modifications and cost of
materials supplied or installed by others, comprising total value for the entire Project at the site
on a replacement cost basis without optional deductibles. Such property insurance shall be
maintained, unless otherwise provided in the Contract Documents or otherwise agreed in writing
by all persons and entities who are beneficiaries of such insurance, until final payment has been
made as provided in Paragraph 9.10 or until no person or entity other than the Owner has an
insurable interest in the property required by this Paragraph 11.4 to be covered, whichever is later.
This insurance shall include interests of the Owner, the Contractor, Subcontractors and
Sub-subcontractors in the Project.
11.4.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include,
without limitation, insurance against the perils of fire (with extended coverage) and physical loss
or damage including, without duplication of coverage, theft, vandalism, malicious mischief,
collapse, earthquake, flood, windstorm, falsework, testing and startup, temporary buildings and
debris removal including demolition occasioned by enforcement of any applicable legal
requirements, and shall cover reasonable compensation for Architect's and Contractor's services
and expenses required as a result of such insured loss.
11.4.1.1 If the Owner does not intend to purchase such property insurance required by the
Contract and with all of the coverages in the amount described above, the Owner shall so 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, Subcontractors and
Sub-subcontractors in the Work, and by appropriate Change Order the cost thereof shall be
charged to the Owner. If the Contractor is damaged by the failure or neglect of the Owner to
purchase or maintain insurance as described above, without so notifying the Contractor in
writing, then lhe Owner shall bear all reasonable costs properly attributable lhereto.
11.4.1.3 If the property insurance requires deductibles, the OWner shall pay costs not covered
because of such deductibIes.
11.4.1.4 This property insurance shall cover portions of the Work stored off the site, and also
porI ions of the Work in transit.
11.4.1.5 PJrtial occupancy or u~c ill a<"LOruance with Paragraph 9.9 shall not commence until the
insurance company or companies providing property insurance have consented to such partial
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GENERAL CONDITIONS
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
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GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006-5292
occupancy or use by endorsement or otherwise. The Owner and the Contractor shall take
reasonable steps to obtain consent of the insurance company or companies and shall, without
mutual written consent, take no action with respect to partial occupancy or use that would cause
cancellation, lapse or reduction of insurance.
11.4.2 Boiler and Machinery Insurance. The Owner shall purchase and maintain boiler and
machinery insurance required by the Contract Documents or by law, which shall specifically cover
such insured objects during installation and until final acceptance by the Owner; this insurance
shall include interests of the Owner, Contractor, Subcontractors and Sub-subcontractors in the
Work, and the Owner and Contractor shall be named insureds.
11.4.3 Loss of Use Insurance. The Owner, at the Owner's option, may purchase and maintain
such insurance as will insure the Owner 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.
11.4.4 If the Contractor requests in writing that insurance for risks other than those described
herein or other special causes of loss 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.
11.4.5 If during the Project construction period the Owner insures properties, real or personal or
both, at or adjacent to the site by property insurance under policies separate from those insuring
the Project, or if after final payment property insurance is to be provided on the completed Project
through a policy or policies other than those insuring the Project during the construction period,
the Owner shall waive all rights in accordance with the terms of Subparagraph 11-4.7 for damages
caused by fire or other causes of loss covered by this separate property insurance. All separate
policies shall provide this waiver of subrogation by endorsement or otherwise.
11.4.6 Before an exposure to loss may occur, the Owner shall file with the Contractor a copy of
each policy that includes insurance coverages required by this Paragraph 11.4. Each policy shall
contain all generally applicable conditions, definitions, exclusions and endorsements related to
this Project. Each policy shall contain a provision that the policy will not be canceled or allowed
to expire, and that its limits will not be reduced, until at least 30 days' prior written notice has been
given to the Contractor.
11.4.7 Waivers of Subrogation. The Owner and Contractor waive all rights against (1) each other
and any of their subcontractors, sub-subcontractors, agents and employees, each of t he other, and
(2) the Architect, Architect's consultants, separate contractors described in Article 6, if any, and
any of their subcontractors, sub-subcontractors, agents and employees, for damages caused by fire
or other causes of loss to the extent covered by property insurance obtained pursuant to this
Paragraph 11.4 or other property insurance applicable to the Work, except such rights as they have
to proceeds of such insurance held by the Owner as fiduciary. The Owner or Contractor, as
appropriate, shall require of the Architect, Architect's consultants, separate coni r:Jet ors described
in Article 6, if any, and the subcontractors, sub-subcontractors, agents and employees of any of
them, by appropriate agreements, written where legally required for validity, similar waivers each
in favor of other parties enumerated herein. The policies shall provide such waivers of
subrogation by endorsement or otherwise. A waiver of subrogation shall be effective as to a
person or entity even though that person or entity would otherwise have a duty of indemnifica-
tion, contractual or otherwise, did not pay the insurance premium directly or indirectly, and
whether or not the person or entity had an insurable interest in the property damaged.
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11.4.8 A loss insured under Owner's property insurance shall be adjusted by the Owner as
fiduciary and made payable to the Owner as fiduciary for the insureds, as their interests may
appear, subject to requirements of any applicable mortgagee clause and of Subparagraph 11.4.10.
The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the
Contractor, and by appropriate agreements, written where legally required for validity, shall
require Subcontractors to make payments to their Sub-subcontractors in similar manner.
11.4.9 If required in writing by a party in interest, the Owner as fiduciary shall, upon occurrence
of an insured loss, give bond for proper performance of the Owner's duties. The cost of required
bonds shall be charged against proceeds received as fiduciary. The Owner shall deposit in a
separate account proceeds so received, which the Owner shall distribute in accordance with such
agreement as the parties in interest may reach, or in accordance with an arbitration award in
which case the procedure shall be as provided in Paragraph 4.6. If after such loss no other special
agreement is made and unless the Owner terminates the Contract for convenience, replacement
" "of damaged :property shall be performed by the Contractor after notification of a Change in the
, .,.j~,Wo:rkin,acciJ:rdance with Article 7. "'~~"'_
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':",11.4j]O The Qwner as fiduciary shall have power to ad just and settle a loss with insurers unless one
-,,\,0[ the parties in interest ,shaU'objedin writing within five days after occurrence of loss to the
':;':;;O~er's-exercise of this 'power; if such objection is made, the dispute shall be resolved as
provided in Paragraphs4-5 and 4.6. The Owner as fiduciary shall, in the case of arbitration, make
. settlement with insurers in accordance with directions of the arbitrators. If distribution of
insurance proceeds by arbitration is required, the arbitrators will direct such distribution.
11.5 PERFORMANCE BOND AND PAYMENT BOND
,11.5.1 The O\Vllershall have the right to require the Contractor to furnish bonds covering
'.'};;~th'furperformance<of the Contract and payment of obligations arising thereunder as stipulated ...iY
,;-~;~!:iir bidding reqtiirements ,OT,< specifically required in the Contract Documents on the date of 't'
',execuQ,oI1 oftheQontracL ,. ",( ,
'c"r1JS;2. Uponthe request, of any person;or entity appearing to be a potential beneficiary of bonds
;;i}Coyt;dng p~ymenhof -obligatiorisarising under the Contract, the Contractor shall promptly
" furnish a copy of the bonds or shall permit a copy to be made.
ARTICLE 12 UNCOVERING AND CORRECTION OF WORK
12.1 UNCOVERING OF WORK
12.1.1 If a portion of the Work is covered contrary to the Architect's request or to requirements
specifically expressed in the Contract Documents, it must, if required in writing by the Architect,
be uncovered for the Architect's examination and be replaced at the Contractor's expense without
change in the Contract Time.
12.1.2 If a portion of the Work has been covered which the Architect has not specifically
requested to examine prior to its being covered, lheAn.:hitecl may request to see such Work and
it shall be uncovered by the Contractor. I f such Work is in accordance with the Contract
Documents, costs of uncovering and replacement shall, by appropriate Change Order, be at the
Owner's expense. If such Work is not in accordance with the Contract Documents, correction
shall be at the Contractor's expense unless the condition was caused by the Owner or a separate
contractor in which event the Owner shall be responsible for payment of such costs.
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AlA DOCUMENT A201.1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
The American Institute
of Architects
1735 New York Avenue, N.W.
Washington, D,C 20006-5292
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GENERAL CONDITIONS
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The American Institute
of Architects
1735 New York Avenue, N.W.
Washington. D.C. 20006-5292
I
12.2 CORRECTION OF WORK
12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION
12.2.1.1 The Contractor shall promptly correct Work rejected by the Architect or failing to conform
to the requirements of the Contract Documents, whether discovered before or after Substantial
Completion and whether or not fabricated, installed or completed. Costs of correcting such
rejected Work, including additional testing and inspections and compensation for the Architect's
services and expenses made necessary thereby, shall be at the Contractor's expense.
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12.2.2 AFTER SUBSTANTIAL COMPLETION
12.2.2.1 In addition to the Contractor's obligations under Paragraph 3.5, if, within one year afterthe
date of Substantial Completion of the Work or designated portion thereof or after the date for
commencement of warranties established under Subparagraph 9.9.1, or by terms of an applicable
special warranty required by the Contract Documents, any of the Work is found to be not in
accordance with the requirements of the Contract Documents, the Contractor shall correct it
promptly after receipt of written notice from the Owner to do so unless the Owner has
previously given the Contractor a written acceptance of such condition. The Owner shall give
such notice promptly after discovery of the condition. During the one-year period for correction
of Work, if the Owner fails to notify the Contractor and give the Contractor an opportunity to
make the correction, the Owner waives the rights to require correction by the Contractor and to
make a claim for breach of warranty. If the Contractor fails to correct nonconforming Work
within a reasonable time during that period after receipt of notice from the Owner or Architect,
the Owner may correct it in accordance with Paragraph 2-4-
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12.2.2.2The one-year period for correction of Work shall be extended with respect to portions of
Work first performed after Substantial Completion by the period of time between Substantial
Completion and the actual performance of the Work.
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12.2.2.3The one-year period for correction of Work shall not be extended by corrective Work
performed by the Contractor pursuant to this Paragraph 12.2.
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12.2.3 The Contractor shall remove from the site portions of the Work which are not in
accordance with the requirements of the Contract Documents and are neither corrected by.the
Contractor nor accepted by the OWner.
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12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction,
whether completed or partially completed, of the Owner or separate contractors caused by the
Contractor's correction or removal of Work which is not in accordance with the requirements of
the Contract Documents.
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12.2.5 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of
limitation with respect to other obligations which the Contractor might have under the Contract
Documents. Establishment of the one-year period for correction of Work as described in
Subparagraph 12.2.2 relates only to the specific obligation of the Contractor to correct the Work,
and has no relationship to the time within which the obligation to comply with the Contract
Documents may be sought to be enforced, nor to the time within which proceedings may be
commenced to establish the Contractor's liability with respect to the Contractor's obligations
other than specifically to correct the Work.
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12.3 ACCEPTANCE OF NONCONFORMING WORK
12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirenients of
the Contract Documents, the Owner may do so instead of requiring its removal and correction,
in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment
shall be effected whether or not final payment has been made.
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ARTICLE 13 MISCElLANEOUS PROVISIONS
13.1 GOVERNING LAW
13.1.1 The Contract shall be governed by the law of the place where the Project is located.
13.2 SUCCESSORS AND ASSIGNS
13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors, assigns
and legal representatives to the other party hereto and to partners, successors, assigns and legal
representatives of such other party in respect to covenants, agreements and obligations contained
in the Contract Documents. Except as provided in Subparagraph 13.2.2, neither party to the
Contract shall assign the Contract as a whole without written consent of the other. If either party
attempts to make such an assignment without such consent, that party shall nevertheless remain
legally responsible for all obligations under the Contract.
13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an
institutional lender providing construction financing for the Project. In such event, the lender
shall assume the Owner's rights and obligations under the Contract Documents. The Contractor
shall execute all consents reasonably required to facilitate such assignment.
13.3 WRITTEN NOTICE
13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the
individual or a member of the firm or entity or to an officer of the corporation for which it was
intended, or if delivered at or sent by registered or certified mail to the last business address known
to the party giving notice.
13.4 RIGHTS AND REMEDIES
13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations, rights and
remedies otherwise imposed or available by law.
13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a waiver
of a right or duty afforded them under the Contract, nor shall such action or failure to act
constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed
in writing.
13.5 TESTS AND INSPECTIONS
13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract
Documents or by laws, ordinances, rules, regulations or orders of public authorities having
jurisdiction shall be made ,at an appropriate time. l.b1less otherwise provided, the Contractor shall
make arrangements for such tests, inspections and approvals with an independent testing
laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall
bear all related costs of tests, inspections and approvals. The Contractor shall give the Architect
timely notice of when and where tests and inspections are to be made so that the Architect may
be present for such procedures. The Owner shall bear costs of tests, inspections or approvals
which do not become requirements until after bids are received or negotiations concluded.
13.5.2 If the Architect, Owner or public authorities having jurisdiction determine that portions
of the Work require additional testing, inspection or approval not included under Subparagraph
13.5.1, the Architect will, upon written authorization from the Owner, instruct the Contractor to
make arrangements for such additional testing, inspection or approval by an entity acceptable to
the Owner, and the Contractor shaH give timely notice to the Architect of when and where tests
and inspections are to be made so that the Architect may be present for such procedures. Such
costs, except as provided in Subparagraph )3.5.3, shall be at the Owner's expense.
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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01 Architects
1735 New York Avenue, N.W.
Washington, D.C. 20006.5292
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
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of Architects
1735 New York Avenue, N_W.
Washington. D_C. 20006-5292
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13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and 13.5.2
reveal failure of the portions of the Work to comply with requirements established by the
Contract Documents, all costs made necessary by such failure including those of repeated
procedures and compensation for the Architect's services and expenses shall be at the Contractor's
expense.
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13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required by
the Contract Documents, be secured by the Contractor and promptly delivered to the Architect.
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13.5.5 If the Architect is to observe tests, inspections or approvals required by the Contract
Documents, the Architect will do so promptly and, where practicable, at the normal place
of testing.
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13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid unreasonable delay in the Work.
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13.6 INTEREST
13.6.1 Payments due and unpaid under the Contract Documents 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 from time to time at the place where the Project is located.
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13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD
13.7.1 As between the Owner and Contractor:
.l Before Substantial Completion. As to acts or failures to act occurring prior to the
relevant date of Substantial Completion, any applicable statute of limitations shall
commence to run and any alleged cause of action shall be deemed to have accrued in
any and all events not later than such date of Substantial Completion;
.2 Between Substantial Completion and Final Certificate for Payment:.. ,As to acts or
failures to act occurring subsequent to the relevant date of Substantial Completion and
prior to issuance of the final Certificate for Payment, any-applicable stlltute of
limitations shall commence to run and any alleged cause of action shall be deemed to
have accrued in any and all events not later than the date of issuance of the final
Certificate for Payment; and
.3 After Final Certificate for Payment. As to acts or failures to act occurring after the
relevant date of issuance of the final Certificate for Payment, any applicable statute of
limitations shall commence to run and any alleged cause of action shall be deemed to
have accrued in any and all events not later than the date of any act or failure to act by
the Contractor pursuant to any Warranty provided under Paragraph 3.5, the date of any
correction of the Work or failure to correct the Work by the Contractor under Paragraph
12.2, or the date of actual commission of any other act or failure to perform any duty or
obligation by the Contractor or Owner, whichever occurs last.
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ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
14.1 TERMINATION BY THE CONTRACTOR
14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30 con-
secutive days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or
their agents or employees or any other persons or entities performing portions of the Work under
direct or indirect contract with the Contractor, for any of the following reasons:
.l issuance of an order of a court or other public authority having jurisdiction which
requires all Work to be stopped;
.2 an act of government, such as a declaration of national emergency which requires all
Work to be stopped;
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.3 because the Architect has not issued a Certificate for Payment and has not notified the
Contractor of the reason for withholding certification as provided in Subparagraph
9.4.1, or because the Owner has not made payment on a Certificate for Payment within
the time stated in the Contract Documents; or
.4 the Owner has failed to furnish to the Contractor promptly, upon the Contractor's
request, reasonable evidence as required by Subparagraph 2.2.1.
14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor
or a Subcontractor. Sub-subcontractor or their agents or employees or any other persons or
entities performing portions of the Work under direct or indirect contract with the Contractor,
repeated suspensions, delays or interruptions of the entire Work by the Owner as described in
Paragraph 14.3 constitute in the aggregate more than 100 percent of the total number of days
scheduled for completion, or 120 days in any 365-day period, whichever is less.
14.1.3 If one of the reasons described in Subparagraph 14.1.1 or 14.1.2 exists. the Contractor may,
upon seven days' written notice to the Owner and Architect, tenninate the Contract and recover
from the Owner payment for Work executed and for proven loss with respect to materials.
equipment. tools, and construction equipment and machinery. including reasonable overhead,
profit and damages.
14.1.4 If the Workis stopped for a period of 60 consecutive days through no act or fault of the
Contractor or a Subcontractor or their agents or employees or any other persons performing
portions of the Work under contract with the Contractor because the Owner has persistently
failed to fulfill the Owner's obligations under the Contract Documents with respect to matters
important to the progress of the Work, the Contractor may, upon seven additional days' written
notice to the Owner and the Architect. terminate the Contract and recover from the Owner as
provided in Subparagr(iph 14.1.3.
14.2
14.2.1
TERMINATION BY THE OWNER FOR CAUSE
The Owner may terminate the Contract if the Contractor:
.1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or
proper materials;
.2 fails to make payment to Subcontractors for materials or labor in accordance with the
respective agreements between the Contractor and the Subcontractors;
.3 persistently disregards laws. ordinances, or rules, regulations or orders of a public
authority having jurisdiction; or
.4 otherwise is guilty of suhstantial breach of a provision of the Contract Documents.
14.2.2 When any of the above reasons exist, the Owner. upon certification by the Architect that
sufficient cause exists to justify such action. may without prejudice to any other rights or
remedies of the Owner and after giving the Contractor and the Contractor's surety, if any. seven
days' written notice, terminate employment of the Contractor and may. subject to any prior rights
of the surety:
.1 take possession of the site and of all materials. equipment, tools, and construction
equipment and machinery thereon owned by the Contractor;
.2 accept assignment of subcontracts pursuant to Paragraph 5-4; and
.3 finish the Work by whatever reasonable method the Owner may deem expedient. Upon
request of the Contractor, the Owner shall furnish to the Contractor a detailed
accounting of the costs incurred by the Owner in finishing the Work.
14.2.3 When the Owner terminates the Contract for one of the reasons stated in
Subparagraph l4.2.l, the Contractor shall not be entitled to receive further payment until the Work
is finished.
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AlA DOCUMENT A201-1997
GENERAL CONDITIONS
OF THE CONTRACT FOR
CONSTRUCTION
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1735 New York Avenue, N,W.
Washington. D_C. 20006.5292
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CONSTRUCTION
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1735 New York Avenue, N.W.
Washington, D.C. 20006.5292
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14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including
compensation for the Architect's services and expenses made necessary thereby. and other
damages incurred by the Owner and not expressly waived, such excess shall be paid to the
Contractor. If such costs and damages exceed the unpaid balance, the Contractor shall pay the dif-
ference to the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall
be certified by the Architect, upon application, and this obligation for payment shall survive
termination of the Contract.
14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE
14.3.1 The Owner may, without cause, order the Contractor in w1iting to suspend, delay or inter-
rupt the Work in whole or in part for such period of time as the Owner may determine.
14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time
caused by suspension, delay or interruption as described in Subparagraph 14.3.1. Adjustment of the
Contract Sum shall include profit. No adjustment shall be made to the extent:
.1 that performance is, was or would have been so suspended, delayed or interrupted by
another cause for which the Contractor is responsible; or
.2 that an equitable adjustment is made or denied under another provision of the
Contract.
14.4 TERMINATION BY THE OWNER FOR CONVENIENCE
14.4.1 The Owner may, at any time, terminate the Contract for the Owner's convenience and
without cause.
14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's
convenience, the Contractor shall:
.1 cease operations as directed by the Owner in the notice;
.2 take actions necessary, or that the Owner may direct, for the protection and
preservation of the Work; and
.3 except for Work directed to be performed prior to the effective date of termination
stated in the notice, terminate all existing subcontracts and purchase orders and enter
into no further subcontracts and purchase orders.
14.4.3 In case of such tem1ination for the Owner's convenience, the Contractor shall be entitled
to receive payment for Work executed, and costs incurred by reason of such termination, along
with reasonable overhead and profit on the Work not executed.
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
SUPPLEMENTARY GENERAL CONDITIONS
The Supplementary General Conditions contain changes and additions to the AlA General
Conditions. The following supplements modify, change, delete from or add to the "General
Conditions of the Contract for Construction", AlA Document A201-1997. Where any Article of
the General Conditions is modified or any Paragraph, sub-paragraph or clause thereof is
modified or deleted by these Supplementary Conditions, the unaltered provisions of that Article,
Paragraph, sub-paragraph or clause shall remain in effect.
ARTICLE 1; GENERAL PROVISIONS
1.1 Add the following clause to sub-paragraph 1.1.1
The Contract Documents also consist of all provisions of the Project Manual not set forth
above. When interpreting any of the Contract Documents, if language conflicts, such
conflict shall be resolved in favor of language carrying forth the intent of the Drawings
and Specifications, the Contract Sum and the Contact Time stated in the Agreement
between Owner and Contractor.
1.6 Add the following clause to sub-paragraph 1.6.1
The Owner also retains similar legal rights to the Instruments of Service which are set
forth in the contract between the Owner and Architect.
ARTICLE 3; CONTRACTOR
3.10 Add the following sub-paragraph:
3.10.4 Notwithstanding the scheduling provisions in this paragraph 3.10, Contractor
shall not exceed the Contract Time.
3.18 Change sub-paragraph 3.18.1 to read as follows:
3.18.1 Except as further clarified herein, Contractor waives any and all claims and
recourse against Owner or its officers, agents or employees, including the right of
contribution for loss or damage to person or property arising from, growing out of or
in any way connected with or incident to the performance of this agreement except
claims arising from the intentional acts or concurrent or sole negligence of Owner or
its officers, agents or employees. Contractor will indemnify, hold harmless, and
defend the Owner and its agents, principals, and employees from and against any
and all claims, demands, damages, costs, expenses, losses, liability, judgements,
defense expenses, and attorney's fees rising out of or resulting from Contractor's
wrongful acts, errors, omissions, or negligence, or from Contractor's failure to
comply with the requirements of this agreement or with all federal, state and local
law applicable to the performance of this Agreement.
SUPPLEMENTARY GENERAL CONDITIONS
SGC-I
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROQF
In the event of an action filed against Owner resulting from Contractor's performance
under this agreement, Owner may elect to represent itself and incur all costs and
expenses of suit. These obligations shall survive termination of this agreement.
ARTICLE 4: ADMINISTRATION OF THE CONTRACT
4.1 Add the following clause to sub-paragraph 4.1.2
This agreement between Contractor and Owner shall not be construed to limit any duty,
responsibility or limitation of authority created in any contract between Owner and
Architect.
4.3 Change sub...paragraph 4.3.10 to read:
4.3.1 0 LIQUIDATED DAMAGES. The Owner will suffer financial loss if the Project is
not Substantially Complete on the date set forth in the Contract Documents. The
Contractor (and his Surety) shall be liable for and shall pay to the Owner the sums
hereinafter stipulated as Liquidated Damages for each Calendar day of delay until
the work is Substantially Complete:
Five Hundred Dollars ($500.00)
Provided that the Contractor shall not be charged Liquidated Damages of any
excess cost when delay in Completion of the work is due to:
.1 Any preference, priority, or allocation order issued by the Government.
.2 Unforeseeable cause beyond the control and without the fault or negligence of the
Contractor, including but not restricted to acts of God or of the public enemy, acts
of the Owner, fires, floods, epidemics, quarantine restrictions, strikes, freight
embargoes, and unusually severe weather.
.3 Any delays of sub-contractors or suppliers occasioned by any of the causes
specified in .1 and .2 above. Provided further that the Contractor shall within ten
(10) days from the beginning of such delay, notify the Owner in writing of the
causes of the delay. '
.4 The parties agree Liquidated Damages are based on the difficulty to fix actual
damages and not as a penalty.
4.6 Change sub-paragraph 4.6.4 to read:
4.6.4 The foregoing agreement to arbitrate and other agreements to arbitrate shall be
specifically enforceable under applicable law in any court having jurisdiction
thereof.
SUPPLEMENTARY GENERAL CONDITIONS
SGC-2
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
Add the following sub-paragraph to 4.6:
4.6.7 This Paragraph 4.6 shall be construed consistent with Montana arbitration law.
ARTICLE 5; SUBCONTRACTORS
5.3 Add the following sub-paragraph:
5.3.2 All Contractors and Subcontractors to this Contract must comply with all
Department of Labor and Industry registration requirements for Montana
Contractors.
5.4 Delete sub-paragraph 5.4.2.
ARTICLE 7: CHANGES IN TIlE WORK
7.3 Change sub-paragraph 7.3.6.5 to read as follows:
7.3.6.5 By actual cost as shown by the Contractor's invoices, plus 5% allowance for
overhead, plus 10% allowance for profit.
ARTICLE 8: TIME
8.2 Add the following clauses to sub-paragraph 8.2.2:
.1 All work shall be substantially complete no later than three hundred (300)
consecutive calendar days from issuance of a Notice to Proceed.
ARTICLE 9: PAYMENTS AND COMPLETION
9.3 Add the following clauses to sub-paragraph 9.3.1:
.3 The Owner will pay 95% of the amount due the Contractor on account of progress
payments.
.4 In compliance with State statutes, Con~ors will have 1 % withheld from all
payments due on each payment and transmit such amount withheld to the State
Department of Revenue. Each "public contractor" which includes all
subcontractors with contracts greater than $5000 each, shall include 1 % in their
bid to the Contractor. The Contractor will withhold said 1 % from payments made
to his subcontractors.
SUPPLEMENTARY GENERAL CONDITIONS
SGC- 3
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
9.6 Delete sub-paragraph 9.6.7.
9.7 Add the following sub-paragraph to Paragraph 9.7.
9.7.2 Contractor acknowledges Owner has a twenty-five day payment cycle from the
time any Application for Payment is received.
9.10 Add the following sub-paragraph to Paragraph 9.10:
9.10.6 Final payment shall not be due until the Contractor has furnished an Affidavit on
Behalf of Contractor executed on AlA Document G706.
9.11 Add the following Paragraph 9.11 and sub-paragraphs:
9.11.1 It is hereby understood and mutually agreed, by and between the Contractor and
the Owner, that date of beginning, rate of progress and time for final completion
as set forth in these Supplementary Conditions are essential conditions of the
Contract.
9.11.2 The Contractor agrees to prosecute work regularly, diligently, and uninterrupted
to insure completion within time specified. It is understood that the time for
completion of the work described herein is reasonable, taking into consideration
the average climatic range in this locality.
ARTICLE 11: INSURANCE AND BONDS
11.1 Add the following cla~s to sub-paragraph 11.1.1:
Contractor shall not commence work under this contract until he has obtained all
insurance required under this section and the Contract Documents. Owner must approve
such insurance. Likewise, Contractor shall not allow any subcontractor to commence
work on his subcontract until all similar insurance required of subcontractor has been so
obtained and approved. Unless otherwise noted below, all insurance policies shall name
the Owner as an additional insured.
SUPPLEMENTARY GENERAL CONDITIONS
SGC-4
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
A.
General Liability.
Contractor shall be responsible for purchasing and maintaining Commercial
General Liability coverage that shall protect Owner against claims that may arise
from operations under the Contract Documents. Commercial General Liability
coverage shall include the following:
1. Bodily Injury and Property Damage
a. $1 Million General Aggregate
b. Coverage to include:
1) Premises Operations, $1 million
2) Products and Completed Operations. $1 mil.
3) Personal Injury. $1 million
4) Contractual. $1 million
5) Operations of Independent Contractors, $1 mil. per occurrence.
Any deductibles shall be commercially reasonable and paid by the
Contractor. lIDs requirement may be satisfied by primary insurance or a
combination of primary and umbrella insurance. Contractor shall carry an
Aggregate per Project endorsement.
B.
Automobile Liability
1. Coverage of bodily injury and Property Damage to include:
a. All Owned vehicles
b. Hired vehicles
c. Non-Owned vehicles
The policy shall be a combined single limit of $500,000 per accident. This
requirement may be satisfied by primary insurance or a combination of primary
and excess or umbrella insurance.
C.
Workers' Compensation and Employer's Liability (Coverage A and B)
1. Montana Statutory Amounts
This requirement may be satisfied by primary insurance or a combination of
primary and excess or umbrella insurance.
D.
Builder's Risk
1. SPECIAL FORM with a maximum $1000 deductible with 100% completed value
of the contract as the policy limit naming Contractor, Subcontractors and Owner
as named insureds as their interests may appear.
SUPPLEMENTARY GENERAL CONDITIONS
SGC-5
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
If Owner requests in writing that other special insurance be included in any
insurance policy, Contractor shall include such insurance and the cost thereof will
be charged to Owner by appropriate Change Order or written amendment.
11.1 Delete sub-paragraph 11.1.2.
11.2 Delete Paragraph 11.2.
11.3 Delete Paragraph 11.3.
11.4 Delete all sub-paragraphs of Paragraph 11.4 except 11.4.4, 11.4.5, 11.4.7
through 11.4.10.
ARTICLE 12: UNCOVERING AND CORRECTION OF WORK
,
12.1 Add the following clause to sub-paragraph 12.1.2:
Owner shall incur no expense for Work it has not specifically authorized.
12.2 Add the following clauses to sub-paragraph 12.2.2:
.1 The Contractor shall and does hereby warrant and/or guarantee the following: For
a period of one year from date of substantial completion all movable or adjustable
work shall remain in perfect working order, including hardware, doors, windows,
drawers, controls, devices, and all equipment to which this heading is applicable,
except that this guarantee shall not apply to work which has been abused or
neglected by the Owner or tenants.
.2 The Contractor shall respond within seven (7) calendar days after notice of
observed defects has been given and he shall proceed to immediately remedy
these defects.
ARTICLE 13: MISCELLANEOUS PROVISIONS
13.2 Add the following sub-paragraphs to 13.2:
13.2.2 The Contractor shall not assign the whole or any part of this Contract of any
monies due to become due hereunder without written consent of the Owner. In
case the Contractor assigns all or any part of any monies due or to become due
under this Contract with the Owners prior cop-sent, the instrwnent of assignment
shall contain a clause substantially to the effect that it is agreed that the right of
the assignee in and to any monies due or to become due to the Contractor shall be
subject to prior claims of all persons, firms and corporations for service rendered
or materials supplied for the performance of the work called for in this Contract.
SUPPLEMENTARY GENERAL CONDITIONS
SGC-6
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROQF
13.2.3 The Contractor and all subcontractors hereby assign toReach, Inc., any and all
claims or causes of action for any anti-trust law violations or damages arising
there from as to goods, materials and services purchased under the terms of this
agreement, and any change order that may result from this agreement. This
assignment is made on behalf of the Contractor and all subcontractors which may
be hired or contracted with by the Contractor to furnish goods, materials or
services required under the terms of this agreement.
13.7 Delete Paragraph 13.7.
ARTICLE 14: TERMINATION OR SUSPENSION OF THE CONTRACT
14.4 Change sub-paragraph 14.4.3 to read:
14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be
entitled to receive payment for Work executed, and costs incurred by reason of
such termination.
Add ARTICLE 15: EQUAL OPPORTUNITY as follows:
ARTICLE 15: EQUAL OPPORTUNITY
15.1 The Contractor shall maintain policies of employment as follows:
15.1.1 The Contractor and all subcontractors shall not discriminate against any employee
or applicant for employment because of race, religion, color, sex, national origin
or age. The Contractor shall take affirmative action to insure that applicants are
employed, and that employees are treated during employment. without regard to
their race, religion, color, sex, national origin or age. Such action shall include,
but not be limited to, the following: Employment, upgrading demotion or transfer;
recruitment advertising; layoff or termination; rates of payor other forms of
compensation; and selection for training, including apprenticeship. The
Contractor agrees to post in conspicuous places available to employees and
applicants for employment. notices setting forth the policies of non-
discrimination.
15.1.2 The Contractor and all subcontractors shall, in all solicitations or advertisements
for employees placed by them or on their behalf, state that all qualified applicants
will receive consideration for employment without regard to race, religion, color,
sex, national origin or age.
SUPPLEMENTARY GENERAL CONDITIONS
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CITY OF BOZEMAN
AGREEMENT FORM BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION
THIS AGREEMENT is dated as of the {VI-day of ~ in the year 2007, by and
between CITY OF BOZEMAN, hereinafter called OWNE I and Metalworks
of Montana, Inc.hereinafter called CONTRACTOR.
OWNER AND CONTRACTOR, in consideration of the mutual covenants hereinafter set
forth, agree as follows:
Article 1. WORK.
CONTRACTOR shall complete all Work as specified or indicated in the Contract
Documents. The project work is generally described as follows: Reroofina UP to
seven (7) existina buildinas with a TPO roofina system.
The project for which the Work under the Contract Documents may be the whole or only a
part is generally described as follows: Bozeman Wastewater Treatment Plant. City of
Bozeman.
Article 2. CONTRACT TIME.
2.1 The Work will be completed within..ID;L days after the date when the contract time
commences to run as provided in the General Conditions. Final payment will be
withheld until final completion and acceptance of the Work, as stipulated in this
Agreement.
Article 3. CONTRACT PRICE.
3.1 OWNER shall pay CONTRACTOR for performance of the Work in accordance with
the Contract Documents the sum (subject to adjustment as provided in the Contract
Documents) of Ninetv-two thousand one hundred twenty Dollars ($ 92.120.00).
Article 4. PAYMENT PROCEDURES.
CONTRACTOR shall submit applications for payment in accordance with the General
Conditions. Applications for payment will be processed as provided in the General
Conditions.
4.1 Progress Payments. OWNER will make progress payments monthly on account of
the contract price on the basis of CONTRACTOR'S application for payment as
recommended by ENGINEER. All progress payments will be on the basis of the
progress of the Work measured by the schedule of values provided for in the
General Conditions.
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4.1.1 The OWNER may retain five (5) percent of the amount due the CONTRACTOR in
accordance with the General Conditions and as outlined herein.
4.2 Final Payment. Upon final completion a~d acceptance of the Work in accordance
with the General Conditions, OWNER shall pay the remainder of the contract price
as. recommended by ENGINEER.
Article 5.
INTEREST.
All monies not paid when due hereunder shall bear interest at the simple rate
established by the Federal Cost of Money Rate commencing at the time of a claim.
Article 6.
CONTRACTOR"S REPRESENTA liONS.
6.1 CONTRACTOR has familiarized himself with the, nature and extent of the Contract
Docunients, Work; locality, and with all local conditions and federal, state and local
laws, ordinances, rules and regulations that in any manner may affect cost,
progress or performance of the Work.
6.2 CONTRACTOR has studied carefully aU reports of investigations, tests and latent
physical conditions at the site or otherwise affecting cost, progress or performance
of the Work which were relied upon' by ENGINEER in the preparation of the
drawings and specifications and which have been identified in the modifications to
the General Conditions.
8.3 CONTRACTOR has made or caused to be made ,examinations, investigations and
tests and studies of stich reports and related data in addition to those referred to
above as he deems necessary for the performance of the Work at the contract
price, within the contract time and in accordance with the other terms and conditions
of the Contract Documents, and no additional.examinations, investigations, tests,
reports or similar data are or will be required by CONTRACTOR for such purposes.
6.4 'OONTRACTOR has corrE(lated th~ results of all such observations, examinations,
'investigations,.tests" repo~ and dat~ with the terms and conditions of the Contract
Documents. " .'
6;5, CONTRACTOR has given ENGINEER written notice of all conflicts, errors or
discrepancies that he has discovered in the Contract Documents and the written
resolution thereof by ENGINEER is acceptable to CONTRACTOR
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Article 7. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire Agreement between OWNER and
CONTRACTOR are attached to this Agreement, made a part hereof and consist -of the
following:
7.1 This Agreement.
7.2 Exhibits to this Agreement (if any).
7.3 Performance Bond, Payment Bond, and Bid Bond.
7.4 Invitation to Bid.
7.5 Instructions to Bidders and Bid Form.
7.6 Certificate(s) of Insurance.
7.7 General Conditions (by reference).
7.8 Supplementary Conditions.
7.9 Wage Rates.
7.10 Special Provisions and Measurement and Payment.
7.11 The project manual, which includes the contract drawing and specification.
7.14 CONTRACTOR'S executed Bid forms.
7.15 Documentation submitted by CONTRACTOR prior to Notice of Award.
7.16 Notice of Award.
7.17 Notice to Proceed.
7.18 Any modification, including Change Orders, duly delivered after execution of
Agreement.
7.19 Any Notice of Partial Utilization.
7.20 Notice of Substantial Completion.
7.21 Notices of Final Completion and Acceptance.
There are no Contract Documents other than those listed above in this Article 7. The
Contract Documents may only be altered, amended or repealed by a modification (as
defined in the General Conditions).
Article 8.
MISCELLANEOUS.
8.1 Terms used in this Agreement which are defined in the General Conditions shall
have the meanings indicated in the General Conditions.
8.2 This Agreement and all of the covenants hereof shall inure to the benefit of and be
binding upon the OWNER and the CONTRACTOR respectively and his partners,
successors, assigns, and legal representatives. Neither the OWNER nor the
CONTRACTOR shall have the right to assign, transfer or sublet his interest or
obligations hereunder without written consent of the other party. The OWNER
reserves the right to withdraw at any time from any subcontractor where Work has
proven unsatisfactory the right to be engaged in or employed upon any part of the
Work.
8.3 In the event it becomes necessary for either party to this Agreement to retain an
attorney to enforce any of the terms or conditions of this Agreement or to give any
notice required herein, then the prevailing party or the party giving notice shall be
entitled to reasonable attorney's fees and costs.
8.4 Any amendment of modifications of this Agreement or any provisions herein shall
be made in writing and executed in the same manner as this original document and
shall after execution become a part of this Agreement.
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IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and
year first above written.
(CONTRACTOR)
BY~~
Title r s i d.JLvtt
(SEAL &)
(ATTEST) ~
Ax1JRtt~L
~-Tfea.s
(JOINT VENTURE)
By
(SEAL &)
(ATTEST)
Title
City of Bozeman
~N':..RJ ~ "t\ '
BYe' .'~
(CITY MANAGER)
c:\wpdocs\formslagreefrm.mrg
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NOTICE OF AWARD
Dated:
3~?;67
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TO: Metalworks of Montana
ADDRESS: PO Box 10. Missoula. MT 59806
PROJECT: Wastewater Treatment Facility Re-roof
CONTRACT FOR: Base Bid - Parts 1-4. 6 & 7
You are notified that your Bid opened on March 13.2007, for the above Contract has been considered. You
are the apparent Successful Bidder and have been awarded a Contract for the Wastewater Treatement
Faciliv Re-roof. Base Bid - Parts 1-4. 6 & 7. The Contract Price of your Contract is: Ninetv Two
Thousand One Hundred Twenty Dollars and 00/100 Dollars ($ 92.120.00).
Six (6) copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of
Award. Six (6) sets of the Drawings will be delivered separately or otherwise made available to you
immediately.
You must comply with the fo lowing conditions precedent within fifteen (15) days of the date of this Notice of
Award, that is, by If () 7
1. You must deliver to the OWNER Six (6) fully executed counterparts of the Agreement including all the
Contract Documents and Drawings.
2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the
,'1- //.s-
Instruction to Bidders (Article Z8), and the General Conditions (paragraph &.&1).
3. List other conditions precedent:
You must deliver with the executed Agreement the Certificates of Insurance as specified in the
General Conditions (Article 5) and Supplementary Conditions (paragraphs SC-5.04 and SC-5.06).
Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid
abandoned, to annul this Notice of Award, and to declare your Bid Security forfeited.
Within ten (10) days after you comply with these conditions, OWNER will return to you two fully signed
counterpart of the Agreement with the Contract Documents attached.
CITY OF BOZEMAN, MONTANA
BY (2J1ufl, ~ \
(CITY MANAGER)
BY:
DATE:
<\ r 2 $'--07
~
C:\Backup\WWTP Roofing Project\NoticeOfAward.frm.doc
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THE AMERICAN INSTITUTE OF ARCHITECTS
Bond No.
5314814
AlA Document A311
Performance Bond
KNOW ALL MEN BY THESE PRESENTS: that
and Roofing
PO Box 10 Missoula, MT 59806
as Principal, hereinafter called Contractor, and,
Metalworks of Montana, Inc. dba Missoula Sheet Metal
(Here insert full name and address or legal title of Contractor)
Employers Mutual Casualty Company
(Here insllrt full name and address or legal tille of Surely)
145 W. Front St., Missoula, MT 59806
as Surety, hereinafter called Surety, are held and firmly bound unto City of Bozeman
(Here insert full name and address or legal tilIe of Owner)
Clerk of Commission. 411 East Main Street Bozeman, MT 59715
as Obligee, hereinafter called Owner, in the amount of Ninety Two Thousand One Hundred Twenty Dollars and
00/100 Dollars ($ 92,120.00 ),
for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Contractor has by written agreement dated (L( ~ d ~ ~ ~ ,4P~entered into a contract with Owner
for
(Here insert full name, address and description of project)
Bozeman Waste Water Treatment Facility re-roof
in accordance with Drawings and Specifications prepared by ThinkOne
(Here insert full name and address or legaltiUe of Architect)
101 East Main St., Studio One Bozeman, MT 59715
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AlA DOCUMENT A311 . PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND . AlA @
FEBRUARY 1970 ED. . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., NW., WASHINGTON, D.C. 20006
1
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PERFORMANCE BOND
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NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform
said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
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The Surety hereby waives notice of any alteration or
extension of time made by the Owner.
Whenever Contractor shall be, and declared by Owner
to be in default under the Contract, the Owner having
performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly
1) Complete the Contract in accordance with its terms
and conditions, or
2) Obtain a bid or bids for completing the Contract in
accordance with its terms and conditions, and upon
determination by Surety of the lowest responsible bidder,
or, if the Owner elects, upon determination by the Owner
and the Surety jointly of the lowest responsible bidder,
arrange for a contract between such bidder and Owner,
and make available as Work progresses (even though
there should be a default or a succession of defaults under
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Signed and sealed this
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ATTEST:
~~C[)~_
(Witness) -(J"--
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WITNESS:
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the contract or contracts of completion arranged under this
paragraph) sufficient funds to pay the cost of completion less
the balance of the contract price; but not exceeding, including
other costs and damages for which the Surety may be liable
hereunder, the amount set forth in the first paragraph hereof.
The term "balance of the contract price," as used in this
paragraph, shall mean the total amount payable by Owner to
Contractor under the Contract and any amendments thereto,
less the amount properly paid by Owner to Contractor.
Any suit under this bond must be instituted before the
expiration of two (2) years from the date on which final
payment under the Contract falls due.
No right of action shall accrue on this bond to or for the
use of any person or corporation other than the Owner named
herein or the heirs, executors, administrators or successors of
the Owner.
day of
Metalworks of Montana, Inc. dba Missoula Sheet Metal and Roofing
(Principal) (Seat)
By9le ~/1ftp(
. .
Employers Mutual Casualty COfJ.1pany
(Surely}=,- -'_
(Seat)
-h-
/7~
.~?I?IA~
~
- Attorney-in-Fact
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AlA DOCUMENT A311 . PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND · AlA @
FEBRUARY 1970 ED. . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., NW., WASHINGTON, D.C. 20006
2
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THE AMERICAN INSTITUTE OF ARCHITECTS
Bond No.
5314814
AlA Document A311
Labor and Material Payment Bond
THIS BOND IS ISSUED SIMUL TANEOUSLYWITH PERFORMANCE BOND IN FAVOR OF THE
OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT
KNOW ALL MEN BY THESE PRESENTS: that
and Roofing
PO Box 10 Missoula, MT 59806
as Principal, hereinafter called Principal, and,
Metalworks of Montana, Inc. dba Missoula Sheet Metal
(Here insert full neme and address or legal title of Contractor)
Employers Mutual Casualty Company
(Here Insert full name and address or legal title of Surety)
145 W. Front St., Missoula, MT 59806
as Surety, hereinafter called Surety, are held and firmly bound unto City of Bozeman
(Here Insert full name and address or legal tltie of Owner)
Clerk of Commission, 411 East Main Street Bozeman, MT 59715
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the
amount of Ninety Two Thousand One Hundred Twenty Dollars and 00/100
(Here insert a sum equal to at least one-half of the contract price) Dollars ($ 92,120.00
),
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators,
successors and assigns, jointly and severally, firmly by these presents.
WHEREAS,
Principal has by written agreement dated I Lfr J ~ ~~/()'f1:entered into a contract with Owner
for
(Here insert full name, address and description of project)
Bozeman Waste Water Treatment Facility re-roof
in accordance with Drawings and Specifications prepared by ThinkOne
(Here Insert full name and address or legal title of ArcMect)
101 East Main St., Studio One Bozeman, MT 59715
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
AlA DOCUMENT A311 . PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND. AlA @
FEBRUARY 1970 ED . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE" NW., WASHINGTON, D.C. 20006
1
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LABOR AND MATERIAL PAYMENT BOND
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NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all
claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the
Contract, then this obligation shall be void, otherwise it shall remain in full force and effect, subject, however, to the following
conditions:
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1. A claimant is defined as one having a direct
contract with the Principal or with a Subcontractor of the
Principal for labor, material, or both, used or reasonably
required for use in the performance of the Contract, labor
and material being construed to include that part of water,
gas, power, light, heat, oil, gasoline, telephone service or
rental of equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly
and severally agree with the Owner that every claimant as
herein defined, who has not been paid in full before the
expiration of a period of ninety (90) days after the date on
which the last of such claimant's work or labor was done or
performed, or materials were furnished by such claimant,
may sue on this bond for the use of such claimant,
prosecute the suit to final judgment for such sum or sums
as may be justly due claimant, and have execution thereon.
The owner shall not be liable for the payment of any costs
or expenses of any such suit.
3. No suit or action shall be commenced hereunder by
any claimant:
a) Unless claimant, other than one having a direct
contract with the Principal, shall have given written notice to
any two of the following: the Principal, the Owner, or the
Surety above named, within ninety (90) days after such
claimant did or performed the last of the work or labor, or
furnished the last of the materials for which said claim is
made, stating with substantial accuracy the amount
claimed
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Signed and sealed this
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ATTEST
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BY~~C~
. itness)
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WITNESS:
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and the name of the party to whom the materials were
furnished, or for whom the work or labor was done or
performed. Such notice shall be served by mailing the
same by registered mail or certified mail, postage prepaid,
in an envelope addressed to the Principal, Owner or Surety,
at any place where an office is regularly maintained for the
transaction of business, or served in any manner in which
legal process may be served in the state in which the
aforesaid project is located, save that such service need not
be made by a pUblic officer.
b) After the expiration of one (1) year following the date on
which principal ceased Work on said Contract, it being
understood, however, that if any limitation embodied in this
bond is prohibited by any law controlling the construction
hereof such limitation shall be deemed to be amended so
as to be equal to the minimum period of limitation permitted
by such law.
e) Other than in state court of competent jurisdiction in
and for the county or other political subdivision of the state
in which the Project, or any part thereof, is situated, or in
the United States District Court for the district in which the
Project, or any part thereof, is situated, and not elsewhere.
4. The amount of this bond shall be reduced by and
to the extent of any payment or payments made in good
faith hereunder, inclusive of the payment by Surety or
mechanics' liens which may be filed of record against said
improvement, whether or not claim for the amount of such
lien be presented under and against this bond.
day of
Metalworks of Montana, Inc. dba Missoula Sheet Metal and Roofing
(PrincipaQ (Seal)
By Oh-~
(f() u IT"'") Pref/duct
Employers Mutual Casualty Company
(Surety)
(Seal)
t}. (M?J.-.~
(Title)
Attor-ney-:tn-Fact
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AlA DOCUMENT A311 . PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND · AlA @
FEBRUARY 1970 ED. . THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., NW., WASHINGTON, D.C. 20006
2
IEMCInsurance.Companies
P.O. Box 712.0e5 Moine5,IA 50303.0712
No~6Ia3$2
CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY.IN~FACT
KNOW ALL MEN BY THESE PRESENTS, that:
1. Employers Mutual Casualty Company, an Iowa Corporation
2. EMCASCO Insurance Company, an Iowa Corporation
.3; UniQn Ill~uranCe COn1panyofProvidence, an Iowa Corporation
.4. minQ!sI:MCA~COlnsurant;eCompany, an Iowa Corporation
hereiriafterrll1ferredt(}severaIlYas. "Company" and collectively as "Companies",each does, by these presents, make, constitute and appoint;
EO BEINE, GEORGES. SEATON, AIMEE N. CAVILL, TERRY PAYNE, KERRY HEINE, JULIE A. MORAN,INDIVIDUALL y,
..MISSOULA, .MONT ANA ..;;.......,..........................................................................................................................................;..,.............................c.
5. Dakota Fire Insurance Company, a North Dakota Corporation
6. EMC Property & Casualty Company, an Iowa Corporation
7. The Hamilton Mutual Insurance qpri\pany(~n ()hipCo~POrlltion
its true and lawful attorney.in-fact, with full power and authority conferred to sign, seal, and execute its lawful bonds, undertakings, and other .0bUgatory Instruments of a
similar nature as follows:
.. INANAMOUNT NOT EXCEEDING TEN MI LLlON DOLLARS ..... ... ......... ..... ........ ................................ .... ."... ..... ",. ...... "....,,($10,OOO,OOO,Q()}
~ndt9blndf!aqh Companyth:rE;!~yasfuliy and to the same extent as if such instruments were signed by the duly authorized officersqf~MhsuGh cqrnfJany;MdaU of
thl3acts.of saidf.lttQrneypyrsuantl() the authority hereby given are herl3by ratified and confirmed. .. .. ... .
The authofityhereby granted shaH expire
April 1 , 2009
AUTHORITY FOR POWER OF ATTORNEY
unless sooner revoked.
This Power-of-Attorneyis made <Ind executed pursuant to and by the authority of the following resolution of thl3 Boards of Oirl3(:torsofeach of the Comp[iniesata
reglJlartyschedlJledtn13elin~ofaachcompany duly called and held in 1999: ..
RESO\.VED: ThePresidimt aridChWf~xecutive Officer, any Vice Prl3sident, the Treasurer and the Secretary of Employers MutuaICa~ualtyCQfT1p~ny$Malthavepow~r
ancjautliority to{1} appoint attorneys.in~fact and authorize thl3m to eXl3cute on behalfof each Gompany and attach the sl3al ofJhe Compl:!ny thereto, QOridsand
undertakings, recognizancM, contraCts of indemnity and other writings obligatory in the nature thereof, and (2) to remove any such attomey-in-factatany time and revcike
the power and authority given to him or her. Attornl3ys-in-fact shall have power and authority, subjl3ct to the terms and limitations of the power-of~attorney issued to them,
to execute and deliver on behalf of the Company, and to attach the seal of the Company thereto, bonds and undertakings, recognizances. contracts of indl3mnilyand
other writings obligatory in the nature thereof, and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon thl3 Company.. .
Certification as to the validity of any power-of-attorney authorized herein made by an officl3r of Employers Mutual Casualty Company shall be fully and in all respects
binding upon thisComp~ny. The.facsimile or mechanically reproduced signature of such officer,whether made hl3retoforeorhereafter,wherever~ppearing upon a
certifie(j copyofanypower-6f.atlqml1ly?fthe Company, shall be valid and binding upon the Companyw1th the same force andaffectaslhovghmaritlaHyaffixedi .
IN WJThNESS WHEREOF, the Companies have caused thesl3llresents to be signed for each by their officers as shown, and the Corporate seals to be hereto affixed this
28t day of February , ~. L j ..1 -
Seals . ffr ~
.......10../, ....~~"C'~'''', ""'~~'~'~":'" Bruce G. Kelley, Chairman Jeffrey S. BJrdsl13Y
..,.-;:,.....(),'~~,~,iJ~4'1:.. /~\'''':.''''''; i);~.., .' '<.~.'''''.''~"' ". of Companies 2,3,4,5 & 6; resident Assistant Secretary
lj/'~~'OR~>.y\ /~_..,~,"DR4>.. {,'~ l6'o"~""PnR4>,"';,~ of Company l' Vice Chairman and
...u",~~ t"'..~.....<:,......... r<"...~--o-...:: <:"'.r-~ ,
~~~ SEAL ~~t ~;:~-1863 "~,::;~ ;...:~- 19530~~~ CEO of Company 7
~~;t::fR~~'.:<(l......~~i~:::i::B::;::;? \:~':~::~',~:~:<~:/
,\"V:\.~ff~~:~:~~y.. , ,,",~~:,.tl.III:~":;'Ji ",,\1'111"""1
,.' .1>~iJ~ANt.";. "" W$.uR~1V "I. / ~\lIUA( ""
..,...: (,..... ,,\,'UII'/~ (" C '.. ..... ~\. ,-,'II", Cot<' .... ..... Q::.~ ,\1111"1 C''"1t,J1 .....
2&~"'''''''''~""lf'al(.q'/''"",%\ ;..:;: .....:{~P0f14;'..... '-0\ ,i):}........\'\\(lOR4 ~'.. c... \
~'~;'~"',':~~:~1~g[~., ~~~~~~;~? (<..~~~
:."''' SEAL ,',<: ~'i:. SEAL }~: :.~:. SEAL :":
..... ...." ,......~.:: ~ ~ #'1 ,..... "l:- ~ ....:b "',I, ..",..~ ~..::
"""tt:.IjII "1111\\' .......... .......1-; '/"IIH\\\ ~....."" ....,(t,j" /1/1111\\' ~"t........
""'#~ 'ow~ ",,,,,,, '''I,Of.7H .o.fl..tl.:i'\."..." -I,i,l11oINES,\\)"......
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RUTA KRUMINS
Commission Number 176255
My Comm. Exp. Sellt, 30, 2006
On thig28thdayof February . AD ........ ..2006 .befrm~ melt
Notary Public in and for the State of Iowa, personally appeared6wce G>KeUey arid Jeffrey S,
Birdsley, who, being by me duly sworn, did say that they are, and arekn.9wntome to bEHhe
Chairman, President, Vice Chairman and CEO,andlor Assistant Se.cretary;respeclively, of
each of The Companies above; that the seals affixed to thisinstrumenl are the seals of said
corporations; that said instrument was signed and sealed bnbehalf of Elach 6ftheColl1panies
by authority of their respective Boards of Directors;.and that thesalc:! Bruce G.Kelleyand..
JeffreyS, Birdsley, as such officers, acknowledge theexeGUtioriqf saiqin~trumElntlo !:ll3 JnEl
voluntary act and deed of each of the Companies, . ... .... ...
MyCommisslon Expires September 30,2006. ..
.\-~'
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Notary Public in and for the Statebflowa
CERTIFICATE
I, DavidL Hixenbaugh, Vice President of the Companies, do hereby certify that the foregoing resolution of the Boards of DirectQl'Sbysach of the
Companies, a,nd thi~Pow~r of AttolJ:ll3'L Issued pl,l~suant ther~to Qn . ... February 28,2006
on.\)ehalfOf~gHelnei(jeorge~.::;eatonj Aimee N. (,;avl II , 1 erry....ayne, Kerry Helne,JUlle A. Moran
.aretrul3 al1dcori'ecl a1ldare still in full. force and effect.
In testimony Whereof I have subscribed my name and affixed !hl3 facsimile seal of each Company this _ ~~ of
C- .< -::?0~ /~/
~7.- ~c
... .., ;"::.,) <:::,:,:,:,:.:,., ::.
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ACORDTM CERTIFICATE OF LIABILITY INSURANCE I DATE (MMlDDIYYYY)
04/18/07
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Payne Financial Group. Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P.O. Box 3327 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
145 West Front Street
Missoula, MT 59806-0638 INSURERS AFFORDING COVERAGE NAIC#
INSURED INSURER A: Cincinnati Insurance Company
Metalworks of Montana. Inc. INSURER B:
dba: Missoula Sheet Metal and Roofing INSURER c:
PO Box 10 INSURER D:
Missoula, MT 59806 INSURER E:
Cllent#: 55445
MET AlWOR
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COVERAGES
I
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
NSRC TYPE OF INSURANCE POLICY NUMBER PJll-ICY EFFECTIVE POLICY EXPIRATION LIMITS
LTR
A GENERAL LIABILITY CPP0902417 03/11/07 03/11/08 EACH OCCURRENCE $500 000
f-- DAMAGE TO RENTED
~ COMMERCIAL GENERAL LIABILITY $1 00 000
f-- :=J CLAIMS MADE [!] OCCUR MED EXP (Anyone person) $5 000
X PD Ded:5,000 PERSONAL & ADV INJURY $500 000
GENERAL AGGREGATE $1 000000
GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $1 000000
n POLICY -n P'~Wr n LOC
A ~TDMOBILE LIABILITY CPP0902417 03/11/07 03/11/08 COMBINED SINGLE LIMIT
r!- ANY AUTO (Ea accidant) $1.000,000
f-- ALL OWNED AUTOS BODILY INJURY
$
SCHEDULED AUTOS (Per person)
f--
~ HIRED AUTOS BODILY INJURY
$
X NON-OWNED AUTOS (Per Hccldent)
r--
PROPERTY DAMAGE $
(Per accident)
GARAGE LIABILITY AUTO ONLY. EA ACCIDENT $
R ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
A EXCESS/UMBRELLA LIABILITY CPP0902417 03/11/07 03/11/08 EACH OCCURRENCE $5,000,000
m OCCUR 0 CLAIMS MADE AGGREGATE $5,000,000
$
~ DEDUCTIBLE $
X RETENTION $0 $
WORI(ERS COMPENSATION AND I T~~,JT~~;, I IOJii
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE E_L. EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $
~~Etl~tS~~o~s1oNS below E.L. DISEASE - POLICY LIMIT $
OTHER
DESCRIPTION OF OPERA TlONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
RE: Bozeman Waste Water Treatment Facility
Job No: 273014
Certificate Holder Is named as Additional Insured.
(See Attached Descriptions)
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CERTIFICATE HOLDER
CANCELLATION
I
City of Bozeman
20 East Olive
P.O. Box 1230
Bozeman, MT 59771
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATI: THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ......45- DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
I
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ACORD 25 (2001/08) 1 of 3
#M278336
1SJ
@ ACORD CORPORATION 1988
I
ACORDTM CERTIFICATE OF LIABILITY INSURANCE I OATE (MMlOOIYYYY)
04/27/07
PROOUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Payne Financial Group, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P.O. Box 3327 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
145 West Front Street
Missoula, MT 59806-0638 INSURERS AFFORDING COVERAGE NAIC#
INSUREO INSURER A: Cincinnati Insurance Company
Metalworks of Montana, Inc. INSURER B:
dba: Missoula Sheet Metal and Roofing INSURER c:
PO Box 10 INSURER 0:
Missoula, MT 59806 INSURER E:
Cllent#' 55445
METALWOR
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COVERAGES
I
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
TYPE OF INSURANCE POLICY NUMBER P~}~~Y EFFECTIVE POLICY EXPIRATION LIMITS
LTR NSR
GENERAL LIABILITY EACH OCCURRENCE $
f-- DAMAGE TO RENTED
COMMERCIAL GENERAL LIABILITY $
- o CLAlMS MADE 0 OCCUR
- MED EXP (Anyone person) $
- PERSONAL & ADV INJURY $
- GENERAL AGGREGATE $
~'l AGGREAE LIMIT APMS PER: PRODUCTS - COMP/OP AGG $
POLICY p'~g: LOC
~TOMOBILE LIABILITY COMBINED SINGLE LIMIT $
ANY AUTO (Ea accident)
-
- ALL OWNED AUTOS BODILY INJURY
$
SCHEDULED AUTOS (per person)
-
- HIRED AUTOS BODILY INJURY
$
NON-OWNED AUTOS (Per accident)
-
PROPERTY DAMAGE $
(Per accident)
GARAGE UABIUTY AUTO ONLY - EA ACCIDENT $
~ ANY AUTO OTHER THAN EA ACC $
AUTO ONLY: AGG $
EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $
~ -OCCUR 0 CLAIMS MADE AGGREGATE $
$
~ DEDUCTIBLE $
RETENTION $ $
WORKERS COMPENSATION AND I T~~Jl;r ~;,~~ I 10JIt
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE E,L, EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? E,L. DISEASE - lOA EMPLOYEE $
~~~~I~tS~~~~~1~NS below E,L. DISEASE - POLICY LIMIT $
A OTHER Bldrs Risk CAP5891822 05/01/07 05/01/08 $93,OOO/Project Amount
DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS
RE: Bozeman Waste Water Treatement Facility, Bozemant MT.
$1,000 deductible applies
Job No: 273014
(See Attached Descriptions)
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CERTIFICATE HOLDER
CANCELLATION
I
City of Bozeman
20 East Olive
P.O. Box 1230
Bozeman, MT 59771
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAlL ----10- DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR
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ACORD 25 (2001/08) 1 of 3
#S279443/M279442
1SJ
@ ACORD CORPORATION 1988
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IMPORTANT
I
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
I
If SUBROGATION IS WAIVED, subject to the terms and conditions of the pOlicy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
I
DISCLAIMER
I
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
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ACORD 25-5 (2001/08)
2 of3
#S279443/M279442
I
ACORD... CERTIFICe OF LIABILITY INSU~NCE I ' DATE I-.vDlVYVY)
08/04106
AOOUCER THIS CERllFlCATE IS ISSUED AS A MATTER OF INFORMATION
Pay.,.'1=lnllnclal Group,lnc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE.
P.O. Box 3327 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
145 West Front Street
Missoula, MY 59806..(1638 INSURERS AFFORDING COVERAGE NAIe .,
INSURED INSURERA: Montana State Fund
MetalworQ of Montana, Inc. INSURER 8:
dba: Missoula Sheet Metal and Roofing INSURER C:
PO Box 10 INSURER D:
Missoula, MT 59806 INSURER E:
Cllent#' 55445
METALWOR
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COVERAGES
I
THE POLICIES OF INSURANCE LISTED BelOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INOICATED. NOTWITHSTANDING
AAY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMENTWlTH RESPECT TO 'WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN. THE INSURANCE AFFORDED BY THE PQUCIES DESCRIBEO HEREIN IS SUBJECT TO ALL THE TERMS. EXClUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAlO CLAIMS. IP~$.~
LTR NBR[ TYPE OF INSURANCE POUCY NUMBER UIlITS
~NERAL UABlUTY EACH OCCURRENCE I
COMMERCIAL GENERAL LIABILITY DAMAGE TO RENlED $
- o CLAIMS MADE D OCCUR
I-- MED EXP tArN one PMIOIIl I
I-- PERSONAL I ArYl INJURY $
I-- GENERAL AGGflEGAlE I
~N'L AOORn UMlT APPn PER: PRODUCTS - COMP/OP AGG I
POI.ICY ~ LOC
~MOBlLE UAlllUTY COMBINED SINGlE LIMIT S
AN'(.AUlO (Eai eccldelll)
...-
f-- ALL OWNED AUTOS BODL Y INJURY
,
SCHEDULED AUTOS (Per penon)
I--
f-- HIRED AUTOS BOOlL Y INJURY
(per8Cddlnl) S
- NON.(lWNED AUTOS
PROPERlY DAMAGE S
(P.- ecd~l)
llARAOE UABlUTY AUTO ON\. Y . EA ACCICeNT S
~ -ANY AUTO OTHER lliAN EAACC $
AUTO ONLY: AGG I
EXCESSlUMIlREU.A UAIlIUlY EACH OCCURRENCE $
::rOCCUR 0 CLAIMS MADE AGGREGATE $
I
~ OEDUCTlBLE S
RETENTION S S
A WORI(IERS COM..ENlIATJON AND 033083239 07/01106 07101/07 xT~!~~l ID~'
EM>LO'tERS' LlAIIlUlY EL EACH ACClOENT s1 000.000
ANY PROPRIETORIPARTNER.e<ECUTIVE
Of'FICEMllEIolBER EXCLUDED? E.L. DISEASE - SA EMPlOYEE $1.000.000
If ,re(' _atbol under E.L. OISEASE - POUCY LI\lfT ,1 000000
S EClAl PROVISlOi'IS _
O1l1!!R
DESCRIPTION OF OPERAT1ONS I LOCATIONS I VEHICLES t EXCUlSlOHS ADDEO BY ENDORSEMENT I S"EClAL "RO\IlSlONll
RE: Bozeman Waste Water Treatment Facility
Job No: 273014
(Se. Attached Descriptions)
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#M242604
CANCEllATlON
SHOULD MY OF T1f& ABOYli DIiSCRlBED POUCIIiS B& CANCEUJ!D BEFORI': nlE EXPIRATION
DATE THP&OF, 'T1tI! ISSUING INSURER WILL ENDEAVOR 10 MAIL ....3fL DAYS WRrnEN
NOTICE TO ntr! C&RlIFlCATE HOLDER NAMED TO l1lE LEFT, IIUT FAILURE TO DO so SHALL
1MP08& N008lJ(lA11ON OR UABlUTY 01' NN IOHD UPON TllE INSURER. m AGENTS OR
R1iPRliSENTAlIVES.
AUTHORIZED ~EHTATIVIi.
~
CERTIFICATE HOLDER
I
.Clty of Bozeman
20 Eat Olive
P,O, Box 1230
Bozeman, MT 59771
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ACORD 2! (2001108) 1 of 3
1SJ
Gl ACORD CORPORAnON 19M
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SCHEDULE OF VALUES FOR CONTRACT PAYMENT
273014
04/12/07
Project Name: BozemanWaste Water Treatment Facility MSM/MOM #:
location: 225 Moss Bridge Road, Bozeman,MT Date:
JOB #: 273014
Contractor: Metalworks of Montana dba Missoula Sheet Metal and Roofina
Address: PO Box 10 Missoula, MT 59806
Phone 728-1680, Fax 721-9668
Prime Contractor: City of Bozeman
DESCRIPTION LABOR MATERIAL OTHER TOTAL ITEM
BILLING ITEM COSTS COSTS COSTS COST
1 MOBILIZATION $ - $ . $ 2,500.00 $ 2,500.00
2 ROOF MATERIAL $ - $ 40,000.00 $ - $ 40,000.00
3 ROOF LABOR $ 36,740.00 $ - $ - $ 36,740.00
4 SHEET METAL MATERIAL $ - $ 3,400.00 $ - $ 3,400.00
5 SHEET METAL LABOR $ 8,400.00 $ - $ - $ 8,400.00
6 WARRANTY $ - $ - $ 1,080.00 $ 1,080.00
7 $ - $ . $ - $ -
8 $ - $ - $ - $ -
9 $ - $ - $ - $ -
10 $ - $ - $ - $ -
11 $ - $ - $ - $ -
12 $ - $ . $ - $ -
13 $ . $ - $ - $ -
14 $ - $ - $ - $ -
15 $ - $ - $ - $ -
16 $ - $ - $ - $ -
17 $ - $ - $ - $ -
18 $ - $ - $ - $ -
19 $ - $ - $ - $ -
20 $ - $ . $ - $ -
21 $ . $ - $ - $ -
22 $ - $ - $ - $ -
TOTAL COST THIS SHEET $ 45,140.00 $ 43,400.00 $ 3,580.00 $ 92,120.00
TOTAL PROJECT COST $ 45,140.00 $ 43,400.00 $ 3,580.00 $ 92,120.00
Sheet ---1...- of ----1...-
Submitted by:
Metalworks of Montana dba Missoula Sheet Metal and Roofina
(Contractorl Sub-Contractor)
City of Bozeman
(Company I Contractor)
Submitted to:
ip1'7,
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5.5
BOZEMAN WASTE WATER TREATMENT F ACILlTY RE-ROOF
ADDENDUM NO.1
ISSUED:
March 6, 2007
ARCHITECT:
Thinkone
101 East Main St., Studio One
Bozeman, Mt. 59715
PROJECT:
Bozeman Waste Water Treatment Facility Reroof
Bozeman, Mt. 59715
TO:
All Contractors and Planholders of record. Acknowledge receipt of
The Addendum by inserting its number and date in the Proposal Form.
Failnre to do so may subject Bidder to disqualification. This Addendnm
fonns Part of the Contract Documents. It modifies them as follows.
. GENERAL CONDITIONS:
ITEM NO.1:
. INSTRUCTIONS TO BIDDERS
Add the following:
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22. The prioritization for completing the roofs is as follows. This priority sequence will be used in
case the project scope must be reduced.
# 1. Floatation Thickening Building
#2. Lift Station No. I
#3. Lift Station No.2
#4. Maintenance Building
#5. Recycle Sludge Building
#6. Scum Pit Building
#7. Pretreatment Building
SPECIFICATIONS:
ITEM NO.1:
SPECIFICATION SECTION 07531 - TPO SINGLE-PLY MEMBRANE ROOFING
PART 2.5 - INSULATION ACCESSORIES
Add the following:
G. Self-Adhering Vapor/Air Barrier: ASTM 412 (C), 40 mil thick, with maximum permeancerating
of 0.05 perm. Self-Adhering Vapor/Air Barrier shall consist 006 mil self-adhering rubberized
asphalt membrane laminated to an 4 mil high density polyethylene film for a 40 mil total thickness.
ITEM NO.2:
SPECIFICATION SECTION 07531 - IPO SINGLE-PLY MEMBRANE ROOFING
PART 3.4 -INSULATION INSTALLATION
ADDENDUM NO. I
PAGE NO. 1.
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BOZEMAN WASTE WATER TREATMENT FACILITY RE-ROOF
Add the following:
G. Install Self-Adhering V apor/ Air Barrier in a single layer over area to receive vapor retarder, side
and end lapping each sheet a minimum of2 inches (50 mm) and 6 inches (150 mm), respectively.
Bond self-adhering vapor/air barrier to concrete deck as follows:
1 . Apply Primer at rate recommended by Self-Adhering Vapor/Air Barrier Manufacturer.
ITEM NO.3:
SPECIFICATION SECTION 07620 -SHEET METAL FLASHING AND TRIM
PART 2.1- METALS
Add the following:
C. Coil-Coated Galvanized Steel Sheet: Zinc-Coated, commercial quality steel sheet conforming to
ASTM A 755, coating designation, coil coated with high performance fluoropolymer coating as speci-
fied in "Coil-Coated Galvanized Steel Sheet Finish" Article not less than 0.0239 inch thick or 24 ga.
ITEM NO.4:
SPECIFICATION SECTION 07620 - SHEET METAL FLASHING AND TRIM
PART 2- PRODUCTS
Add the following:
2.7 COIL COATED GALVANIZED STEEL SHEET FINISH
A. High-Performance Organic Coating Finish: Apply the following system by coil-coating process on
the galvanized steel sheet as recommended by coating manufacturers and applicator.
1. Fluoropolymer 2-coat Coating System: Manufacturers standard 2-coat thermocured system
composed of specially formulated inhibitive primer and fluoropolymer color topcoat containing not
less than 70 percent polyvinylidene fluoride resin by weight complying with AAMA 605.2
ITEM NO.5:
SPECIFICATION SECTION 07620 ~ SHEET METAL FLASHING AND TRIM
PART 2A-FABRICATION, GENERAL
Add the following;.
F. Finish: Sheet metal flashing to be baked enamel (KYNAR). Color to match existing building
flashing (GRA V).
ADDENDUM NO. I
PAGE NO. 2
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BOZEMAN WASTE WATER TREATMENT FACILITY RE-ROOF
DRAWINGS:
ITEM NO.1:
SHEET A 1.1 - DETAILS. GENERAL NOTE FOR ALL DETAILS
Add the following general notes:
I, Poly Iso Foam insulation to be adhered to the existing concrete roof deck in accordance with the
specifications, section 07531.
2, Wood nailers, including the 2 x 8 cant strip, are required under aU edge details as required by
roofing manufacturer.
ADDENDUM NO.1
PAGE NO.3
MONTANA
PREVAILING WAGES RATES FOR BUILDING
CONSTRUCTION
2006
Effective: November 10, 2006
Brian Schweitzer, Governor
State of Montana
Keith Kelly, Commissioner
Department of Labor and Industry
To obtain copies of prevailing wage rate schedules, please go to
www.ourfactsvourfuture.ora or contact the.
Research and Analysis Bureau, Workforce Services Division,
Montana Department of Labor and Industry
P. O. Box 1728, 840 Helena Ave.
Helena, MT 59624-1728
Phone 406-444-2430 FAX 406-444-2638
Toll free 800-541-3904 TOO 406-444-0532
For information relating to public works projects and payment of
prevailing wage rates visit ERD at: www.mtwagehourbopa.comorcontactthemat
Employment Relations Division
Montana Department of Labor and Industry
P. O. Box 6518
Helena, MT 59604-6518
Phone 406-444-5600
TOO 406444-5549
The Research and Analysis Bnreau welcames questions, comments and suggestions from the
pu blie. In additio n, we'll do our best to p ravide info rmation in a cces sible fa rma t, on req nest, in
complia nce with the Americans with Disa bilitie s Act.
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TABLE OF CONTENTS
MONTANA PREVAILING WAGE REQUIREMENTS:
A. Date of Publication....... ................................... ........... ................5
B. Definition of Building Construction........ ....................... ..............5
C. Definition of Public Works Projects................. ............. ..............5
D. Prevailing Wage Schedule....... ........................ ...................... ....5
E. Rates to Use for Projects............................................................5
F. Fringe Benefits....... ................................. ............ .......................6
G. Per Diem............ ............ .................. ......... ...................6
H. Prevailing Wage Districls...........................................................7
I. Computing Travel Benefits.........................................................7
J. Apprentices......................... ........ ...................... ...... ...................8
K. Posting Notice of Prevailing Wages........ .......... ................ .........8
L. Employment Preference........................ .................. ...................8
M. Building Construction Occupations Website... ... ................... ...8
N. Welders' Rates............ ...... ............................................8
O. Foremen's Rates...... ....................................... ......... ......8
2
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Occupation and Page Number
BOILERMAKER -9
BRICKLAYER - 9
CARPENTER -10
CARPET FLOOR -10
CEMENT MASON -11
CONSTRucnON LABORERS
LABORERS GROUP 1-11
LABORERS GROUP 2 -12
LABORERS GROUP 3 -13
LABORERS GROUP 4-14
CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 2 -15
OPERATORS GROUP 3 -16
OPERATORS GROUP 4-17
CRANE OPERATORS
GROUP 5 -17
GROUP 6 -18
GROUP 7 -18
DRYWALL APPLICATOR -19
ELECTRICIAN - 20
ELEVATOR CONSTRUCTORIREPAIRER - 21
GLAZIER - 22
HEATING AND AIR CONDITIONING-22
INSULATION WORKERS - 23
IRONWORKER-STRUCTURAL AND REINFORCING -23
MILLWRIGHT - 24
PAINTER (including paperhanger) - 24
PILE BUCK -25
PLASTERER - 25
PLUMBER, PIPEFlTTER AND STEAMFITTERS - 26
ROOFER - 27
SHEET METAL WORKER - 28
SPRINKLER FITTER - 28
STONEMASON - 29
TAPER - 30
TEAMSTERS GROUP 2 - 30
TELECOMMUNICATION - 31
TILE SETTER - 31
3
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MONTANA PREVAILING WAGE REQUIREMENTS
The Commissioner of the Department of Labor and Industry, in accordance with
Sections 18-2-401 and 18-2-402 of the Montana Code Annotated, has determined the
standard prevailing rate of wages for the occupations listed in this publication.
The wages specified herein control the prevailing rate of wages for the purposes of
18-2-401, et seq., Montana Code Annotated. It is required that each employer pay, as
a minimum, the rate of wages, including fringe benefits, travel allowance and per
diem applicable to the district in which the work is being performed, as provided in
the attached wage determinations.
All Montana Prevailing Wage Rates are available on the Internet at:
www.ourfactsyourfuture.org or by contacting the Research and Analysis
Bureau at (800) 541-3904 or TDD (406) 444-0532.
In addition, this publication provides general information concerning compliance
with Montana's Prevailing Wage Law and payment of prevailing wages. For detailed
compliance information relating to Public Works projects and payment of prevailing
wage rates, please consult the Regulations on the Internet at:
www.mtwagehourbopa.com or contact the Labor Standards Bureau at (406)
444-5600 or IDD (406) 444-5549.
KEITH KELLY
Commissioner
Department of Labor and Industry
State of Montana
A. Date ofPnblication: 10 November 2006
B. Dermition of Building Construction
For the purposes of Prevailing Wage, the Commissioner of Labor and Industry has
determined that building construction occupations are defined to be those performed
by a person engaged in a recognized trade or craft, or any skilled, semiskilled, or
unskilled manual labor related to the construction, alteration, or repair of a public
building or facility, and does not include engineering, superintendence, management,
office or clerical work.
The Administrative Rules of Montana (ARM) 24.17.501 (2) - 2(a), Public Works
Contracts For Construction Services Subject to Prevailing Rates, states that
"Building construction projects generally are the construction of sheltered enclosures
4
with walk-in access for housing persons, machinery, equipment, or supplies. It
includes all construction of such structures, incidental installation of utilities and
equipment, both above and below grade level, as well as incidental grading, utilities
and paving.
Examples of building construction include, but are not limited to, alterations and
additions to buildings, apartment buildings (five stories and above), arenas (closed),
auditoriums, automobile parking garages, banks and fmancial buildings, barracks,
churches, city halls, civic centers, commercial buildings, court houses, detention
facilities, dormitories, farm buildings, fire stations, hospitals, hotels, industrial
buildings, institutional buildings, libraries, mausoleums, motels, museums, nursing
and convalescent facilities, office buildings, out-patient clinics, passenger and freight
terminal buildings, police stations, post offices, power plants, prefabricated
buildings, remodeling buildings, renovating buildings, repairing buildings,
restaurants, schools, service stations, shopping centers, stores, subway stations,
theaters, warehouses, water and sewage treatment plants (buildings only), etc."
C. Definition of Public Works Projects
The Montana Code Annotated (18-2-401 (Il)(a)) defines "public works contract" as
"a contract for construction services let by the state, county, municipality, school
district, or political subdivision or for nonconstruction services let by the state,
county, municipality, or political subdivision is which the total cost of the contract is
in excess of $25,000."
D. Prevailing Wage Schedule
This publication covers only building construction occupations and rates. These
rates will remain in effect until superseded by a more current publication. Current
prevailing wage rates schedules for Heavy, Highway, and Non-construction Services
occupations can be found on the Internet at www.ourfactsyourfuture.org or by
contacting the Research and Analysis Bureau at (800) 541-3904 or TDD (406) 444-
0532.
E. Rates to use for Projects
Rates to be used on a public works projects are those that are in effect at the time the
project and bid specifications are advertised.
F. Fringe Benefits
Section 18-2-412 of the Montana Code Annotated states that
"( 1) to fulfill the 0 b ligation.. . a contractor or subcontractor may:
(a) pay the amount of fringe benefits and the basic hourly rate of pay that is part
of the standard prevailing rate of wages directly to the
worker or employee in cash;
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(b) make an irrevocable contribution to a trustee or a third person
pursuant to a fringe benefit fund, plan, or program that meets the
requirements of the Employee Retirement Income Security Act of
1974 or that is a bona fide program approved by the United States
Department of Labor; or
(c) make payments using any IXlmbination of methods set forth in subsections
(1)(a) and (1)(b) so that the aggregate of payments and contributions is not less than the
standard prevailing rate of wages, including fringe benefits for health and welfare and
pension
contributions that meet the requirements of the Employee Retirement Income Security
Act of 1974, travel, or other bona fide programs approved by the United States
department of labor, that is applicable to the district for the particular type of work being
performed.
(2) The fringe benefit fund, plan, or program described in subsection
(I )(b) must provide benefits to workers or employees for health care,
pensions on retirement or death, life insurance, disability and sickness
insurance, or bona fide programs that meet the requirements ofthe
Employee Retirement Income Security Act of 1974 or that are approved
by the United States department of labor."
Fringe benefits are paid for all hours worked (straight time and overtime
hours). However, fringe benefits are not to be considered a part of the
hourly rate of pay for calculating overtime, unless there is a collectively
bargained agreement in effect that specifies otherwise.
G. Per Diem
Per Diem typically covers the costs associated with board and lodging expenses and are
paid when an employee is required to work at a location outside the daily commuting
distance and is required to stay overnight or longer.
H. Prevailing Wage Districts
Montana counties are aggregated into 10 districts for the purpose of
prevailing wage. A map showing these districts follows:
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I. Computing Travel Benefits
Travel pay, for the purposes of public works projects, shall be
determined by measuring the road miles (one way) over the shortest practical maintained
route from the county courthouse of the designated city for each district or the
employee's home, whichever is closer, to the center of the job. Each city shall be
considered the point of origin only for jobs within the counties identified in that district
(as shown below):
District 1 - Kalispell: includes Flathead, Lake, Lincoln and Sanders counties
District 2 - Missoula: includes Mineral, Missoula and Ravalli counties
District 3 - Butte: includes Beaverhead, Deer Lodge, Granite, Madison,
Powell and Silver Bow counties
District 4 - Great Falls: includes Blaine, Cascade, Chouteau, Glacier, Hill, Liberty,
Pondera, Teton and Toole counties
District 5 - Helena: includes Broadwater, Jefferson, Lewis and Clark and Meagher
counties
District 6 - Bozeman: includes Gallatin, Park and Sweet Grass counties
District 7 - Lewistown: includes Fergus, Golden Valley, Judith Basin,
Musselshell, Petroleum and Wheatland counties
District 8 - Billings: includes Big Horn, Carbon, Rosebud, Stillwater, Treasure and
Yellowstone counties
District 9 - Glasgow: includes Daniels, Garfield, McCone, Phillips, Richland, Roosevelt,
Sheridan and Valley counties
District 10 - Miles City: includes Carter, Custer, Dawson, Fallon, Prairie, Powder River
and Wibaux counties
J. Apprentices
Wage rates for apprentices registered in approved federal or state
apprenticeship programs are contained in those programs.
However, apprentices not registered in approved federal or state
apprenticeship programs will be paid the prevailing wage rate when
working on a public works contract.
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K. Posting Notice of Prevailing Wages
Section 18-2-406, Montana Code Annotated, provides that
contractors, subcontractors, and employers who are performing
work or providing services under public works contracts as
provided in this part shall post in a prominent and accessible
site on the project or work area, not later than the first day of work,
a legible statement of all wages to be paid to the employees on
such site or work area.
L. Employment Preference
Sections 18-2-403 and 18-2-409, Montana Code Annotated requires contractors to give
preference to the employment of bona fide Montana residents in the performance of work
on public works contracts
M. Building Construction Occupations
You can fmd definitions for these occupations on the following
Bureau of Labor Statistics website:
http://www.bls.gov/oesI2001l0es_stru.btIn
N: Welders receive rate prescribed for craft performing operation to which welding
is incidental.
O. Foreman occupations: Rates are no longer set for foremen. However, if a
foreman performs journey level work, the foreman must be paid at least the journey
level rate.
8
BOILERMAKER
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 1 0
Travel
All 0 istrlcts
0-120 mi.lree zone
120 + mi. $.375Jmi.
Per
Dlem
0-70 mi. free zone
70-120 mi. $25Jday
120 + mi. $35Jday
BRICKLAYER
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Travel
Dlstrlcts 1 & 2
0-25 mi. free zone
25-34 mi. $l2Jday
35-59 mi. $241day
6Q..89 mi, $3B1day
90-124 ml. $4BIday
OV<!r 125 mL 560/day
Wage
$24,62
$24.62
$21.84
$24.90
$24.62
$25.72
$25.72
$25.72
$25.72
$25.72
Wage
$23.88
$23.88
$22.80
$22.15
521.80
$23.88
$23.88
$22.32
$21.35
$23.88
Travel
District 5
0-20 free zone
21-40 mi. 112 hr. pay
41-60 mi. 1 hr. pay
OV<!r 60 ml. 1&112 hrs. pay
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Benefit
$16.36
$16.36
$11.77
$16.26
$16.36
$16.36
$16.36
$16.36
$16.36
$16.36
Benefit
$8.55
$8.55
$8.55
$7.60
$8.30
$8.55
$8.55
$4.49
$7.89
$8.55
Travel
District 3
0-40 mi. free zone
41-60 mi. $25Jday
61-90 mi. $S5/day
91-120 mi. $50/day
OVer 120 mi. $60/day
Travel
District 6
0-50 mi. free zone
Over 50 mi. $35Jday
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Travel
Dlstrlct 4
0-25 mi. free zone
26-60 mi. $.40fmi.
OV<!r 61 mi. $60/day
Travel
Districts 7-10
0-20 mi. free zone
20-35 mi. $171day
35-55 mi. $22Jd.ay
OV<!r 65 mi. $50/day
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CARPENTER
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
Dlstrlct 10
Wage
$15.30
$15.30
$16.70
$15.30
$15.30
$15.30
$15.33
$15.30
$16.79
$15.30
Benefit
$5.92
$7.55
$7.90
$6.95
$5.39
$3.66
$7.80
$4.85
$4.20
$3.65
Travel
District 3
0-30 free zone
31-50 $18 per day
50+ $ 25 per day
Travel
o Istrlets 7 9
0-30 free zone
31-60 mi Base pay+ 3.00
Over 60 mi Base pay + 5.00
Travel
Districts 1,2,4,5,6,8,10
0-30 free zone
31-50 mi Base pay+1.00lhr
Over 50 mi Bese+ 1.5 OIhr
CARPET INSTALLERS
District 1
Dlstrlct2
District 3
Dlstrlct4
DIstrict 5
Olstrlct 6
DIstrict 7
DIstrict 8
DIstrict 9
District 10
Wage
No Rete Established
JIW Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rete Established
No Rate Established
No Rate Established
Benefit
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
No Rate Established
Travel
All Districts
0-40 mi. free zone
Over 40mi $60.OOIday
*0cc:upIrtI0ns:
Lay and install carpet and padding from rolls. blocl<s
On 1I00rs
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CEMENT MASON
District 1
District 2
DIstrict 3
Disb1ct 4
Disb1ct 5
District 6
District 7
District 8
District 9
District 10
Travel
All Dlstrlcts
0-15 mi. free zone
15-30 mi. . 75/hr.
30-50 mi. .95Jhr.
Over 50 mi. 1.35/hr.
Wage
$18.78
$'8.78
$17.30
$18.78
$14.68
$18.78
$18.78
$18.78
$18.78
$18.78
Construction
LABORERS GROUP 1
District 1
District 2
DIstrict 3
Dlsb1ct 4
D isb1ct 5
Disb1ct 6
District 7
District 8
DIsb1ct 9
District 10
Travel
All Districts
0-15 mi. free zone
15-30 mi. $,651hr.
30-50 mi. $.75!hr.
over 50 mi 1.25/hr
'Occupation:
Flagpersons
Wage
$13.53
$13.53
$13.53
$13.53
$13.53
$13.53
$13,53
$13.38
$13,53
$13.53
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Benef"1t
$3.75
$7.45
$5.10
$7.45
$4.65
$7.45
$7.45
$7.45
$7.45
$7.45
Benefit
$5.65
$5.65
$5.65
$5.55
$5.55
$5.85
$5.65
$4.55
$5,65
$5.55
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Construction
LABORERS GROUP 2
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Travel
All Districts
0-15 mi. free zone
15-30 mi. $.551hr.
30-50 mi. $.7 5!hr.
over 50 mi 1.25
Wage
$14.00
$12.84
$14.65
$13.92
$13.72
$13.64
$15.03
$13.93
$15.22
$15.29
BenefIt
$4.59
$5.40
$5.65
$4.90
$4.90
$5.50
$5.65
$4.45
$4.24
$4.36
.Occupations:
General Laborer, Landscape Laborer
Lawn Spri nlder Installer, B uming Bar
Bucket Man, Carpenter Tender
Caisson WorKer, Cement Mason Tender
Cement H and1er (dry), Chuck. Tender
Choker Setter, Concrete WorKer
Curb MacI1ine-Lay Down, Crusher and Batch Worker
Form Stripper, Heater Tender, Fence erectors
Landscaper, Pipe Wrapper,
Pot Tender, Pow:lerman Tender
Rail end Truck Loaders and Unloaders, Riprapper
Sign Erection, Guardra il and Jersey Ra II
Slake Jumper, Spike Driver, Fence Erector
Signalman, Tail Hoseman, Asbes10s Removal
Tool Checker and Houseman end Traffic Control Worker
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Construction
LABORERS GROUP 3
District 1
DIstrict 2
DIstrict 3
DIstrict 4
District 5
District 6
OIstrict 7
District 8
District 9
District 10
Travel
An Districts
0-15 mi. free zone
15-30 mi. $.65/hr.
30-50 mi. $.75/hr.
over 50 ml1.25
Wage
$17.24
$17.24
$17.24
$16.11
$13.00
$16.04
$17.24
$17.24
$17.24
$17.24
Benelit
$6.75
$6.75
$6.75
$3.37
$6.75
$6.75
$6.75
$6.75
$6.75
$6.75
'Occupations:
Concrete Vibrator, Dumpman (Grademan)
Equipment Handler, Geolexlile and Uners
High-Pressure NozzIeman
Jackhammer (Pavement Breaker)
Non-R iding Reliefs, P ipelayer
Posthole Digger (Power)
Power Driven Wheelbarrow
Rigger, Sandblaster, Sod CulIer.Power and Tamper
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Construction
I..ABORERS GROUP 4
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
DIstrict 9
District 10
Travel
All Districts
0-15 mi. free zone
15-30 mi. $.65/hr.
30-50 mi.$.75/hr.
over 50 mi 1.25
Wage
$14.90
$17.59
$14.57
$17.24
$16.20
$15.51
$17.59
$17.59
$14.45
$17.59
Benelit
$6.45
$5.4ll
$1.05
$1.05
$6.00
$3.80
$6.75
$6.75
$3.22
$1.31
'OccupatloRII:
Hod Carrier, WalerWeR laborer
Blaster, Wagon Driller
Asphalt Raker, Culling Torch
Grade Seller, H igh-Scaler
Power Saws (Faller & Concrete)
P~rman, Rock & Core Drill
Track or Truck Mounted Wagon Drill and
Welder Including Air Arc
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CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 2
District 1
Dlstrlct 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
Distrlcl1 0
Wage
$21.09
$21.09
$21.09
$21.09
$21.09
$21.09
$21.09
$21.09
$21.09
$21.09
Travel
All Districts
0-30 mi. base pay
30-60 mi. base pay +$2, 951hr.
Over 60 mi. base pay +$4.70fhr.
Benefit
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
'Occupatlons:
Asphalt Tender, Backhoe Operator
Excavator 3 cu yd, Bulldozer Operator,
Front End Loader, Concrete Paving Machine Operator
Operator and Oiler
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CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 3
District 1
DIstrict 2
District 3
District 4
District 5
District 6
Dlatrlct 7
District 8
District 9
District 10
Wage
$21.49
$21.49
$21.49
$21.49
$21.49
$21.49
$21.49
$2 f .49
$21.49
$21.49
Travel
All Districts
0-30 mi. base pay
30-60 mi. base pay +$2.951hr,
Over 60 mi. base pay +$4.70Ihr.
Benefit
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
'Occupations:
Motor GratIer operator, Front End Loader Operator
Road Roller Operator, Saaper Operator, water well drillers
Cranes 25 tons under
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CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 4
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Wage
$22.15
$22 15
$22.15
$22.15
$22.15
$22.15
$22.15
$22.15
$22.15
$22.15
Travel
All Oistrlcts
0-30 mi. base pay
3ll-60 m i. base pay +$2.95Jhr.
Over50 mi. base pay +$4.70/hr.
Benefit
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
'Occupatlons:
AsphaR Paving Machine Operator, Plant Operator
Cranes 25-44 tons
CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 5
District 1
District :z
District 3
District 4
District 5
District 6
District 7
District 8
District 9
DIstrict 1 0
Wage
$22.55
$22.55
$2255
$22.55
$22.55
$2255
$22.55
$22.55
$22.65
$22.55
Travel
All Districts
0-30 mi. base pay
3ll-60 m i. base pay + $2. 95/hr.
Over 50 mi. base pay +$4.70/hr.
'Occupatlon:
Cranes 45-74 T
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Benefit
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
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CONSTRUCTION EQUIPMENT OPERATORS
OPERATORS GROUP 6
District 1
District :z
DIstrict 3
District 4
DistrictS
District 6
District 7
District 8
District 9
District 10
Wage
$23.75
$23.75
$23.75
$23.75
$23.75
$23.75
$23.75
$23.75
$23.75
$23.75
Travel
All Districts
0-30 mi. base pay
3ll-60 mi. base pay +$2.95/hr.
Over 50 mi. base pay +$4.70/hr.
.Occupatlon:
Cranes 75-149 Tons
Benefit
$7.50
$7.50
$7.50
$7.50
$7.50.
$7.50
$7.50
$7.50
$7.50
$7.50
CONSTRUCTLON EQUIPMENT OPERATORS
OPERATORS GROUP 7
District 1
District 2
District 3
District 4
District 5
District 6
DIstrict 7
DIstrict 8
District 9
District 10
Wage
$24.25
$24.25
$24.25
$24.25
$24.25
$24.25
$24.25
$24.25
$24.25
$24.25
Travel
All DIstricts
0-30 mi. base pay
30-50 mi. base pay + $2. 95/hr.
Over 50 mi. base pay +$4.70/hr.
'Occupatlon.:
Cranes 150+Tons
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Benefit
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
$7.50
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DRYWALL APPLICATOR
District 1
DIstrict 2
District 3
District 4
District 5
DIstrict 6
District 7
DIstrict 8
District 9
District 10
Wage
$15.95
$15.19
$15.95
$15.95
$15.95
$15.95
$15.95
$15.95
$15.95
$15.95
Travel
Districts 1 and 2
0-30 mi. free zone
30-50 mi. $2.25/hr.
Over 50 mi. $2.75/hr.
Travel
District 4 and 7
0-15 mi. free zone
16-30 mi. $2. 501h r
31-50 mi. $3. 75Jh r
Over 50 mi. $6.2.5Ihr
Travel
Districts 8, 9, and 10
0-30 mi. free zone
31-60 mi. $3.00lhr
Over 60 mi. $4.BOIhr
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Benef"ft
$1.61
$1.51
$1.25
$1.51
$1.51
$1.51
$1.51
$1.51
$1.51
$1.51
.Occupatlon:
Drywall and Ceiling Tile installers
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Travel
District 3
0-30 mi. free zone
30-50 mi. $181day
Over 50 mi. $251day
Travel
Districts 5 and 6
0-15 mi. free zone
15-30 mi. $1.00lhr
30-50 mi. $1.501hr
Over 50 mi. $2.00/hr
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ELECTRICIAN: INCLUDING BUILDING
AUTOMATION CONTROL
DIstrict 1
District 2
Distrfct 3
District 4
District 5
District 6
District 7
DIstrict 8
District 9
District 10
Travel
Districts 1 2
()"1 0 mi free zone
11-<45 $O.451ml
Over 45 mi $451d ay
Wage
$25.20
$25.20
$23.85
$23.85
$23.85
$23.44
$23.96
$24.88
$23.39
$23.44
Travel
Districts 3
0-10 mi free zone
11-55 SO.351mi
Over 55 ml $4Olday in liel! of
any oll1er travel time or
travel allowance
Benefit
$9.16
$9.16
$9.42
$9.27
$9.27
$5.97
$9.27
$8.10
$8.10
$9.02
Travel
Districts 4 5 7 9
0-8 free zone
9-50 mi Federal mUeege rate
Over 50 mi $46.50lday
Subsistence in jieu of travel allowance
Travel
Districts (j
0-17 !fee zone
18-60 mi $0.4051 ml
Over 60 mi $ 50Iday in lieu of any other
Travel time or travel allowance
Travel
Districts 8 10
0-17 free zone
18-60 mi $0,421mi
Over 60 mJ $42/day in lieu of any other travel
Time or travel allowance
.Occupatlon:
Electrical Wiring, equipment, and fixtures
Street 19hts, Intercom Systems
Electrical Control Systems
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ELEVATOR CONSTRUCTOR/REPAIRER
District 1
District 2
District 3
District 4
District 5
District 6
District 1
District 8
District 9
District 10
TraVlH
An Districts
$34.12
$34.12
$34.12
$34.12
$34.12
$34.12
$34.12
$34.12
$34.12
$34.12
0-25 mi. $12.19/day
25-35 mi. $24.381day
Over 35 mi. $331day
Per Diem
$341day
GLAZIER
District 1
DIstrict 2
DIstrict 3
District 4
District 5
District 6
District 1
District 8
District 9
District 10
Wage
$12.33
$12.33
$11.14
$10.90
$14.50
$12.43
$12.43
$12.87
$12.87
$12.87
Travel
AI Districts
0-10 mi. free zone
Over 10 mi. $.20/mi.
Per
Diem
$32Jday
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-
-
$15.91
$15.91
$15.91
$15.91
$15.91
$15.91
$15.91
$15.91
$15.91
$15.91
Benefit
$1.84
$1.84
$1.84
$1.84
$1.00
$2.09
$2.09
$1.88
$1.88
$1.88
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HEATING AIR CONDITIONING
Wage
DIstrIct 1 $19.20
DistrIct 2 $18.86
District 3 $18.09
District 4 $16.83
District 5 $24.31
District 6 $14.67
District 7 $24.31
DIstrict 8 $18.00
District 9 $24.31
District 10 $24.31
Travel
Districts 1 & 1 0
0-45 mi. free zone
45-60 mi. $l81day
Over 60 mi. $38/day
Benefit
$4.13
$6.77
$3.65
$2.29
$9.43
$2.00
$9.43
$3.50
$9.43
$9.43
Per Diem
$38/day
INSULATION WORKER-MECHANICAl. (Heat and Frost)
District 1
District 2
District 3
District 4
District 5
District 6
DIstrlct 7
DIstrlct 8
District 9
District 10
Wage
$20.96
$22.20
$22.43
$22.43
$22.43
$22.43
$22.43
$22.43
$22.43
$22.43
Travel
All DistrIcts
0-30 mi. free zone
31-40 mi. $11.5OIday
41-50 mi. $16. DO/day
51-60 mi. $21.50/day
over60 mi. $32.50/day
Per
Diem
$54/day
Benefit
$1 0.03
$10.72
$10.72
$10.72
$10.72
$10.72
$10.72
$10.72
$10.72
$10.72
Occupation:
Pipes, 0 uclwork, or other rrechanical system
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IRONWORKER-STRUCTURAL STEEL AND REIN FORCING STEEL
Wage
District 1 $22. 37
District 2 $22.37
Distrlct:1 $20.45
District 4 $20.45
District 5 $20.45
District 6 $20.4 5
District 7 $20.45
District 8 $20.45
District 9 $20.45
District 10 $20.45
Travel
Districts 1 & 2
0-45 mi. free zone
46-60 mi. $181day
61-100 mi. $401day
Over 100 mi $SO/day
PER DIEM: $35/DA Y
MILLWRIGHT
Wage
District 1 $16.79
OIstrict2 $16.79
District 3 $16.79
District 4 $16.79
District 5 $16.79
DIstricts $18.79
District 7 $18.79
District 8 $18.79
District 9 $18.79
District 10 $18.79
Travel
0-30 free zone
31-60 mi base+ $3.00Ihr
Over 60 mi base+ $4.80lhr
Benefit
$13.33
$13.33
$12.76
$12.76
$12.76
$12.76
$12.78
$12.76
$12.76
$12.76
Benefit
$8.80
$8.80
$8.80
$8.80
$8.80
$8.80
$8.80
$8.80
$8.80
$8.80
Travel
Districts 3.10
Over 50 mi. $501day
PER DIEM: $30/DA Y
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PAINTER (including Paperhanger)
District 1
District 2
Dlstrlct 3
District 4
DIstrict 5
District &
District 7
District 8
District 9
District 10
Wage
$16.21
$13.72
$20.24
$15.68
$16.08
$15.22
$20.60
$15.99
$20.60
$20.60
Travel
All Districts
0-10 mi. free zone
Over 10 mi. $0.201mi.
Per Diem
$321day
PILE BUCK
Wage
District 1 $17.04
District 2 $17.04
District 3 $17.04
District 4 $17.04
District 5 $17.04
District 6 $17.04
District 7 $17.04
District 8 $17.04
DlstricU $17.04
District 10 $17.04
Travel
All Districts
Q.30 free zone
31-60 mi base+ $ 3.0O/hr
Over 61 mi base+ $4.80
Benefit
$4.03
$9.13
$7.08
$9.13
$4.65
$2.60
$9.13
$9.13
$9.13
$9.13
Benefit
$8.80
$8.80
$aso
$8.80
$8.80
$8.80
$8.80
$8.80
$8.8el
$8.8a
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PLASTERER
District 1
District 2
District 3
District 4
DIstrict 5
DIstrict 6
DIstrict 7
DIstrict 8
Dlstrlct 9
Distrlct 10
Travel
AH Dlstrtcts
0-30 mi. free zone
30-60 mi. $2. 951hr.
OVer 60 mi. $4.75
Wage
$16.82
$18.82
$18.82
$18.82
$18.82
$18.82
$18.82
$18.82
$18.82
$18.82
Benefit
$7.85
$7.85
$7.85
$7.85
$7.85
$7.85
$7.85
$7.85
$7.85
$7.85
PLUMBER, PIPEFITTER AND STEAMFITTERS
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
Distrlct 9
District 10
Wage
$24.70
$24.31
$24.70
$24.41
$24.70
$24.70
$24.70
$24.70
$24.70
$24.70
Travel
Districts 1 & 2
0-30 mi. free zone
3 a-50 mi. $151day
50-75 mi. S30lday
Over 75 mi. $451day
Per Diem
$45ldey
Travel
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Benefit
$9.55
$9.43
$9.55
$9.55
$9.55
$9.55
$9.55
$9.55
$9.55
$9.55
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Travel
Districts 3, 4, 5, 6
0-30 mi. free zone
30-50 mi. $15ldey
50-75mi. $30/day
Over 75 mi. $451dey
Per Diem
$451day
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DJatrtc:ts 7, 8, 9, 10
$ .4OJmile from point of
dispatch and return
Per Diem
$e5lday
. Occupation:
Assemble, install, ailer, and repa if pipelines
or pipe systems that carry water, steam, air,
other liquids or gases. May install heating and oooling
equipment and mechanical oonIrol systems.
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ROOFER
District 1
DistrlcU
District :s
DIstrict 4
DIstrict 5
District 6
District 1
District 8
District S
District 10
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Wage
$13.20
$17.80
$14.40
$14.92
$20.45
$13.57
$13.50
$13.50
$20.45
$20.45
Travel
Districts 1 & 2
0-50 mi. free zone
OVer 50 mt $.25/mi.
Per Diem
$50 per overnight on job
$20 on last day of ovem ight job
Travel
District 3
One W9If on employer's time
Per Diem
$23Jday
Travel
Districts 4-10
0-60 free zone
Over 60 mi. straight time
Per Diem
$321day or actual expenses
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Benefit
$6.35
$6.35
$3.29
$3.78
$6.35
$3.72
$6.35
$6.35
$6.35
$6.35
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SHEET METAL WORKER
District 1
District 2
DIstrict 3
District 4
Dlatrlct 5
District 6
District 7
District 8
DistrictS
DIstrIct 10
Wage
$21.33
$22.15
$22.15
$22.15
$22.15
$17.21
$22.15
$17.31
$22.15
$22.15
Benefit
$12.33
$11.54
$12.23
$12.23
$12.23
$5.19
$12.23
$8.43
$12.23
$12.23
Travel
All Districts
0-30 mi. free zone
Over 31 mi. $.251mi. employe~s vehicle
Over 31 mi. $.55/mi, employee's vehicle
Per Diem
$40/day
SPRINKLER FITTER
District 1
District 2
District 3
District 4
DIstrict 5
District 6
District 1
District 8
Dlltrlct 9
District 10
Wage
$25.15
$25.15
$25.15
$25.15
$25.15
$25.15
$25.15
$25.15
$25.15
$25.15
Travel
All Districts
Q..6O mi. free zone
60-80 mi. $10/day
80-100 mi. $181day
Over 100 mi. $50/day
Benefit
$11,00
$11.00
$11.00
$11.00
$11.00
$11.00
$11.00
$11.00
$11.00
$11.00
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STONEMASON
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Wage
$23.26
$23.26
$18.00
$16.00
$21.80
$16.00
$21.23
$21.23
$21.23
$21.23
Travel
DIstricts 1 & 2
0-25 mi. free zone
25-34 mi. $12fday
35-59 mi. $24/day
60-89 mi. $381day
90-124 mi. $4B/day
Over 125 mi. $6O/day
Travel
District 4
0-25 mi. free zone
25-85 mi. $.40/mi.
Over 85 mi. $4O/day
Travel
District 6
0-20 mi. free zone
20-30 mi. $17/day
30-70 mi. $22fday
Over 70 mi. $35/day
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Benefit
$8.55
$8.55
$1.25
$1.25
$8.30
$1.25
$7.65
$7.65
$7.65
$7.65
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Travel
Dlstrl ct 3
0-40 mi. free zone
41-60 mi. $25/day
61-90 mi. $S5/day
91-120 mi. $50/day
Over 120 mi. $SO/day
Travel
District 5
0-20 free zone
21-40 mL 1/2 hr. pay
40-60 mi. 1 hr. pay
Over 60 mi. 1 & % hrs. pay
Travel
Districts 7-10
0-20 mi. free zone
20-35 mL $17/day
35-55 mi. $22fday
Over 55 mi. $4OJday
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TAPER
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Wage
$17.71
$17.71
$17.71
$17.71
$17.71
$17.71
$17.71
$17.71
$17.71
$17.71
Benefit
$6.20
$6.20
$ 6.20
$ 6.20
$ 6.20
$ 6.20
$6.20
$ 6.20
$ 6.20
$6.20
Travel
0-30 mi. free zone
30-60 mi. 2.95/hour
over 60mi 4.75/hour
TEAMSTERS GROUP 2
DIstrict 1
DIstrict 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Wage
$16.35
$16.37
$19.55
$17.09
$18.48
$17.41
$11>.55
$16.78
$19.55
$19.55
Benefit
$3.90
$5.50
$5.50
$5.50
$5.50
$5.50
$5.50
$5.50
$5.50
$5.50
Travel All Districts
0-40 mi. free zone
ove r-40 mi $ 60/day
. Occupations:
Dump Truck Driver, Heavy Truck
Light Truck Driver
Road Oiling Truck Driver
Tractor Trailer Truck Driver
Warehouse worker and Water Truck Driver
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TELECOMMUNICATIONS EQUIPMENT INSTALLERS
District 1
District 2
District 3
DlstrlcU
District 5
District 6
District 7
District 8
District 9
District 10
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Wage
$19.52
$19.52
$19.52
$19.52
$19.52
$19.52
$19.52
$19.52
$19.52
$19.52
Benefit
$6.49
$6.49
$6.49
$6.49
$6.49
$6.49
$6.49
$6.49
$6.49
$6.49
Travel All Districts
Federal mileage reimbursement rate each way
Pe r Diem: Over night slay only ore imbu rsemem
Not to exceed $65 per day
Occupations
Service, repair, install telap hones and other co mmunication
Equipment or install wiring and phone jacks.
TILE SETTER
District 1
District 2
District 3
District 4
District 5
District 6
District 7
District 8
District 9
District 10
Wage
$20.00
$20.00
$17.00
$17.00
$20.00
$17.00
$17.00
$17.00
$17.00
$17.00
Benefit
$3.20
$3.20
$8.75
$8.75
$3.20
$8.75
$8.75
$8.75
$8.75
$8.75
Travel
All Districts
Q-4O mi. free zone
Over 40mi $6O.0atday
OCCUplltlons
Apply hard tile, marble, and wood tile
To walls, floors, ceilings, and roof decks
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01100 - SUMMARY
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location:
1. 255 Moss Bridge Road, Bozeman, Montana
2. Owner: City of Bozeman
B. Project Identification: Project consists of demolition of old roofing system and replacing with
new TPO system on 7 buildings with a total area of approximately 8600 sf. Specific buildings
to be re-roofed at the Waste Water Treatment Facility are:
I. Lift Station No.2
2. Floatation Thickener Building
3. Lift Station No.1
4. Recycle Sludge Building
5. Maintenance Building
6. Scum Pit Building
7. Pretreatment Building
C. Architect Identification: The Contract Documents were prepared for the Project by ThinkOne,
101 East Main Street, Bozeman, MT 59715.
D. Project Coordinator: Tom Adams has been appointed by Owner to serve as Project
Coordinator.
E. Project Engineer: Bob Murray has been appointed by Owner to serve as Project Engineer.
1.3 CONTRACT
A. Project will be constructed under a general construction contract.
1.4 WORK SEQUENCE
A. The Work shall be conducted in one continuous phase.
1.5 USE OF PREMISES
SUMMARY
01100-1
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROQF
A. General: Contractor shall have partial use of premises for construction operations, including
use of Project site, during construction period.
1.6 SPECIFICATION FORMATS AND CONVENTIONS
A. Specification Format: The Specifications are organized into Divisions and Sections using the
16-division format and CSI/CSC's "MasterFormat" numbering system.
1. Section Identification: The Specifications use section numbers and titles to help cross-
referencing in the Contract Documents. Sections in the Project Manual are in numeric
sequence; however, the sequence is incomplete. Consult the table of contents at the
beginning of the Project Manual to determine numbers and names of sections in the
Contract Documents.
B. Specification Content: The Specifications use certain conventions for the style of language and
the intended meaning of certain terms, words, and phrases when used in particular situations.
These conventions are as follows:
1. Abbreviated Language: Language used in the Specifications and other Contract
Documents is abbreviated. Words and meanings shall be interpreted as appropriate.
Words implied, but not stated, shall be inferred as the sense requires. Singular words
shall be interpreted as plural, and plural words shall be interpreted as singular where
applicable as the context of the Contract Documents indicates.
2. Imperative mood and streamlined language are generally used in the Specifications.
Requirements expressed in the imperative mood are to be performed by Contractor.
Occasionally, the indicative or subjunctive mood may be used in the Section Text for
clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by
others when so noted.
a. The words "shall," "shall be," or "shall comply with," depending on the context,
are implied where a colon (:) is used within a sentence or phrase.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 0 1100
SUMMARY
01100-2
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01140 ~ WORK RESTRICTIONS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 USE OF PREMISES
A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site
beyond areas in which the Work is indicated.
I. Limits: Confine construction operations to areas indicated on plans for designated work.
2. Owner Occupancy: Allow for Owner occupancy of site and to all adjacent buildings.
3. Driveways and Entrances: Keep driveways and entrances serving premises clear and
available to Owner, Owner's employees, and emergency vehicles at all times. Do not use
these areas for parking or storage of materials.
a. Schedule deliveries to minimize space and time requirements for storage of
materials and equipment on~site.
B. Use of Existing Building: Maintain existing building in a weathertight condition throughout
construction period. Repair damage caused by construction operations. Protect building and its
occupants during construction period.
1.3 OCCUPANCY REQUIREMENTS
A. Full Owner Occupancy: Owner will occupy site and existing building during entire
construction period. Cooperate with Owner during construction operations to minimize
conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's
operations.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01140
WORK RESTRICTIONS
01140 - 1
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01250 - CONTRACT MODIFICATION PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for handling and processing
Contract modifications.
1.3 MINOR CHANGES IN THE WORK
A. Architect will issue through Construction Manager supplemental instructions authorizing Minor
Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on
AlA Document G71O, "Architect's Supplemental Instructions."
1.4 PROPOSAL REQUESTS
A. Owner~Initiated Proposal Requests: Architect will issue a detailed description of proposed
changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If
necessary, the description will include supplemental or revised Drawings and Specifications.
I. Proposal Requests issued by Architect are for information only. Do not consider them
instructions either to stop work in progress or to execute the proposed change.
2. Within time specified in Proposal Request after receipt of Proposal Request, submit a
quotation estimating cost adjustments to the Contract Sum and the Contract Time
necessary to execute the change.
a. Include a list of quantities of products required or eliminated and unit costs, with
total amount of purchases and credits to be made. If requested, furnish survey data
to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
c. Include an updated Contractor's Construction Schedule that indicates the effect of
the change, including, but not limited to, changes in activity duration, start and
finish times, and activity relationship. Use available total float before requesting
an extension of the Contract Time.
B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor may propose changes by submitting a request for a change to Construction
Manager.
CONTRACT MODIFICATION PROCEDURES
01250 - 1
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
1. Include a statement outlining reasons for the change and the effect of the change on the
Work. Provide a complete description of the propOsed change. Indicate the effect of the
proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total
amount of purchases and credits to be made. If requested, furnish survey data to
substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Include an updated Contractor's Construction Schedule that indicates the effect of the
change, including. but not limited to, changes in activity duration, start and finish times,
and activity relationship. Use available total float before requesting an extension of the
Contract Time.
5. Comply with requirements in Division 1 Section "Product Requirements" if the proposed
change requires substitution of one product or system for product or system specified.
1.5 CHANGE ORDER PROCEDURES
A. The Owner will review all proposal requests. Changes to the contract sum shall be approved in
accordance with City of Bozeman policies, including City Commission approval. A contract
change order shall be issued by the Owner prior to commencement of Contractor's activities.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01250
CONTRACT MODIFICATION PROCEDURES
01250 - 2
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
SECTION 01290 - PAYMENT PROCEDURES
PART 1 - GENERAL
1.1 RELA TED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements necessary to prepare and
process Applications for Payment.
1.3 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as
certified by Architect and paid for by Owner.
1. Initial Application for Payment, Application for Payment at time of Substantial
Completion, and final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress payment is indicated in the Agreement
between Owner and Contractor. The period of construction Work covered by each Application
for Payment is the period indicated in the Agreement.
C. Payment Application Forms: Use AlA Document G702 and AlA Document G703 Continuation
Sheets as form for Applications for Payment.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Architect will return incomplete
applications without action.
1. Entries shall match data on the Schedule of Values and Contractor's Construction
Schedule. Use updated schedules if revisions were made.
2. Include amounts of Change Orders and Construction Change Directives issued before last
day of construction period covered by application.
E. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to
Architect. One copy shall include waivers of lien and similar attachments if required.
I. Transmit each copy with a transmittal form listing attachments and recording appropriate
information about application.
F. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
liens from subcontractors, sub-subcontractors, and suppliers for construction period covered by
the previous application.
PAYMENT PROCEDURES
01290 - I
BOZEMAN W ASTE WATER
TREATMENT F ACll-ny RE-ROOF
1. Submit partial waivers on each item for amount requested, before deduction for retainage,
on each item.
2. When an application shows completion of an item, submit final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit
waIvers.
4. Waiver Delays: Submit each Application for Payment with Contractor's waiver of
mechanic's lien for construction period covered by the application.
a. Submit final Application for Payment with or preceded by final waivers from
every entity involved with performance of the Work covered by the application
who is lawfully entitled to a lien.
5. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to
Owner.
G. Initial Application for Payment: Administrative actions and submittals that must precede or
coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Contractor's Construction Schedule.
H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial
Completion, submit an Application for Payment showing 100 percent completion for portion of
the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a
statement showing an accounting of changes to the Contract Sum.
2. This application shall reflect Certificates of Partial Substantial Completion issued
previously for Owner occupancy of designated portions of the Work.
I. Final Payment Application: Submit final Application for Payment with releases and supporting
documentation not previously submitted and accepted, including, but not limited, to the
following:
1. Evidence of completion of Project closeout requirements.
2. Insurance certificates for products and completed operations where required and proof
that taxes, fees, and similar obligations were paid.
3. Updated final statement, accounting for fmal changes to the Contract Sum.
4. AlA Document 0706, "Contractor's Affidavit of Payment of Debts and Claims."
5. AlA Document 0706A, "Contractor's Affidavit of Release of Liens."
6. AlA Document 0707, "Consent of Surety to Final Payment."
7. Evidence that claims have been settled.
8. Final meter readings for utilities, a measured record of stored fuel, and similar data as of
date of Substantial Completion or when Owner took possession of and assumed
responsibility for corresponding elements of the Work.
9. Final, liquidated damages settlement statement.
PART 2 - PRODUCTS (Not Used)
PAYMENT PROCEDURES
01290 - 2
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
PART 3 - EXECUTION (Not Used)
END OF SECTION 01290
PAYMENT PROCEDURES
01290 - 3
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SECTION 01310 - PROJECT MANAGEMENT AND COORDINA nON
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative provisions for coordinating construction operations on
Project including, but not limited to, the following:
I. General project coordination procedures.
2. Coordination Drawings.
3. Administrative and supervisory personnel.
4. Project meetings.
B. Each contractor shall participate in coordination requirements. Certain areas of responsibility
will be assigned to a specific contractor.
1.3 COORDINA nON
A. Coordination: Coordinate construction operations included in various Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
construction operations, included in different Sections, that depend on each other for proper
installation, connection, and operation.
I. Schedule construction operations in sequence required to obtain the best results where
installation of one part of the Work depends on installation of other components, before
or after its own installation.
2. Coordinate installation of different components with other contractors to ensure
maximum accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. If necessary, prepare memoranda for distribution to each party involved, outlining special
procedures required for coordination. Include such items as required notices, reports, and list of
attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their
Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required administrative
procedures with other construction activities and activities of other contractors to avoid conflicts
and to ensure orderly progress of the Work. Such administrative activities include, but are not
limited to, the following:
PROJECT MANAGEMENT AND COORDINATION
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1. Preparation of Contractor's Construction Schedule.
2. Installation and removal of temporary facilities and controls.
3. Delivery and processing of submittals.
4. Project closeout activities.
D. Conservation: Coordinate construction activities to ensure that operations are carried out with
consideration given to conservation of energy, water, and materials.
1. Salvage materials and equipment involved in performance of, but not actually
incorporated into, the Work.
1.4 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise
indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is
required, of date and time of each meeting. Notify Owner and Architect of scheduled
meeting dates and times.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Record significant discussions and agreements achieved. Distribute the
meeting minutes to everyone concerned, including Owner and Architect, within 5 days of
the meeting.
B. Preconstruction Conference: Schedule a preconstruction conference before starting
construction, at a time convenient to Owner and Architect.
a. Progress cleaning.
b. Working hours~
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01310
PROJECT MANAGEMENT AND COORDINATION
01310-2
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TREA TMENT FACILITY RE-ROOF
SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division I Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for documenting the progress
of construction during performance of the Work, including the following:
1. Contractor's Construction Schedule.
PART 2 -PRODUCTS
2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE (GANTT CHART)
A. Gantt-Chart Schedule: Submit a comprehensive, fully developed, horizontal Gantt-chart-type,
Contractor's Construction. Schedule within 5 days of date established for the Notice to Proceed.
Base schedule on the Preliminary Construction Schedule and whatever updating and feedback
was received since the start of Project.
PART 3 - EXECUTION
END OF SECTION 01320
CONSTRUCTION PROGRESS DOCUMENTATION
01320 - 1
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TREATMENT F ACILITYRE-ROOF
SECTION 01330 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for submitting Shop
Drawings, Product Data, Samples, and other miscellaneous submittals.
1.3 DEFINITIONS
A. Action Submittals: Written and graphic information that requires Architect's responsive action.
B. Informational Submittals: Written information that does not require Architect's approval.
Submittals may be rejected for not complying with requirements.
1.4 SUBMITTAL PROCEDURES
A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by
Architect for Contractor's use in preparing submittals.
B. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals, and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination.
a. Architect reserves the right to withhold action on a submittal requlflng
coordination with other submittals until related submittals are received.
C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as
follows. Time for review shall commence on Architect's receipt of submittal.
] . Initial Review: Allow 15 days for initial review of each submittal. Allow additional time
if processing must be delayed to permit coordination with subsequent submittals.
Architect will advise Contractor when a submittal being processed must be delayed for
coordination.
SUBMITTAL PROCEDURES
01330 - ]
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2. Concurrent Review: Where concurrent review of submittals by Architect's consultants,
Owner, or other parties is required, allow 21 days for initial review of each submittal.
3. No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to permit processing.
D. Identification: Place a permanent label or title block on each submittal for identification.
E. Deviations: Highlight, encircle, or otherwise identifY deviations from the Contract Documents
on submittals.
F. Additional Copies: Unless additional copies are required for final submittal, and unless
Architect observes noncompliance with provisions of the Contract Documents, initial submittal
may serve as fmal submittal.
1. Submit one copy of submittal to concurrent reviewer in addition to specified number of
copies to Architect.
2. Additional copies submitted for maintenance manuals will [not] be marked with action
taken and will be returned.
G. Transmittal: Package each submittal individually and appropriately for transmittal and
handling. Transmit each submittal using a transmittal form. Architect will return submittals,
without review, received :from sources other than Contractor.
H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance of
construction activities. Show distribution on transmittal forms.
PART 2 - PRODUCTS
2.1
ACTION SUBMITTALS
A.
General: Prepare and submit Action Submittals required by individual Specification Sections.
1. Number of Copies: Submit five copies of each submittal, unless otherwise indicated.
Architect, will return three copies. Mark up and retain one returned copy as a Project
Record Document.
B. Product Data: Collect information into a single submittal for each element of construction and
type of product or equipment.
1. If information must be specially prepared for submittal because standard printed data are
not suitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Standard color charts.
SUBMITTAL PROCEDURES
01330 - 2
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e. Manufacturer's catalog cuts.
f. Wiring diagrams showing factory-installed wiring.
g. Printed performance curves.
h. Operational range diagrams.
1. Mill reports.
j. Standard product operating and maintenance manuals.
k. Compliance with recognized trade association standards.
1. Compliance with recognized testing agency standards.
m. Application of testing agency labels and seals.
n. Notation of coordination requirements.
C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base
Shop Drawings on reproductions of the Contract Documents or standard printed data.
1. Preparation: Include the following infonnation,as applicable:
a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Wiring diagrams showing field-installed wiring, including power, signal, and
control wiring.
f. Shopwork manufacturing instructions.
g. Templates and patterns.
h. Schedules.
1. Design calculations.
J. Compliance with specified standards.
k. Notation of coordination requirements.
1. Notation of dimensions established by field measurement.
D. Coordination Drawings: Comply with requirements in Division 1 Section "Project Management
and Coordination."
E. Samples: Prepare physical units of materials or products, including the following:
1. Samples for Verification: Submit full-size units or Samples of size indicated, prepared
from the same material to be used for the Work, cured and fmished in manner specified,
and physically identical with the product proposed for use, and that show full range of
color and texture variations expected. Samples include, but are not limited to, the
following: partial sections of manufactured or fabricated components; small cuts or
containers of materials; complete units of repetitively used materials; swatches showing
color, texture, and pattern; color range sets; and components used for independent testing
and inspection.
F. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each
portion of the Work, including those who are to furnish products or equipment fabricated to a
special design. Use CSI Form I.SA. Include the following information in tabular fonn:
1. Name, address, and telephone number of entity perfonning subcontract or supplying
products.
2. Number and title of related Specification Section(s) covered by subcontract.
SUBMITTAL PROCEDURES
01330 - 3
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3. Drawing number and detail references, as appropriate, covered by subcontract.
PART 3 - EXECUTION
3.1 CONTRACTOR'S REVIEW
A. Review each submittal and check for compliance with the Contract Documents. Note
corrections and field dimensions. Mark with approval stamp before submitting to Architect.
B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name
and location, submittal number, Specification Section title and number, name of reviewer, date
of Contractor's approval, and statement certifying that submittal has been reviewed, checked,
and approved for compliance with the Contract Documents.
3.2 ARCmTECT'S ACTION
A. General: Architect will not review submittals that do not bear Contractor's approval stamp and
will return them without action.
B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or
modifications required, and return it. Architect will stamp each submittal with an action stamp
and will mark stamp appropriately to indicate action taken, as follows:
1. No exception taken.
2. Make corrections noted.
3. Rejected.
4. Revise and Resubmit.
5. Submit specified item.
C. Informational Submittals: Architect will review each submittal and will not return it, or will
reject and return it if it does not comply with requirements. Architect will forward each
submittal to appropriate party.
D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.
END OF SECTION 01330
SUBMITTAL PROCEDURES
01330 - 4
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SECTION 01400 - QUALITY REQUIREMENTS
PART 1- GENERAL
1.1
RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2
SUMMARY
A.
This Section includes administrative and procedural requirements for quality assurance and
quality control.
B.
Testing and inspecting services are required to verify compliance with requirements specified or
indicated. These services do not relieve Contractor of responsibility for compliance with the
Contract Document requirements.
1. Specific quality-control requirements for individual construction activities are specified
in the Sections that specifY those activities. Requirements in those Sections may also
cover production of standard products.
2. Specified tests, inspections, and related actions do not limit Contractor's quality-control
procedures that facilitate compliance with the Contract Document requirements.
3. Requirements for Contractor to provide quality-control services required by Architect,
Owner, or authorities having jurisdiction are not limited by provisions of this Section.
1.3 QUALITY CONTROL
A. Contractor Responsibilities: Unless otherwise indicated, provide quality-control services
specified and required by authorities having jurisdiction.
1. Where services are indicated as Contractor's responsibility, engage a qualified testing
agency to perform these quality-control services.
a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in
writing by Owner.
2. Where quality-control services are indicated as Contractor's responsibility, submit a
certified written report, in duplicate, of each quality-control service.
3. Testing and inspecting requested by Contractor and not required by the Contract
Documents are Contractor's responsibility.
4. Submit additional copies of each written report directly to authorities having jurisdiction,
when they so direct.
B. Special Tests and Inspections: Owner will engage a testing agency to conduct special tests and
inspections required by authorities having jurisdiction as the responsibility of Owner.
QUALITY REQUIREMENTS
01400 - I
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TREATMENT FACILITY RE-ROOF
1. Testing agency will notifY Architect and Contractor promptly of irregularities and
deficiencies observed in the Work during performance of its services.
2. Testing agency will submit a certified written report of each test, inspection, and similar
quality-control service to Architect with copy to Contractor and to authorities having
jurisdiction.
3. Testing agency will interpret tests and inspections and state in each report whether tested
and inspected work complies with or deviates from the Contract Documents.
4. Testing agency will retest and reinspect corrected work.
C.
Manufacturer's Field Services: Where indicated, engage a factory-authorized service
representative to inspect field-assembled components and equipment installation, including
service connections. Report results in writing.
D.
RetestinglReinspecting: Regardless of whether original tests or inspections were Contractor's
responsibility, provide quality-control services, including retesting and reinspecting. for
construction that revised or replaced Work that failed to comply with requirements established
by the Contract Documents.
E.
Testing Agency Responsibilities: Cooperate with Architect and Contractor in perfonnance of
duties. Provide qualified personnel to perform required tests and inspections.
1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the
Work during performance of its services.
2. Interpret tests and inspections and state in each report whether tested and inspected work
complies with or deviates from requirements.
3. Submit a certified written report, in duplicate, of each test, inspection, and similar
quality-control service through Contractor.
4. Do not release, revoke, alter, or increase requirements of the Contract Documents or
approve or accept any portion of the Work.
5. Do not perform any duties of Contractor.
F.
Coordination: Coordinate sequence of activities to accommodate required quality-assurance
and quality-control services with a minimum of delay and to avoid necessity of removing and
replacing construction to accommodate testing and inspecting.
1. Schedule times fOf tests, inspections, obtaining samples, and similar activities.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1
REPAIR AND PROTECTION
A.
General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and :fmishes.
QUALITY REQUIREMENTS
01400 - 2
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1. Provide materials and comply with installation requirements specified in other Sections
of these Specifications. Restore patched areas and extend restoration into adjoining areas
in a manner that eliminates evidence of patching.
2. Comply with the Contract Document requirements for Division 1 Section "Cutting and
Patching. "
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of
responsibility for quality-control services.
END OF SECTION 01400
QUALITY REQUIREMENTS
01400 - 3
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SECTION 01700 - EXECUTION REQUIREMENTS
PART I - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division I Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes general procedural requirements governing execution of the Work
including, but not limited to, the following:
I. Examination
2. Preparation
3. Construction layout.
4. Field engineering
5. Installation
6. Progress cleaning.
7. Starting and adjusting.
8. Protection of installed construction.
9. Correction ofthe Work.
PART 2 - EXECUTION
2.1
EXAMINATION
A.
Existing Conditions: The existence and location of site improvements, utilities, and other
construction indicated as existing are not guaranteed. Before beginning work, investigate and
verifY the existence and location of mechanical and electrical systems and other construction
affecting the Work.
1. Before construction, verifY the location and points of connection of utility services.
B. Existing Utilities: The existence and location of underground and other utilities and
construction indicated as existing are not guaranteed. Before beginning sitework, investigate
and verifY the existence and location of underground utilities and other construction affecting
the Work.
I. Before construction, verifY the location and invert elevation at points of connection of
sanitary sewer, storm sewer, and water-service piping; and underground electrical
services.
2. Furnish location data for work related to Project that must be performed by public
utilities serving Project site.
EXECUTION REQUIREMENTS
01700 - I
2.2
2.3
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
PREPARATION
A.
Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or
relocate existing utility structures, utility poles, lines, services, or other utility appurtenances
located in or affected by construction. Coordinate with authorities having jurisdiction.
B.
Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or
others unless permitted under the following conditions and then only after arranging to provide
temporary utility services according to requirements indicated:
1. Notify Owner not less than two days in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Owner's written permission.
C.
Field Measurements: Take field measurements as required to fit the Work properly. Recheck
measurements before installing each product. Where portions of the Work are ihdicated to fit to
other construction, verify dimensions of other construction by field measurements before
fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the
Work.
D.
Space Requirements: Verify space requirements and dimensions of items shown
diagrammatically on Drawings.
CONSTRUCTION LAYOUT
A.
Verification: Before proceeding to layout the Work, verify layout information shown on
Drawings, in relation to the property survey and existing benchmarks. If discrepancies are
discovered, notify Architect promptly.
I. Establish benchmarks and control points to set lines and levels at each story of
construction and elsewhere as needed to locate each element of Project.
2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain
required dimensions.
3. Inform installers oflines and levels to which they must comply.
4. Check the location, level and plumb, of every major element as the Work progresses.
5. Notify Architect when deviations from required lines and levels exceed allowable
tolerances.
6. Notify architect if existing structure condition varies from design drawings.
7. Notify architect if quality of roof substrate is in poor condition or other variation exists.
B.
Building Lines and Levels: Locate and layout control lines and levels for structures, building
foundations, column grids, and floor levels, including those required for mechanical and
electrical work. Transfer survey markings and elevations for use with control lines and levels.
Level foundations and piers from two or more locations.
c.
Record Log: Maintain a log of layout control work. Record deviations from required lines and
levels. Include beginning and ending dates and times of surveys, weather conditions, name and
duty of each survey party member, and types of instruments and tapes used. Make the log
available for reference by Architect.
EXECUTION REQUIREMENTS
01700-2
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2.4
FTELDENGINEERING
A.
Identification: Owner will identify existing benchmarks, control points, and property corners.
B.
Reference Points: Locate existing permanent benchmarks, control points, and similar reference
points before beginning the Work. Preserve and protect permanent benchmarks and control
points during construction operations.
1. Do not change or relocate existing benchmarks or control points without prior written
approval of Architect. Report lost or destroyed permanent benchmarks or control points
promptly. Report the need to relocate permanent benchmarks or control points to
Architect before proceeding.
2. Replace lost or destroyed permanent benchmarks and control points promptly. Base
replacements on the original survey control points.
2.5
INSTALLATION
A.
General: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated.
1. Make vertical work plumb and make horizontal work level.
2. Where space is limited, install components to maximize space available for maintenance
and ease of removal for replacement.
3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.
B. Comply with manufacturer's written instructions and recommendations for installing products in
applications indicated.
C. Install products at the time and under conditions that will ensure the best possible results.
Maintain conditions required for product performance until Substantial Completion.
D. Conduct construction operations so no part of the Work is subjected to damaging operations or
loading in excess of that expected during normal conditions of occupancy.
E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.
F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component
securely in place, accurately located and aligned with other portions of the Work.
1. Mounting Heights: Where mounting heights are not indicated, mount components at
heights directed by Architect.
2. Allow for building movement, including thermal expansion and contraction.
G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated,
arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.
H. Hazardous Materials: Use products, cleaners, and installation materials that are not considered
hazardous.
EXECUTION REQUIREMENTS
01700 - 3
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BOZEMAN WASTE WATER
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PROGRESS CLEANING
A.
General: Clean Project site and work areas daily, including common areas. Coordinate
progress cleaning for joint-use areas where more than one installer has worked. Enforce
requirements strictly. Dispose of materials lawfully.
1.
2.
3.
B. Site:
1.
Comply with requirements in NFP A 241 for removal of combustible waste materials and
debris.
Do not hold materials more than 7 days during normal weather or 3 days if the
temperature is expected to rise above 80 deg F (27 deg C).
Containerize hazardous and unsanitary waste materials separately from other waste.
Mark containers appropriately and dispose of legally, according to regulations.
Maintain Project site free of waste materials and debris.
Secure all loose material to ensure debris does not enter any sewer treatment facility.
Any damage to waste water treatment equipment or operations that occurs due to
construction debris will be the responsibility of the contractor.
C.
Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for
proper execution of the Work.
1. Remove liquid spills promptly.
2. Where dust would impair proper execution of the Work, broom-clean or vacuum the
entire work area, as appropriate.
D.
Installed Work: Keep installed work clean. Clean installed surfaces according to written
instructions of manufacturer or fabricator of product installed, using only cleaning materials
specifically recommended. If specific cleaning materials are not recommended, use cleaning
materials that are not hazardous to health or property and that will not damage exposed surfaces.
E.
Concealed Spaces: Remove debris from concealed spaces before enclosing the space.
F.
Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from
damage and deterioration at time of Substantial Completion.
G.
Cutting and Patching: Clean areas and spaces where cutting and patching are performed.
Completely remove paint, mortar, oils, putty, and similar materials.
1. Thoroughly clean before applying paint or other fmishing materials. Restore damaged
pipe covering to its original condition.
H.
Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing
waste materials down sewers or into waterways will not be permitted.
I.
During handling and installation, clean and protect construction in progress and adjoining
materials already in place. Apply protective covering where required to ensure protection from
damage or deterioration at Substantial Completion.
EXECUTION REQUIREMENTS
01700-4
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J. Clean and provide maintenance on completed construction as frequently as necessary through
the remainder of the construction period. Adjust and lubricate operable components to ensure
operability without damaging effects.
K. Limiting Exposures: Supervise construction operations to assure that no part of the
construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise
deleterious exposure during the construction period.
2.7 STARTING AND ADJUSTING
A. Manufacturer's Field Service: If a factory-authorized service representative is required to
inspect field-assembled components and equipment installation, comply with qualification
requirements in Division 1 Section "Quality Requirements."
2.8 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage
or deterioration at time of Substantial Completion.
B. Comply with manufacturer's written instructions for temperature and relative humidity.
2.9 CORRECTION OF TIffi WORK
A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.
Comply with requirements in Division 1 Section "Cutting and Patching."
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up
with matching materials, and properly adjusting operating equipment.
B. Restore pennanent facilities used during construction to their specified condition.
C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired
without visible evidence of repair.
D. Repair components that do not operate properly. Remove and replace operating components
that cannot be repaired.
E. Remove and replace chipped, scratched, and broken glass or reflective surfaces.
END OF SECTION 01700
EXECUTION REQUIREMENTS
01700 - 5
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01731 - CUTTING AND P A TClliNG
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
1.3 DEFINITIONS
A. Cutting: Removal of existing construction necessary to permit installation or performance of
other Work.
B. Patching: Fitting and repair work required to restore surfaces to original conditions after
installation of other Work.
1.4 SUBMITTALS
A. Cutting and Patching Proposal: Submit a proposal describing procedures at least 10 days before
the time cutting and patching will be performed, requesting approval to proceed. Include the
following information:
1. Extent: Describe cutting and patching, show how they will be perfonned, and indicate
why they cannot be avoided.
2. Products: List products to be used and finns or entities that will perfonn the Work.
3. Dates: Indicate when cutting and patching will be performed.
4. Utilities: List utilities that cutting and patching procedures will disturb or affect. List
utilities that will be relocated and those that will be temporarily out of service. Indicate
how long service will be disrupted.
5. Structural Elements: Where cutting and patching involve adding reinforcement to
structural elements, submit details and engineering calculations showing integration of
reinforcement with original structure.
6. Architect's Approval: Obtain approval of cutting and patching proposal before cutting
and patching. Approval does not waive right to later require removal and replacement of
unsatisfactory work.
1.5 QUALITY ASSURANCE
A. Structural Elements: Do not cut and patch structural elements in a manner that could change
their load-carrying capacity or load-deflection ratio.
eUITING AND PATCHING
01731 - 1
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
B. Operational Elements: Do not cut and patch operating elements and related components in a
manner that results in reducing their capacity to perform as intended or that results in increased
maintenance or decreased operational life or safety.
1. Primary operational systems and equipment.
2. Air or smoke barriers.
3. Fire-protection systems.
4. Control systems.
5. Communication systems.
6. Electrical wiring systems.
C. Miscellaneous Elements: Do not cut and patch the following elements or related components in
a manner that could change their load-carrying capacity, that results in reducing their capacity
to perform as intended, or that results in increased maintenance or decreased operational life or
safety .
1. Water, moisture, or vapor barriers.
2. Membranes and flashings.
3. Equipment supports.
D. Visual Requirements: Do not cut and patch construction in a manner that results in visual
evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or
in occupied spaces in a manner that would, in Architect's opinion, reduce the building's
aesthetic qualities. Remove and replace construction that has been cut and patched in a visually
unsatisfactory manner.
1. If possible, retain original Installer or fabricator to cut and patch exposed Work listed
below. If it is impossible to engage original Installer or fabricator, engage another
recognized, experienced, and specialized rum.
1.6 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during cutting and patching operations, by methods and with materials so as not to void existing
warranties.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
General: Comply with requirements specified in other Sections ofthese Specifications.
PART 3 - EXECUTION
3.1 EXAMINATION
CDITING AND PATCHING
01731 - 2
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3.3
BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
A.
Examine surfaces to be cut and patched and conditions under which cutting and patching are to
be performed.
1. Compatibility: Before patching, verify compatibility with and suitability of substrates,
including compatibility with existing finishes or primers.
2. Proceed with installation only after unsafe or unsatisfactory conditions have been
corrected.
PREP ARA TION
A.
Temporary Support: Provide temporary support of Work to be cut.
B.
Protection: Provide protection from adverse weather conditions for portions of Project that
might be exposed during cutting and patching operations.
C.
Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage
to adjoining areas.
PERFORMANCE
A.
General: Employ skilled workers to perform cutting and patching. Proceed with cutting and
patching at the earliest feasible time, and complete without delay.
B.
Cutting: Cut construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or
adjoining construction. If possible, review proposed procedures with original Installer; comply
with original Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not
hammering and chopping. Cut holes and slots as small as possible, neatly to size
required, and with minimum disturbance of adjacent surfaces. Temporarily cover
openings when not in use.
2. Concrete, Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-
core drill.
3. Proceed with patching after construction operations requiring cutting are complete.
c.
Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other Work. Patch with durable seams that are as invisible as
possible. Provide materials and comply with installation requirements specified in other
Sections of these Specifications.
1. Inspection: Where feasible, test and inspect patched areas after completion to
demonstrate integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend [wish
restoration into retained adjoining construction in a manner that will eliminate evidence
of patching and refinishing.
3. Floors and Walls: Where walls or partitions that are removed extend one [wished area
into another, patch and repair floor and wall surfaces in the new space. Provide an even
surface of uniform finish, color, texture, and appearance. Remove existing floor and wall
CUTTING AND PATCHING
01731 - 3
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
coverings and replace with new materials, if necessary, to achieve uniform color and
appearance.
a. Where patching occurs in a painted surface, apply primer and intermediate paint
coats over the patch and apply [mal paint coat over entire unbroken surface
containing the patch. Provide additional coats until patch blends with adjacent
surfaces.
4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an even-plane
surface of uniform appearance.
END OF SECTION 01731
CUTTING AND PATClllNG
01731 - 4
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01732 - SELECTIVE ROOFING DEMOLITION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Demolition and removal of selected portions building roofing including all associated
materials and accessories.
1.3 DEFINITIONS
A. Remove: Detach items from existing construction and legally dispose of them off-site, unless
indicated to be removed and salvaged or removed and reinstalled.
B. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and
reinstall them where indicated.
C. Existing to Remain: Existing items of construction that are not to be removed and that are not
otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.
1.4 MATERIALS OWNERSlllP
A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise
indicated to remain Owner's property, demolished materials shall become Contractor's property
and shall be removed from Project site.
1.5 QUALITY ASSURANCE
A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work
similar in material and extent to that indicated for this Project.
B. Regulatory Requirements: Comply with governing EP A notification regulations before
beginning selective demolition. Comply with hauling and disposal regulations of authorities
having jurisdiction.
C. Standards: Comply with ANSI AI0.6 and NFPA 241.
SELECTIVE ROOFING DEMOLITION
01732-1
1.6
1.7
BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
PROJECT CONDITIONS
A.
Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted. Provide not less than
48 hours' notice to Owner of activities that will affect Owner's operations.
B.
Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities.
1. Do not close or obstruct walkways, corridors, or other occupied or used facilities without
written permission from authorities having jurisdiction.
C.
Owner assumes no responsibility for condition of areas to be selectively demolished.
1. Conditions existing at time of inspection for bidding purpose will be maintained by
Owner as far as practical.
D.
Hazardous Materials: An asbestos report is provided.
1. The roo:fmg of the Administration/Control Building has been determined to contain
asbestos. Roofing material that will be removed from other buildings are suspect for
containing asbestos because they were installed along with the Administration/Control
Building roof during the same project in the early 1980's. Removal of these materials
will require special precautions, work practices, and disposal methods and must be
performed to meet applicable EP A and OSHA standards. Additional information and
guidance is attached at the end of this section; however, it is the Contractor's direct
responsibility to ensure that all work meets all applicable local, state, and federal
guidelines and requirements.
E. Storage or sale of removed items or materials on-site will not be permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1. Maintain :frre-protection facilities in service during selective demolition operations.
WARRANTY
A.
Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during selective demolition, by methods and with materials so as not to void existing warranties.
PART 2 - PRODUCTS
2.1
REPAIR MATERIALS
A.
Use repair materials identical to existing materials.
1. If identical materials are unavailable or cannot be used for exposed surfaces, use
materials that visually match existing adjacent surfaces to the fullest extent possible.
2. Use materials whose installed performance equals or surpasses that of existing materials.
SELECTIVE ROOFING DEMOLITION
01732 - 2
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
B. Comply with material and installation requirements specified in individual Specification
Sections.
PART 3 - EXECUTION
3.1
3.2
33
EXAMINATION
A.
When unanticipated mechanical. electrical, or structural elements that conflict with intended
function or design are encountered, investigate and measure the nature and extent of conflict.
Promptly submit a written report to Architect.
B.
Perform surveys as the Work progresses to detect hazards resulting from selective demolition
activities.
UTILITY SERVICES
A.
Existing Utilities: Maintain services indicated to remain and protect them against damage
during selective demolition operations.
B.
Do not interrupt existing utilities serving occupied or operating facilities unless authorized in
writing by Owner and authorities having jurisdiction. Provide temporary services during
interruptions to existing utilities. as acceptable to Owner and to authorities having jurisdiction.
1. Provide at least 48 hours' notice to Owner if shutdown of service is required during
changeover.
C.
Utility Requirements: Refer to Division 15 and 16 Sections for shutting off, disconnecting,
removing, and sealing or capping utilities. Do not start selective demolition work until utility
discon11ecting and sealing have been completed and verified in writing.
PREPARATION
A.
Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of chemicals.
gases, explosives, acids, flammables, or other dangerous materials before proceeding with
selective demolition operations.
B.
Site Access and Temporary Controls: Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads, streets, walks. walkways, and other
adjacent occupied and used facilities.
1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used
facilities without permission from Owner and authorities having jurisdiction. Provide
alternate routes around closed or obstructed traffic ways if required by governing
regulations.
2. Erect temporary protection, such as walks, fences, railings. canopies, and covered
passageways, where required by authorities having jurisdiction.
SELECTIVE ROOFING DEMOLITION
01732 - 3
3.4
BOZEMAN WASTE WATER
TREATMENT F AClLITY RE-ROOF
3. Protect existing site improvements, appurtenances, and landscaping to remain.
4. Erect a plainly visible fence around drip line of individual trees or around perimeter drip
line of groups of trees to remain.
SELECTIVE DEMOLITION
A.
General: Demolish and remove existing construction only to the extent required by new
construction and as indicated. Use methods required to complete the Work within limitations of
governing regulations and as follows:
I . Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
2. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and
promptly dispose of off.site.
3. Remove structural framing members and lower to ground by method suitable to avoid
free fall and to prevent ground impact or dust generation.
4. Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls, floors, or framing.
5. Dispose of demolished items and materials promptly.
6. Return elements of construction and surfaces that are to remain to condition existing
before selective demolition operations began.
B.
Existing Facilities: Comply with building manager's requirements for using and protecting
elevators, stairs, walkways, loading docks, building entries, and other building facilities during
seJective demolition operations.
c.
Removed and Reinstalled Items: Comply with the following:
I. Clean and repair items to functional condition adequate for intended reuse.
2. Reinstall items in locations indicated. Comply with installation requirements for new
materials and equipment. Provide connections, supports, and miscellaneous materials
necessary to make item functional for use indicated.
D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling
during selective demolition. When permitted by Architect, items may be removed to a suitable,
protected storage location during selective demolition and reinstalled in their original locations
after selective demolition operations are complete.
E. Roofing: Remove no more existing roofmg than can be covered in one day by new roofmg.
Refer to applicable Division 7 Section for new roofing requirements.
3.5 DISPOSAL OF DEMOLISHED MATERIALS
~'"...
A. General: Promptly dispose of demolished materials. Do not allow demolished materials to
accumulate on-site.
B. Burning: Do not bum demolished materials.
c. Disposal: Transport demolished materials off Owner's property and legally dispose ofthem.
SELECTIVE ROOFING DEMOLITION
01732 - 4
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
3.6 ASBESTOS TEST REPORT AND OSHA INFORMATION
A. Immediately following this Section, find the PLM Report Summary (asbestos test report) and
OSHA Asbestos Advisor information.
B. Lab No. 002577..001 and 002577-003 on the PLM Report Summary refer to samples taken from
the digester roofs. These roofs were replaced in 2002 and are not part of this project. Lab No.
002577-002 refers to the Administration/Control Building roof that will be replaced under this
project.
END OF SECTION 01732
JI.'ij;,
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SELECTIVE ROOFING DEMOLITION
01732-5
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PLM REPORT SUMMARY
.4TC A.rsociaJes, Inc.
6746 S_ Revere Pkwy.. S~ 180
Englewood. CO 80112-6708 (303) 79~lOO
N\'LAP ~ Code 102031
AlHALab Cod" 101536
Oimt:
Morrison MaiQt1e
Batch No. :
002577
Project : Boze~n WWTP Roof
aicm Project No.: 50560
ATCIob No.: 35,08181.3536
RcportDam: 12/241200
Smple Date: 12'1312001
Identification
Test Method:
ASbes1os. Bulk Sample Analysis
Pol..rized Light Microscopy / Dispersion Staining (PLMIOS)
EPA Method 6001R-93/116
Page 1 of 2
0lIl J;l..'211200 I. fJllU (3) bll111: m&terialllAm9]el' '*CJ" submju4 by 10m HeuIW fot ..,ba,U), ......J)'ftS by PLMlDS. ,
Copies "rille 1.b 4o.&a sh~ "" ~d; ...ddi.1ioul W"....."". noay be fi>-..l ~ Thll .'u"JL. _ ~.d "1",*:
Oicnl No.
Lab No.
S~ple DescriptiOll./ Location
Asbc&'tos ConteDt
BZ.MN'-WWTP-uPPEll 002577..001 Roofmg MateO.,}
D I? .ed'fer
I 8% CMysotik
I (None Den::ctcd-RoofPaiDI (Silv.))
(5% OlIysoti1e-RDofTar)
(10% Otty3otlle-Roofin, Fdt)
BZMN-WWTP-LOWER 002577-002 Roofing M:ttcri21
.,f'4P1J;" / ev.~,1- 0 I 8/4
2% Chrysotilc
(None Deteeted-RDofPaUrt (Silv.) )
(5% Chrysotilc-RoofTar)
(<1% Otrysou1e-ltoofMcmbr.me)
BZMN-WWTP-DOME 002577-003 Roofing Matmal
Di'jt7f/err
8% Cbrywtile
I (None Detccted.RoofP;Unt (Silv.))
(5% Chrysotile-RoofTar)
(10% Cbrysoti.Jb.;.R.oof Mc:mbrazll~)
'"
The"" ..mpl~I...nt: 1IJla1y%Cd by I.yrl'l\. Spccitic l.yet or CO_OIlCllt ...,b~=I.O. c:.olllnt i. itlCl.iut.:d ...lIeu ",]'VllD~ Th. EPA ooasidcn I msttrial In be: ul~:nos
oouw..ira:; olLly ifil C"lltAi.u man: Ql&Il Olle: pCfUllt ..,u,,,.I.OS by Calibrac..d Vi..,oJ .ve. :E.ti.....tiotl (CV AE), EI'A "lw..uOIl.I al.o illdie:.1t that RllsuJ.-1a<l
"-be..... CDlllaiaiDc M..,.;:aI. (1ACM) _ _Dab "'b,oh. __ fiiobic "~_y be:CDmc mabl- - 1><0 1\lnIoM llI>..li~ by po;..t co-.Ii., wb..,. lb. ..nib U.obcaw
Ins tllll.ll. \ell. p...,.,,' ublllo. by CV AE. Our IAbe..tory' lIti!;t(:S r;v 1\1!, 011& rollon- blUil LIlli doe: I 110 t illcllldr point Wlll>~ l1li1... Illecific.ally ",q_~1td..
1ll.c n=ltJ ....y "et b. ftJ'7Od=ad ell",,!,l ill rullllDd u.0101d lIol be "oed .. a ,cop. ofwDtt: thyab..t.mftll wilhoul co~u1ti.n, willi ^ re.
PLM REPORT SUMMARY
ATe Associa~s. Inc.
6746 S. Revue Pkwy.. St.e 180
EnJIewood, CO 80112-6708 (303) 7~9-6100
. NVl..A.P Lab Code 102031
AlH.A Lab Code 101536
Qi011 ;
Morrison Maiane
BiIlCh No. :
002577
Project :
Bozeman WWTP Roof
ATC Job No. : 35.08181.3536
Report Date; 121241200
Sample Date: 1211312001
aiC'1l1 Project No.: 50:560
J t:'l,.,.m fic.arion
Test Method;
Asbestos. Bulk Siilmp~e Analysis
Polarized Ught MicroscoPY I Dispersion Staining (PLMlDS)
EPA MethOd 6001R~93/11e
Page 2 of 2
lLM AD.IVli" ~"hodoJo~" . ,.
PLM samples were analyzed utilizing 1heEnvironmcD.W PrOir:Ctian Agency's Test Method: Mclbod for the -."
Detcmrina1ion ot AsbestOs in Building Ma.tc:rials (EPA 6001R-93/l16. July, 1993) md the McCrone Research Instinne's
The Asbestos hrtide Atlas lIS method references. Additional ueatment and tcsls mil)' be required to ac.cur.d.dy define
composition (i.e. as!ling. cxttaCb0D6. a.cetone treatment, and TEM). All bulk sOlIDplc reportS are chc:e:ked and reviewed
three times. UouSed. portions of szmples arc archived for one year lIDless client re<JUestS spccial1\2l\illinC'
Floor tilesamplcs are mounted by a.ceronc exlr.lCtion, unless othcnvisc DOted in client report. Asbestos cont.mt of
mastic/adhesive is sepa:ntcd from total perecnl asbestOS md other uutcrials.
The nDn~c:teetioD. of asbestos fibers in floorUle by PLM is of itself inccrnclusivc. Coufirm;cion by Tn:n.s:mission Electron
Microscope: (TEM) is recommaHied for negmvc 1100T tile samples.
LabonatorY EQ~iDmeJIt
Laboratory malysis was a.ccoIOplishec1 utiliziDs lID Olympu! BH-2 pobriz.ed light microscope. The mit:roscope is
eqniwed with disp~o:n staining lenses.
o.2litv Control
ATe ASsociates. Ine. is accredited by NVLAP Bulk AsbestOs sample Qu2lity ~su'{ance Program (Lab Code 102031)
and AIHA (Lab Code 10771). ATe pllIticiplllCS in the NVLAP and A1HA Bulk AsbestOs Sample Quality A3mrance
ProiIams and m.,onuin!l; an in-house QC1QA prognm for bulk samples whereby 10% of aD submitted samples are
reanalyzed and documented in a Quality Control Manual. ATe also participates in .a qu."1Crly round robin QCJQA
program for bulk sunpJes wim sev-c:ral accredited laboratories throughout 'the United SUtl':6. Cuacm and past QClQA
program rcsuhs are available in the l;tborawI)' for mspectiOJl.
y.boratorv Perso""tl
Sil11\Ples were analyzed by Jdf Lommc., LabontoTY Supervisor. Mr. Lomme is a professiotW geologist who has
snccessfuDy completed the McCrone 1nstitutcs's ~ Advanced AsbestOs Identification" Course.
Approved Siguto
~W~f~\~
This re.pon J1TI,/.st Mot be used by the client to claim produCt tl7tdorsernent.~ by NVLAP or an agency of the US gowmment
This lest repons only to the items stared.
TOTAL
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OSHA ASBESTOS ADVISOR
Release 2.0 WIN
This session completed on December 26, 2001 11:20:19 AM
---------~~~~~~~----
~~--~----~------~--~
Results of Session with Tom Heinecke
With reference to the Bozeman Waste Water Treatment Plant
-------~~~~--~-~----
-~~--~-~---~--------
This report describes the results of an Asbestos Advisor session to obtain
guidance about a particular planned project.
THE PROJECT IS CLASS II ASBESTOS WORK
Your answers indicate that the proposed project involves the removal of asbestos
containing materials other than thermal system insulation or surfacing
materials. This is categorized as Class II asbestos work under the OSHA
Construction Standard. The OSHA Construction Standard specificies general
requirements for all Class II work and specific requirements for certain types
of Class II work. Alternative work practice requirements for roofing work are
detailed in 29 CFR 1926.1101(g) (11). The OSHA Asbestos Advisor report will
summarize general guidance for Class II work, followed by specific guidance for
appropriate types of Class II work based on your answers to questions about
types of work undertaken by your employees.
BASIC GUIDANCE FOR CLASS II ASBESTOS WORK
(1) Regulated area: A regulated area must be established around a Class II job
site. The regulated area must be demarcated in any manner that minimizes
exposure to asbestos both within and outside the area. Signs must be provided
and displayed. Signs must be comprehensible to employees. If critical
barriers or NPEs are used, this will be considered adequate methods of
demarcation.
(2) A competent person must supervise all jobs involving removal of asbestos-
containing thermal insulation or sprayed/troweled-on surfacing materials. A
competent person is an employee who is knowledgeable about construction safety
and health and who has received specialized training to identify asbestos
hazards, to select the best control strategy, and to take prompt action to
correct or eliminate problems. A competent person must make frequent and regular
inspections at least once during each work shift and upon employee request. The
supervisory duties of a competent personi-nclude:
- Set up the regulated area, enclosure or other containment;
- Ensure (by on-site inspection) the integrity of the enclosure or
containment;
- Set up procedures to control entry to and exit from enclosure and/or area;
- Supervise all employee exposure monitoring and ensure that
conducted;
it is
- Ensure that employees working within the enclosure and/or using glove bags
wear protective clothing and respirators;
- Ensure through on-site supervision that employees set up, use, and remove
engineering controls, use work practices and personal protective equipment;
- Ensure that employees use the hygiene facilities and observe the
decontamination procedures specified;
- Ensure that through on-site inspection, engineering controls are functioning
properly and employees are using proper work practices; and
- Ensure that notification requirements are met.
The competent person shall be trained in all aspects of asbestos removal and
handling, including abatement, installation, removal and handling; the contents
of the asbestos standards; the identification of asbestos; removal procedures,
where appropriate; and other practices for reducing the hazard. Such training
shall.be obtained in a comprehensive course.f.or"a supervisor..that.meets .the .
criteria of EPA's Model Accreditation Plan, a state-approved course, or a course
equivalent in stringency, content and length.
(3) An initial exposure assessment must be conducted by the competent person to
determine whether or not airborne asbestos fibers in excess of the permissible
exposure limits may he present. Daily air monitoring will be required unless a
negative exposure assessment is obtained. If no exposure monitoring is
performed you must assume that exposure exceeds the permissible exposure limits
and implement appropriate work practices.
(4) The employer shall provide respirators and ensure that they are used:
- during all Class II work where the ACM is not removed in a substantially
intact state;
during all Class II work which is not performed using wet methods;
- during all Class II work where the employer does not produce a negative
exposure assessment;
- during all Class II work where employees are exposed above
exposure limits;
the permissible
- in emergencies.
Where respirators are used, the employer shall select and provide the
appropriate respirator at no cost to the employee. The employer is require8 to
notify employees that each employee has the right to choose to be provided a
powered air purifying respirator in lieu of a negative pressure respirator,
provided such respirator provides adequate protection.
(5) Training: Building employees who perform Class II asbestos work that
requires use of critical barriers or negative pressure enclosures must have
completed a course equivalent in curriculum, training method, and length to the
EPA 4-day Model Accreditation Plan (MAP) worker training, and an annual B-hour
refresher course at no cost to the employee. For work with asbestos containing
material involving roofing materials, flooring materials, siding materials,
ceiling tiles, or transite panels, training shall include specific work
practices and engineering controls which specifically relate to that category.
Such ,course shall include "hands-on" training and shall take at least B hours.
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An employee who works with more than one category of the materials listed above
shall receive training applicable to each of the categories of materials and
work practices applicable to his/her work. For other Class II operations,
training shall additionally include the specific work practices and engineering
controls set forth in the standard which relate to that category and shall
include "hands- on" training. Training must be comprehensible to employees.
The employer must make reasonable accomodations for language and reading
,abilities of workers. A knowledgeable person must be available during training
to answer questions. Detailed training requirements are listed in 29 CFR
1926.1101 (k) (9) .
(6) Eating, drinking, smoking, chewing tobacco or gum, and applying cosmetics
shall not be allowed in the work area.
(7) Engineering controls and work practices must include wet methods, HEPA
vacuuming, prompt clean-up and disposal of debris, use of impermeable
dropcloths, and HVAC isolation system are required. Also, one or more of the
following control methods must be used: negative pressure enclosure, glove
bags, negative pressure glove bags, negative pressure glove boxes, a water spray
process, or mini-enclosures. If employees are working in areas adjacent to the
regulated area while Class II work is being done, critical barriers must be used
for indoor regulated areas or some other isolation method to prevent the spread
of airborne asbestos.
Additional work practices are mandated for (1) removal of vinyl tile, (2)
removal of asbestos~containing roofing materials, (3) removal of cementitious
siding, shingles, or transite panels, (4) removal of asbestos containing
gaskets, and (5) removal of other asbestos containing materials defined as Class
II asbestos work. The Asbestos Advisor will provide specific work practice
guidance relevant to the appropriate type of work based on your answers.
Detailed requirements may be found in 29 CFR 1926.1101(g).
(B) The following work practices must be prohibited: use of high speed abrasive
disk saws without HEPA-filtered exhaust, use of compressed air without a capture
device, dry sweeping/shoveling, employee rotation to circumvent permissible
exposure limits.
(9) Medical surveillance: Medical surveillance is required for all workers who,
for a combined total of 30 days or more, do this type of work or who must wear a
negative pressure air purifying (quarter- or half-mask type) respirator.
Excluded from the 30-day count are days in which less than one hour is spent
doing Class II or III work on intact material when required work practices are
followed.
/'
Alternative work practices apply to certain roofing operations as specified in
29CFR1926.1101(g) (11). If you indicate that your employees do such work, a
summary of these requirements will be added to the report.
Additional requirements apply if a negative exposure assessment is not obtained.
NEGATIVE EXPOSURE ASSESSMENT OBTAINED
Your answers indicate that an initial exposure assessment has demonstrated that
expected employee exposure will be below the PELs (a negative exposure
assessment). Therefore, additional asbestos work requirements for situations
wpere the PELS are exceeded do not apply.
3
ADDITIONAL CONTROLS FOR CLASS II WORK INVOLVING REMOVAL OF ROOFING MATERIAL
The Construction standard provides alternative methods of compliance for
installation, removal, repair, and maintenance of certain roofing materials.
Not withstanding any other required method of compliance, an employer who
complies with all of the following provisions when installing, removing,
repairing, or maintaining intact pipeline asphaltic wrap, roof cements,
mastics, coatings, or flashings whi-ch contain asbestos fibers encapsulated or
coated by bituminous or resinous compounds shall be deemed to be in
compliance.
(1) Before work begins and as needed during the job, a competent person who is
capable of identifying asbestos hazards in the workplace and selecting the
appropriate control strategy for asbestos exposure, and who has the authority to
take prompt corrective measures to eliminate such hazards, shall conduct an
inspection of the worksite and determine that the roofing material is intact an
will likely remain intact;
(2) All
shall be
asbestos
employees performing work involving
trained in a training program that
work employee training;
the removal of roo~ing material
meets the requirements for Class II
(3) The material shall not be sanded, abraded, or ground. Manual methods which
do not render the material non-intact shall be used;
(4) Material that has been removed from a roof shall not be dropped or thrown
to the ground. unless the material is carried or passed to the ground by had,
it shall be lowered to the ground vial covered, dust-tight chute, crane or
hoist. All such material shall be removed from the roof as soon as is
practicable, but in any event no later than the end of the work shift;
(5) Where roofing products which have been labeled as containing asbestos are
installed on non- residential roofs, the employer shall notify the building
owner of the presence and location of such materials no later than the end of
the job.
(6) All removal or disturbance of pipeline asphaltic wrap shall
using wet methods.
be performed
If an employer does not comply with all provisions above, or if during the
course of the job the material does not remain intact, the following provisions
apply instead:
/
(1) Roofing material shall be removed in an intact state to the extent
feasible;
(2) Wet methods shall be used to remove roofing materials that are not intact,
or that will be rendered not intact during removal, unless such wet methods are
not feasible or will create safety hazards. (E.g., it is not required that ACM
on sloped roofs be wetted when the competent person determines that wetting the
shingles would create slipping and falling hazards.) Respirators need not be
worn during removal of ACM from sloped roofs when a negative exposure assessment
has been made and the ACM is removed in an intact state.
(3) Cutting machines shall be continuously misted during use, unless a
competent person determines that misting substantially decreases worker safety.
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(4) When removing built-up roofs with asbestos-containing roofing felts and an
aggregate surface using a power roof cutter, all dust resulting from the cutting
operation shall be collected by a HEPA dust collector, or shall be HEPA vacuumed
by vacuuming along the cut line. When removing built-up roofs with asbestos-
containing roofing felts and a smooth surface using a power roof cutter, the
dust resulting from the cutting operation shall be collected either by a HEPA
dust collector or HEPA vacuuming along the cut line, or by gently sweeping and
then carefully and completely wiping up the still-wet dust and debris left along
the cut line. The dust and debris shall be immediately bagged or placed in
covered containers.
(5) Asbestos-containing material that has been removed from a roof shall not be
dropped or thrown to the ground. Unless the material is carried or passed to
the ground by hand, it shall be lowered to the ground via covered dust-tight
chute, crane or hoist: Any ACM that is not intact shall be lowered to the
ground as soon as is practicable, but in any event no later than the end of the
work shift; while the material remains on the roof it shall either be kept wet,
placed in an impermeable waste bag, or wrapped in plastic sheeting; intact ACM
shall be lowered to the ground as soon as is practicable, but in any event no
later than the end of the work shift.
(6) Upon being lowered, unwrapped material shall be transferred to a closed
receptacle in such manner so as to preclude the dispersion of dust;
(7) Roof level heating and ventilation air intake sources shall be isolated or
the ventilation system shall be shut down.
(B) Notwithstanding any required method of compliance, removal or repair of
sections of intact roofing less than 25 square feet in area does not require use
of wet methods or HEPA vacuuming as long as manual methods which do not render
the material non-intact are used to remove the material and no visible dust is
created by the removal method used. In determining whether a job involves less
than 25 square feet, the employer shall include all removal and repair work
performed on the same roof on the same day.
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BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
SECTION 01770 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout,
including, but not limited to. the following:
1. Inspection procedures.
2. Project Record Documents.
3. Operation and maintenance manuals.
4. Warranties.
5. Instruction of Owner's personnel.
6. Final cleaning.
1.3 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on
the list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar
releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals. and
similar [mal record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated by
Owner. Label with manufacturer's name and model number where applicable.
7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's
personnel of changeover in security provisions.
8. Complete startup testing of systems.
9. Submit testladjustlbaIance records.
10. Terminate and remove temporary facilities from Project site, along with mockups.
construction tools, and similar elements.
11. Advise Owner of changeover in heat and other utilities.
CLOSEOUT PROCEDURES
01770 - 1
BOZEMAN WASTE WATER
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12. Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
13. Complete final cleaning requirements, including touchup painting.
14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
B.
Inspection: Submit a written request for inspection for Substantial Completion. On receipt of
request, Architect will either proceed with inspection or notify Contractor of unfulfilled
requirements. Architect will prepare the Certificate of Substantial Completion after inspection
or will notify Contractor of items, either on Contractor's list or additional items identified by
Architect, that must be completed or corrected before certificate will be issued.
1.
Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
Results of completed inspection will form the basis of requirements for Final
Completion.
2.
1.4 FINAL COMPLETION
A.
Preliminary Procedures: Before requesting final inspection for determining date of Final
Completion, complete the following:
1. Submit a final Application for Payment according to Division 1 Section "Payment
Procedures. "
2. Submit certified copy of Architect's Substantial Completion inspection list of items to be
completed or corrected (punch list), endorsed and dated by Architect. The certified copy
of the list shall state that each item has been completed or otherwise resolved for
acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
4. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,
Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.
Architect will prepare a fmal Certificate for Payment after inspection or will notify Contractor
of construction that must be completed or corrected before certificate will be issued.
1. Reinspection: Request reinspection when the Work identified in previous inspections as
incomplete is completed or corrected.
1.5
LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A.
Preparation: Submit three copies of list. Include name and identification of each space and area
affected by construction operations for incomplete items and items needing correction
including, if necessary, areas disturbed by Contractor that are outside the limits of construction.
Use Architects Form included at end of this section.
CLOSEOUT PROCEDURES
01770 - 2
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1. Organize list of spaces in sequential order, starting with exterior areas fITst and
proceeding from lowest floor to highest floor.
2. Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
3. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Page number.
1.6
PROJECT RECORD DOCUMENTS
A.
General: Do not use Project Record Documents for construction purposes. Protect Project
Record Documents from deterioration and loss. Provide access to Project Record Documents
for Architect's reference during normal working hours.
B.
Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract
Drawings and Shop Drawings.
1. Mark Record Prints to show the actual installation where installation varies from that
shown originally. Require individual or entity who obtained record data, whether
individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up
Record Prints.
a. Give particular attention to information on concealed elements that cannot be
readily identified and recorded later.
b. Accurately record information in an understandable drawing technique.
c. Record data as soon as possible after obtaining it. Record and check the markup
before enclosing concealed installations.
d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing
actual physical conditions, completely and accurately. Where Shop Drawings are
marked, show cross-reference on Contract Drawings.
2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish
between changes for different categories of the Work at the same location.
3. Mark important additional information that was either shown schematically or omitted
from original Drawings.
4. Note Construction Change Directive numbers, Change Order numbers, alternate
numbers, and similar identification where applicable.
5. IdentifY and date each Record Drawing; include the designation "PROJECT RECORD
DRA WlNG" in a prominent location. Organize into manageable sets; bind each set with
durable paper cover sheets. Include identification on cover sheets.
C. Record Specifications: Submit one copy of Project's Specifications, including addenda and
contract modifications. Mark copy to indicate the actual product installation where installation
varies from that indicated in Specifications, addenda, and contract modifications.
1. Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
CLOSEOUT PROCEDURES
01770 - 3
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
2. Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
3. Note related Change Orders, Record Drawings, and Product Data, where applicable.
D. Record Product Data: Submit one copy of each Product Data submittal. Mark one set to
indicate the actual product installation where installation varies substantially from that indicated
in Product Data.
1. Give particular attention to information on concealed products and installations that
cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in
manufacturers written instructions for installation.
3. Note related Change Orders, Record Drawings, and Record Specifications, where
applicable.
1.7 OPERATION AND MAINTENANCE MANUALS
A. Assemble a complete set of maintenance data indicating the required maintenance and
warrantee information. Include operation and maintenance data required in individual
Specification Sections and as follows:
1. Maintenance Data:
a. Manufacturer's information, including list of spare parts.
b. Name, address, and telephone number oflnstaller or supplier.
c. Maintenance procedure if any.
d. Copies of warranties and bonds.
B. Organize the maintenance manual and warranty information into a suitable manageable size.
Identify each binder on front and spine with the printed title "OPERATION AND
MAINTENANCE MANUAL," Project name, and subject matter of contents.
1.8 WARRANTIES
A. Submittal Time: Submit written warranties for designated portions of the Work where
commencement of warranties other than date of Substantial Completion is indicated.
B. Organize warranty documents into an orderly sequence based on the table of contents of the
Project Manual.
PART 2 - PRODUCTS
2.1
FINAL CLEANING
A.
General: Provide fmal cleaning. Conduct cleaning and waste-removal operations to comply
with local laws and ordinances and Federal and local environmental and antipollution
regulations.
CLOSEOUT PROCEDURES
01770-4
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BOZEMAN W ASlE WATER
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B. Cleaning: Employ experienced workers or professional cleaners for fInal cleaning.
C. Comply with safety standards for cleaning. Do not bum waste materials. Do not bury debris or
excess materials on Owner's property. Do not discharge volatile, hannful, or dangerous
materials into drainage systems. Remove waste materials from Project site and dispose of
lawfully.
END OF SECTION 01770
CLOSEOUT PROCEDURES
01770 - 5
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TREATMENT FACILITY RE-ROOF
SECTION 06100 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Framing with dimension lumber.
1.2 DEFINITIONS
A. Rough Carpentry: Carpentry work not specified in other Sections and not exposed, unless
otherwise indicated.
PART 2 - PRODUCTS
2.1 WOOD-PRESERV A TIVE- TREATED MATERIALS
A. Preservative Treatment by Pressure Process: A WPA C2 (lumber) except that lumber that is not
in contact with the ground and is continuously protected from liquid water may be treated
according to A WP A C31 with inorganic boron (SBX).
B. Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber. Do
not use material that is warped or does not comply with requirements for untreated material.
C. Mark each treated item with the treatment quality mark of an inspection agency approved by the
American Lumber Standards Committee Board of Review.
2.2 DIMENSION LUMBER
A. General; Provide dimension lumber of grades indicated according to the American Lumber
Standards Committee National Grading Rule provisions of the grading agency indicated.
2.3 MISCELLANEOUS LUMBER
A. General: Provide lumber for support or attachment of other construction, including the
following:
1. Blocking.
2. Cants.
3. Nailers.
4. Furring.
S. Grounds.
ROUGH CARPENTRY
06100 - 1
BOZEMAN W ASTE WATER
TREATMENT FACILITY RE-ROOF
2.4
FASTENERS
A.
General: Provide fasteners of size and type indicated that comply with requirements specified
in this Article for material and manufacture.
1. Where rough carpentry is exposed to weather, in ground contact, or in area of high
relative humidity, provide fasteners with hot-dip zinc coating complying with
ASTM A 153/A 153M.
B. Nails, Brads, and Staples: ASTM F 1667.
C. Power-Driven Fasteners: CABO NER-272.
D. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with
capability to sustain, without failure, a load equal to 6 times the load imposed when installed in
unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as
determined by testing per ASTM E 488 conducted by a qualified independent testing and
inspecting agency.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and
fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit.
Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for
attaching other construction.
B. Do not use materials with defects that impair quality of rough carpentry or pieces that are too
small to use with minimum number of joints or optimum joint arrangement.
C. Apply field treatment complying with A WP A M4 to cut surfaces of preservative-treated lumber
and plywood.
END OF SECTION 06100
ROUGH CARPENTRY
06100 - 2
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TREA lMENT FACILITY RE-ROOF
SECTION 07531 ~ TPO SINGLE-PLY MEMBRANE ROOFING
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this section.
1.2 SUMMARY
A. This Section includes the following:
1. Adhered membrane sheet roofing system.
2. Vapor Retarder
3. Roof insulation.
4. Walkway pads.
1.3 DEFINITIONS
A. Roofing Terminology: Refer to ASTM D 1079 and glossary ofNRCA's "The NRCA Roofing
and Waterproofing Manual" or definition of terms related to roofmg work not otherwise defined
in this Section.
B. Design Uplift Pressure: The uplift pressure, calculated according to procedures in SPRI's
"Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roofmg Systems",
before multiplication by a safety factor.
C. Factored Design Uplift Pressure: The uplift pressure, calculated according to procedures in
SPRI's "Wind Load Design Guide for Fully Adhered and Mechanically Fastened Roo:fmg
Systems", after multiplication by a safety factor.
1.4 PERFORMANCE REQUIREMENTS
A. General: Install sheet membrane roofing and base flashing that remain watertight; will not
permit the passage of liquid water; and will withstand wind loads, thermally induced movement,
and exposure to weather without failure.
B. Material Compatibility: Provide roofmg materials that are compatible with one another under
conditions of service and application required, as demonstrated by roofing system manufacturer
based on testing and field experience.
C. FM Listing: Provide sheet membrane, base flashings, and component materials that meet
requirements of FM 4450 and FM 4470 as part of a roofing system and that are listed in FM's
"Approval Guide" for Class 1 or noncombustible construction, as applicable. Identify materials
with FM markings.
1. Roofing system shall comply with the following:
a. Fire I Windstorm Classification: Class1A-90
TPO SINGLE-PLY MEMBRANE ROOFING
07531 - 1
BOZEMAN WASTE WATER
TREATMENT FACILITY RE-ROOF
1.5 SUBMITTALS
A. Product Data: For each type of roofing product specified. Include data substantiating that
materials comply with requirements.
I. Provide data supporting all materials submitted for complete system are compatible with
other components providing a fully compatible roofmg system approved by the
membrane manufacturer and will meet all warranty requirements.
B. Shop Drawings: Include plans, sections and details of the following:
I. Insulation layout showing material layout and all areas proposed for tapered insulation.
2. Membrane layout showing walk-pad locations.
3. Base flashings and membrane terminations.
4. Typical membrane details at seams, vertical joints, reinforced areas at penetrations and
curbs, walk-pads, etc.
5. Mechanical penetrations, mechanical curb details, roof edge and wall edge details.
C. Samples for Verification: Three samples of each:
I. 12-by-12-inch square sheet of roofing - provide thickness and color specified.
2. T-shaped side and end lap seam sample of adequate size to verify seam-welding
condition.
3. 12-by-12-inch square section of proposed walk-pad material.
D. Manufacturer Certificates: Signed by roofing manufacturer certifying that the roofing system
complies with requirements specified in the "Performance Requirements" Article. Upon
request, submit evidence of meeting requirements.
E. Maintenance Data: For roofing system to include in the maintenance manuals specified in
Division I.
F. Warranty: Sample copy of roofing system manufacturer's warranty stating obligations,
remedies, limitations, and exclusions of the warranty. Be aware this submittal must reflect the
roofing system warranty requirements outlined elsewhere in this Specification Section.
G. Inspection Report: Copy of roofing system manufacturer's inspection report upon completion
of installation.
1.6 QUALITY ASSURANCE
A. Installer Qualifications: Engage an experience installer to perform work of this section who has
specialized in installing roofing similar to that required for this Project and who is approved,
authorized, or licensed by the roofmg system manufacturer to install the proposed roofing
membrane product.
I. Provide manufacturer's letter of certification stating the installer is certified to install the
proposed product. Letter must be dated within the past twelve months.
TPO SINGLE-PLY MEMBRANE ROOFING
07531 - 2
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B. Fire- Test-Response Characteristics: Provide roofing materials with the rrre-test-response
characteristics indicated as detennined by testing identical products per test method indicated
below by UL, FM, or another testing and inspecting agency acceptable to authorities having
jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting
agency.
1. Exterior Fire-Test Exposure: Class A; ASTM E 108, for application and slopes
indicated.
2. Fire-Resistance Ratings: ASlM E 119, for fire-resistance-roofrated assemblies of which
roof system is a part.
C. Pre-Installation Conference: Before proceeding with installation of roofing system, conduct a
conference at the project site. Review proposed methods and installation procedures related to
roofing system installation including, but not limited to, the following:
1. Meet with Owner, Architect, testing and inspecting agency representative, roofing
installer, roofing system manufacturer's representative, and installers whose work
interfaces with or affects roofmg including installers of roof accessories and roof-
mounted equipment.
2. Review methods and procedures related to roofmg installation, including manufacturer's
written instructions.
3. Examine deck substrate conditions and fmishes for compliance with requirements.
4. Review structural loading limitations of roof deck during and after roofmg.
5. Review base flashings, special roofing details, roof drainage, roof penetrations,
equipment curbs, and condition of other construction that will aff~t roofing system.
6. Review temporary protection requirements for roofmg system during and after
installation.
7. Review governing regulations and requirements for insurance and certificates if
applicable.
8. Review roof observation and repair procedures after roofing installation.
9. Review roofing system warranty requirements.
10. Review and finalize construction schedule and verify availability of materials, installer's
personnel, equipment and facilities needed to make progress.and avoid delays.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Deliver roofing materials to Project site in original containers with seals unbroken and labeled
with manufacturers name, product brand name and type, date of manufacture, and directions for
storing and mixing with other components.
B. Store liquid materials in their original undamaged containers in a clean, dry, protected location
and within the temperature range required by roofmg system manufacturer. Protect stored
liquid material from direct sunlight.
1. Discard and legally dispose of liquid material that cannot be applied within its stated
shelf life.
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C. Protect roof insulation materials from physical damage and from deterioration by sunlight,
moisture, soiling, and other sources. Store in a dry location. Comply with insulation
manufacturer's written instructions for handling, storing, and protecting during installation.
D. Handle and store roofing materials and place equipment in a manner to avoid permanent
deflection of deck.
1.8 PROJECT CONDITIONS
A. Weather Limitations: Proceed with roofing work only when existing and forecasted weather
conditions permit roofing to be installed according to manufacturers' written instructions and
warranty requirements.
1.9 WARRANTY
A. General warranties specified in this article shall not deprive the Owner of other rights the
Owner may have under other provisions of the Contract Documents and shall be in addition to,
and run concurrent with, other warranties made by the Contractor under requirements of the
Contract Documents.
B. The roofing system manufacturer's representative shall inspect the installation of the roofing
system during the construction phases and, upon completion, for their approval and warranty of
the roofing system.
I. Upon final inspection by the roofing system manufacturer's representative shall prepare a
written report documenting the installation, final corrections necessary for acceptance of
the system for warranty purposes, and required warranty documentation.
C. Total System Manufacturer's No-Dollar-Limit Warranty: Submit a written warranty, without
monetary limitation, signed by roofing system manufacturer agreeing to promptly repair leaks
resulting from defects in materials, or workmanship for the following period:
1. Warranty Period: 20 years, non-prorated.
2. The Roofing Manufacturer shall approve the roofing system insulation system and may
require changes in the system to comply with their warranty requirements.
3. The Roofing Manufacturer shall provide the Owner with a regular maintenance program
for the Owner to follow during the warranty period. The Owner shall follow the regular
maintenance program to maintain the roof warranty in force.
4. In the event of a roof leak, the Owner shall notify the Roofing Manufacturer's Warranty
Service Department by telephone so that a quick response can be arranged. Secondly, the
Roofing Manufacturer must be notified in writing within thirty (30) calendar days in
order to meet the terms and conditions of the W8lT3llty. CAUTION: Reoortintt a roof
leak, or other system problem. to the Manufacturer's LiCCJlsed Applicator (installer) or
enlisting their service to investitmte or repair a problem does n9tc;gtl$titute notification to
the Roofing System Manufucturer.
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07531 - 4
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PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
I. TPO Single Ply Sheet:
a. Firestone Building Products Co.
b. GAF Materials Corporation
c. JP Stevens Corporation
d. GenFlex. Roofing Systems; GenCorp Polymer Products.
2. Polyisocyanurate Board Insulation:
a. Firestone Building Products Co.
b. GAF Materials Corp.
c. Apache Products Co.
d. Atlas Roofing Corporation.
e. Celotex Corp. (The).
2.2 TPO SHEET
A. TPO Sheet: Uniform, flexible sheet formed from a scrim reinforced thermoplastic polyolefin
polymer, complying with ASTM D 4637, Type I, of the following grade, class, thickness, and
exposed face color:
I. Grade and Class: Grade 1 and Class U, reinforced sheet.
2. Thickness: 60 mils (1.5 mm), nominal.
a. Ultimate elongation (ASTM D 412): 500 percent
b. Brittleness test (ASTM D 2137): Minus 49 deg F.
c. Tear strength (ASTM D 751 procedure B): 551bf.
d. Breaking strength (ASTM D 751 Grab Method): 225 tbf.
e. Dimensional stability, % change max. (ASTM D 1204 6 hrs @ 176 deg. F / 80
deg. C) White color: 0.2%
f. Water absorption (ASTM D 471): +/-1%
g. Ozone resistance (ASTM D 1149) PASS
h. Weather resistance (Xenon arc ASTM G 26) PASS
1. Puncture resistance (FTM 101 B, Method 2031) 250 Ibf.
3. Provide systems for warranty wind speed of eighty (80) miles per hour.
4. Exposed Face Color: Gray (Standard color).
2.3 AUXILIARY MATERIALS
A. General: Furnish auxiliary materials recommended by roofmg system manufacturer for
intended use and compatible with TPO membrane roofing.
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07531 - 5
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B.
Sheet Flashing: 60~mil- (I .5~nHn-) thick TPO membrane, uncured or cured, according to
application. Flashing may be preformed or field fabricated to meet requirements for roof
penetrations.
c.
Bonding Adhesive: Manufacturer's standard bonding adhesive.
D.
Sealants: Sealants not a part of the roofing manufacturer's system shall be compatible with the
manufacturer's materials and applied according to manufacturer's instructions.
E.
Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting corrosion-
resistance provisions of FM 4470, designed for fastening sheet to substrate, and acceptable to
roofing system manufacturer.
F.
Miscellaneous Accessories: Provide edge metal systems, metal termination bars, metal battens,
fasteners, pourable sealers, preformed cone and vent sheet flashings, preformed inside and
outside comer sheet flashings, T -joint covers, termination reglets, solvents, and other
accessories.
INSULA nON MATERIALS
A.
General: Provide preformed roof insulation boards that comply with requirements, selected
from manufacturer's standard sizes and of thicknesses indicated.
I. Provide preformed, tapered insulation boards where indicated for sloping to drain.
Fabricate with the following taper:
a. 1/4 inch per 12 inches (] :48), unless otherwise indicated.
2. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes
where indicated for sloping to drain. Fabricate to slopes indicated.
B. Polyisocyanurate Board Insulation: (AC Foam II or equal) Rigid, cellular polyisocyanurate
thermal insulation with core formed by using HCFCs as blowing agents to comply with
ASTM C 1289, classified by facer type as follows:
I. Facer Type: Type II, felt or glass-fiber mat on both major surfaces.
INSULA nON ACCESSORIES
A.
General: Furnish roof insulation accessories recommended by insulation manufacturer for
intended use and compatible with sheet roofing material. Insulation system must be approved
for use with TPO membrane and meet warranty requirements.
B.
Adhesive for Bonding Insulation: Type recommended by insulation manufacturer and
complying with flTe resistant requirements.
c.
Mastic Sealer: Type recommended by insulation manufacturer for bonding edge joints and
filling voids.
TPO SINGLE-PLY MEMBRANE ROOFING
07531 - 6
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D. Vapor Barrier: Bitumen attachment at concrete deck: Apply primer to concrete, install hot
bitumen in sufficient quantity to totally cover deck surface (18-30 LRS/Sq.) as recommended by
manufacturer and the NRCA Roofing and Water Proofing Manual. Vapor barrier shall also seal
all roof penetrations air tight.
E. Provide system tested and approved for 1-90 wind uplift mting and installed in according to
current International Building Code requirements and full system warmnty. System shall
comply with all applicable FM and UL criteria.
F. Provide warranty for fun system installation as outlined previously in this section.
2.6 WALKWAYS
A. Walkway Pads: Factory-formed, nonporous, heavy-duty, TPO membrane, slip-resisting,
surface-textured walkway pads, approximately 1/8 inch thick, and acceptable to roofing system
manufacturer. Locate as indicated on drawings.
PART 3 - EXECUTION
3.1 EXAMINA nON
A. Contractor will be responsible for suitable substrate. Examine substrates, areas, and conditions
under which roofmg will be applied, with Installer present, for compliance with requirements.
All moisture saturated materials must be removed and substrate shall be made smooth and free
of debris, sharp edges, and other surface irregularities. Contractor to verifY substrate meets
moisture requirements for installation of roofmg system prior to proceeding with installation.
B. Verify location and size of all existing roof openings and penetrations. Inspect condition of all
existing equipment curbs and replace as necessary. Verify that roof drains are properly clamped
into position.
C. Verify that wood nailers are in place and secured and match thicknesses of insulation required.
D. Do not proceed with installation until unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrate of dust, debris, and other substances detrimental to roofing installation
according to roofing system manufacturer's written instructions. Remove sharp projections.
B. Prevent materials from entering and clogging roof drains and conductors and from spilling or
migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking
place or when rain is forecast.
C. Complete terminations and base flashings and provide temporary seals to prevent water from
entering completed sections of the roofing system at the end of the workday or when rain is
forecast. Remove and discard temporary seals before beginning work on adjoining roofing.
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3.3 BITUMEN VAPOR-RETARDER INST ALLA nON
A. Apply primer to concrete, instaIl hot bitumen in sufficient quantity to totally cover deck surface
(18-30 LRS/Sq.) as recommended by manufacturer and the NRCA Roofing and Water Proofing
Manual. Vapor barrier shaIl also seal all roof penetrations air tight.
3.4 INSULATION INSTALLATION
A. Coordinate instaIling roofing system components so insulation is not exposed to precipitation or
left exposed at the end of the workday.
B. Comply with roofmg system manufacturer's written instructions for installing roof insulation,
InstaIl insulation with long joints of insulation in a continuous straight line with end joints
staggered between rows, abutting edges and ends between boards. Fill gaps exceeding W' with
insulation.
C. Install tapered insulation under area of roofing to conform to slopes indicated and to Shop
Drawings.
D. Install one or more layers of insulation under area of roofing to achieve required thickness.
Where overall insulation thickness is 2 inches (50 mm) or greater, install required thickness in 2
or more layers with joints of each succeeding layer staggered from joints of previous layer a
minimum of6 inches (150 mm) in each direction.
E. Attached Insulation: Install each layer of insulation and secure to concrete deck using adhesive
recommended by insulation manufacturer. System must meet warranty requirements.
F. Treated Wood Stops: InstalI treated wood stops at roof edge to match roofing thickness. Attach
wood stops with mechanical fasteners as recommended by roofing manufacturer.
3.5 FULLY ADHERED TPO SHEET INST ALLA nON
A. Install TPO sheet over area to receive roofing according to roofing system manufacturer's
written instructions.
B. Start installation of sheet in presence of roofing system manufacturer's technical personnel.
C. Unroll roofing material and allow to relax per manufacturer's recommendations.
D. After placing sheet in its fmal position allowing for the minimum lap width per manufacturer
specifications, fold the sheet back evenly onto itself without wrinkles to expose the underside
mating surface of the sheet.
E. Sweep the mating surfaces with a stiff broom to remove any dusting agent or dirt that may have
accumulated
F. Apply bonding adhesive with either a 9" wide solvent-resistant paint roller or a commercial
grade adhesive sprayer. Adhesive must be applied in a relative uniform thickness to both
surfaces at approximately the same time. If adhesive is spray applied, it must be back rolled
with a paint roller to assure proper contact for coverage.
TPO SINGLE-PLY MEMBRANE ROOFING
07531 - 8
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G. Stop bonding agent short of seam area. Care must be taken to not apply bonding agent over an
area that is later to be splice to another sheet or flashing. All bonding agent must be completely
removed from the seam area.
H. Accurately align sheets and maintain unifonn side and end laps of minimum dimensions
required by manufacturer. Stagger end laps.
1. Clean seam areas, overlap sheets, and weld side and end laps of sheets and flashings according
to manufacturer's written instructions to ensure a watertight seam installation. Complete
welding of seams within twenty-four (24) hours of exposing TPO sheet or before curing of TPO
sheet has begun. Hot air of solvent.weld seams as standard with roofing system manufacturer.
1. Test lap edges with probe to verify seam weld continuity. Apply seam caulk to seal cut
edges of sheet membrane.
2. Repair tears, voids, and lapped seams in roofmg that does not meet manufacturer's
installation requirements.
J. Mechanically or adhesively fasten sheet securely at terminations and perimeter of roofing.
K. Apply roofing sheet with side laps shingled with slope of roof deck where possible.
L. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal roofing
sheet in place with clamping ring.
M. Through-Membrane Attachment: Secure the sheet with battens or plates and mechanically
fasten sheet to roof deck. Cover battens and fasteners with a continuous strip of sheet adhesive
tape.
3.6 FLASHING INSTALLATION
A. Install sheet flashings and prefonned flashing accessories and adhere to substrates according to
roofing system manufacturers written instructions.
I. Flash penetrations and field-fonned inside and outside comers with sheet flashing as
required by manufacturer.
2. Clean seam areas, overlap sheets, and finnly roll flashings into the adhesive. Weld side
and end laps to ensure a watertight seam installation. Complete welding of seams with
twenty-four hours of exposing TPO sheet or before curing ofTPO sheet has begun.
3. Test lap edges with probe to verify seam weld continuity. Apply seam caulk to seal cut
edges of sheet flashing.
4. Terminate and seal top of sheet flashings and mechanically anchor to substrate through
termination bars.
5. Install dense, closed-cell foam tubing to support membrane at expansion joints and
between incompatible materials.
6. Roofing installer is responsible to insure that all roof penetrations have been flashed and
sealed properly and that all roof drain clamping rinltS have been set properly and
clamping function has been tightened.
TPO SINGLE-PLY MEMBRANE ROOFING
07531 - 9
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3.7 WALKWAY INSTALLATION
A. Walkways: Install walkway products in locations indicated. Heat weld to membrane with
compatible adhesive according to roofing system manufacturer's written instructions.
3.8 FIELD QUALITY CONlROL
A. Final Roof Inspection: Arrange for roofmg system manufacturer's technical personnel to
inspect roofing installation on completion and submit report to Architect.
3.9 PROTECTING AND CLEANING
A. Protect sheet membrane roofmg from damage and wear during remainder of construction
period. When remaining construction will not affect or endanger roofing, inspect roofing for
deterioration and damage, describing its nature and extent in a written report, with copies to
Architect and Owner.
B. Correct deficiencies in or remove roofing that does not comply with requirements, repair
substrates, reinstall roofing, and repair sheet flashings to a condition free of damage and
deterioration at the time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures
recommended by manufacturer of affected construction.
END OF SECTION 07531
TPO SINGLE-PLY MEMBRANE ROOFING
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SECTION 07620 - SHEET METAL FLASHING AND TRIM
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes sheet metal flashing and trim in the following categories:
1. Roof-drainage systems.
2. Metal flashing.
3. Reglets.
PART 2 - PRODUCTS
2.1 METALS
A. Aluminum: Alloy and temper recommended by aluminum producer and finisher for type of use
and finish indicated and with not less than the strength and durability of alloy and temper
designated below:
1. TPQ Coated Aluminum Sheet: ASTM B 209 (ASTM B 20QM), 5005-H14, with a
minimum thickness of 0.050 inch ( 1.2 mm).
2. Anodized Aluminum Sheet: ASTM B 209 (ASTM B 209M), 5005-HI4, with a
minimum thickness of 0.050 inch (1.2 mm).
3. Factory-Painted Aluminum Sheet: ASTM B 209 (ASTM B 209M), 3003-H14, with a
minimum thickness of 0.040 inch (1.0 mrn), unless otherwise indicated.
B. Galvanized Steel Sheet: ASTM A 526, G 90 (ASTM A 526M, Z 275), commercial quality, or
ASTM A 527, G 90 (ASTM A 527M, Z 275), lock-forming quality, hot-dip galvanized steel
sheet with 0.20 percent copper, mill phosphatized where indicated for painting; not less than
0.0396 inch (1.0 111m) thick, unless otherwise indicated.
2.2 REGLETS
A. General: Units of type, material, and profile indicated, fonned to provide secure interlocking of
separate reglet and counterflashing pieces and compatible with flashing indicated.
B. Surface-Mounted Type: Provide with slotted holes for fastening to substrate, with neoprene or
other suitable weatherproofmg washers, and with channel for sealant at top edge.
C. Countertlashing Wind-Restraint Clips: Provide clips to be installed before countertlashing to
prevent wind uplift of the countertlashing lower edge.
1. Material: Aluminum, 0.024 inch (0.6 mm) thick.
2.3 MISCELLANEOUS MA TERlALS AND ACCESSORIES
SHEET METAL FLASHING AND TRIM
07620 - 1
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A. Solder: ASTM B 32, Grade Sn50, used with rosin flux.
B. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as recommended by
sheet metal manufacturer. Match fmish of exposed heads with material being fastened.
C. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar accessory
units as required for installation of Work, matching or compatible with material being installed;
noncorrosive; size and thickness required for performance.
D. Gutter Screen: 1/4-inch (6-mm) hardware cloth installed in sheet metal frames. Fabricate
screen and frame of same basic material as gutters and downspouts.
2.4 FABRICATION, GENERAL
A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with
recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design,
dimensions, metal, and other characteristics of the item indicated.
B. For metal flashings that require adherence ofTPO roofing membrane metal fabrication must use
TPO coated metal fabrication per roofing manufacturer's requirements.
C. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates and
result in waterproof and weather-resistant performance once installed. Verify shapes and
dimensions of surfaces to be covered before fabricating sheet metal.
D. Seams: Fabricate nonmoving seams in sheet metal with flat-lock seams. Tin edges to be
seamed, form seams, and solder.
E. Seams: Fabricate nonmoving seams in aluminum with flat-lock seams. Form seams and seal
with epoxy seam sealer. Rivet joints for additional strength.
2.5 SHEET METAL F ABRICA TIONS
A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance
requirements but not less than that listed below for each application and metal.
B. Exposed Trim, Gravel Stops, and Fascia: Fabricate from the following material:
1. TPO Coated Aluminum: 0.050 inch (J .2 mm) thick.
C. Counterflashing: Fabricate from the following material:
1. TPO Coated Aluminum (where required): 0.050 inch (1.2 mm) thick.
2. Aluminum: 0.0320 inch (0.8 mm) thick.
3. Aluminum-Zinc Alloy-Coated Steel: 0.0217 inch (0.55 nun) thick.
D. Drip Edges: Fabricate from the following material:
1. TPO Coated Aluminum (where required): 0.050 inch (1.2 mm) thick.
2. Aluminum: 0.0320 inch (0.8 111m) thick.
3. Aluminum-Zinc Alloy-Coated Steel: 0.02 J 7 inch (0.55 111m) thick.
E. Equipment Support Flashing: Fabricate from the following material:
SHEET METAL FLASHING AND TRIM
07620 - 2
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1. Aluminum-Zinc Alloy-Coated Steel: 0.0276 inch (0.7 mm) thick
2. Coil-Coated Galvanized Steel: 0.0276 inch (0.7 111m) thick.
F. Roof-Penetration Flashing: Fabricate from the following material:
1. Aluminum-Zinc Alloy-Coated Steel: 0.0276 inch (0,7 mm) thick.
2.6 ALUMINUM FINISHES
A. General: Comply with Aluminum Association's (AA) "Designation System for Aluminum
Finishes" for finish designations and application recommendations.
B. Where metal fabrication requires adherence of roofing membrane, metal shall be TPO coated
per roofing manufacturer's requirements. See drawings for locations.
C. High-Performance Organic Coating Finish: AA-CI2C42Rlx (Chemical Finish: cleaned with
inhibited chemicals; Chemical Finish: acid chromate-fluoride-phosphate conversion coating;
Organic Coating: as specified below). Prepare, pretreat, and apply coating to exposed metal
surfaces to comply with coating and resin manufacturer's instructions.
1. Fluoropolymer 2-Coat Coating System: Manufacturer's standard 2-coat, thermocured
system composed of specially fonnulated inhibitive primer and fluoropolymer color
topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight;
complying with AAMA 605.2.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed
and verify that Work may properly commence. Do not proceed with installation until
unsatisfactory conditions have been corrected.
3.2 INSTALLATION
A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with
performance requirements, manufacturer's installation instructions, and SMACNA's
"Architectural Sheet Metal Manual." Anchor units of Work securely in place by methods
indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and
set units true to line and level as indicated. Install Work with laps, joints, and seams that will be
permanently watertight and weatherproof.
B. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work Space
movement joints at maximum of 10 feet (3 m) with no joints allowed within 24 inches (610
mm) of corner or intersection. Where lapped or bayonet-type expansion provisions in Work
cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints
of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, filled with mastic sealant
(concealed within joints).
SHEET METAL FLASIDNG AND TRIM
07620 - 3
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C. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate elastomeric
sealant to comply with SMACNA standards. Fill joint with sealant and form metal to
completely conceal sealant.
D. Install reglets to receive counterflashing according to the following requirements:
1. Where reglets are shown in concrete, furnish reglets for installation under Division 3
Section "Cast-in-Place Concrete."
2. Where reglets are shown in masonry, furnish reglets for installation under Division 4
Section "Unit Masonry."
E. Counterflashings: Coordinate installation of counterflashings with installation of assemblies to
be protected by counterflashing. Installcounterflashings in reglets or receivers. Secure in a
waterproof manner by means of snap-in installation and sealant, lead wedges and sealant,
interlocking folded seam, or blind rivets and sealant. Lap counterflashing joints a minimum of
2 inches (50 mm) and bed with sealant.
END OF SECTION 07620
SHEET METAL FLASHING AND TRIM
07620 - 4
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SECTION 07920 - JOINT SEALANTS
PART 1 -GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes sealants for the following applications, including those specified by
reference to this Section:
B. This Section includes sealants for the following applications:
I. Exterior joints in the following vertical surfaces and nontraffic horizontal surfaces:
a. Joints between metal flashing and concrete.
b. Joints between different materials listed above.
c. Metal to metal applications.
2. Exterior joints in the following horizontal traffic surfaces:
a. Joints between metal flashing and concrete.
1.3 PERFORMANCE REQUIREMENTS
A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continuous
joint seals without staining or deteriorating joint substrates.
B. Provide joint sealants for interior applications that establish and maintain airtight and water-
resistant continuous joint seals without staining or deteriorating joint substrates.
1.4 SUBMITTALS
A. Product Data: For each joint-sealant product indicated.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: An experienced installer who has specialized in instalIingjoint sealants
similar in material, design, and extent to those indicated for this Project and whose work has
resulted in joint-sealant installations with a record of successful in-service performance.
JOINT SEALANTS
07920 - 1
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1.6 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials to Project site in original unopened containers or bundles with labels
indicating manufacturer, product name and designation, color, expiration date, pot life, curing
time, and mixing instructions for multicomponent materials.
B. Store and handle materials in compliance with manufacturer's written instructions to prevent
their deterioration or damage due to moisture, high or low temperatures, contaminants, or other
causes.
1.7 PROJECT CONDITIONS
A. Environmental Limitations: Do not proceed with installation of joint sealants under the
following conditions:
1. When ambient and substrate temperature conditions are outside limits permitted by joint
sealant manufacturer.
2. When ambient and substrate temperature conditions are outside limits permitted by joint
sealant manufacturer or are below 40 deg F (4.4 deg C).
3. When joint substrates are wet.
B. Joint-Width Conditions: Do not proceed with installation of joint sealants where joint widths
are less than those allowed by joint sealant manufacturer for applications indicated.
C. Joint-Substrate Conditions: Do not proceed with installation of joint sealants until contaminants
capable of interfering with adhesion are removed from joint substrates.
1.8 WARRANTY
A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other
rights Owner may have under other provisions of the Contract Documents and shall be in
addition to, and run concurrent with, other warranties made by Contractor under requirements
of the Contract Documents.
PART 2 - PRODUCTS
2.1 PRODUCTS AND MANUFACTURERS
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the products specified in the sealant
schedules at the end of Part 3.
2.2 MATERIALS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible
with one another and with joint substrates under conditions of service and application, as
demonstrated by sealant manufacturer based on testing and field experience.
JOINT SEALANTS
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BOZEMAN WASTE WATER
TREA TMENT FACILITY RE-ROOF
B. Colors of Exposed Joint Sealants: As selected by Architect from manufacturer's full range for
this characteristic.
2.3 ELASTOMERIC JOINT SEALANTS
A. Elastomeric Sealant Standard: Comply with ASTM C 920 and other requirements indicated for
each liquid-applied chemically curing sealant in the Elastomeric Joint-Sealant Schedule at the
end of Part 3. including those referencing ASTM C 920 classifications for type. grade. class.
and uses.
B. Additional Movement Capability: Where additional movement capability is specified in the
Elastomeric Joint-Sealant Schedule. provide products with the capability. when tested for
adhesion and cohesion under maximum cyclic movement per ASTM C 719, to withstand the
specified percentage change in the joint width existing at the time of installation and remain in
compliance with other requirements of ASTM C 920 for uses indicated.
2.4 JOINT-SEALANT BACKING
A. General: Provide sealant backings of material and type that are nonstaining; are compatible
with joint substrates. sealants, primers, and other joint fillers; and are approved for applications
indicated by sealant manufacturer based on field experience and laboratory testing.
2.5 MISCELLANEOUS MA TERlALS
A. Primer: Material recommended by joint sealant manufacturer where required for adhesion of
sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate
tests and field tests.
B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials, free of oily residues or other substances capable of staining or
hanning joint substrates and adjacent nonporous surfaces in any way, and formulated to
promote optimum adhesion of sealants with joint substrates.
C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with
requirements for joint configuration, installation tolerances, and other conditions affecting joint-
sealant performance.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
JOINT SEALANTS
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3.2
3.3
BOZEMAN W ASTE WATER
TREATMENT FACILITY RE-ROOF
PREP ARA TION
A.
Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to
comply with joint sealant manufacturer's written instructions and the following requirements:
1. Remove all foreign material from joint substrates that could interfere with adhesion of
joint sealant, including dust, paints (except for permanent, protective coatings tested and
approved for sealant adhesion and compatibility by sealant manufacturer), old joint
sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost.
2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical
abrading, or a combination of these methods to produce a clean, sound substrate capable
of developing optimum bond with joint sealants. Remove loose particles remaining from
above cleaning operations by vacuuming or blowing out joints with oil-free compressed
air. Porous joint surfaces include the following:
a. Concrete.
b. Masonry.
c. Unglazed surfaces of ceramic tile.
3. Remove laitance and form-release agents from concrete.
4. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm
substrates, or leave residues capable of interfering with adhesion of joint sealants.
a. Metal.
b. Glass.
c. Porcelain enamel.
d. Glazed surfaces of ceramic tile.
B.
Joint Priming: Prime joint substrates where recommended in wntmg by joint sealant
manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply
primer to comply with joint sealant manufacturer's written instructions. Confine primers to
areas of joint-sealant bond; do not allow spillage or migration onto adjoining surfaces.
C.
Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining
surfaces that otherwise would be permanently stained or damaged by such contact or by
cleaning methods required to remove sealant smears. Remove tape immediately after tooling
without disturbing joint seal.
INST ALLA nON OF JOINT SEALANTS
A.
General: Comply with joint sealant manufacturer's written installation instructions for products
and applications indicated, unless more stringent requirements apply.
B.
Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for use of joint
sealants as applicable to materials, applications, and conditions indicated.
c.
Install sealant backings of type indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
JOINT SEALANTS
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TREATMENT FACILITY RE-ROOF
I. Do not leave gaps between ends of sealant backings.
2. Do not stretch, twist, puncture, or tear sealant backings.
3. Remove absorbent sealant backings that have become wet before sealant application and
replace them with dry materials.
D. Install bond-breaker tape behind sealants where sealant backings are not used between sealants
and back of joints.
E. Install sealants by proven techniques to comply with the following and at the same time
backings are installed:
I. Place sealants so they directly contact and fully wet joint substrates.
2. Completely fill recesses provided for each joint configuration.
3. Produce unifonn, cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or
curing begins, tool sealants according to requirements specified below to form smooth, uniform
beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of
sealant with sides of joint.
1. Remove excess sealants from surfaces adjacent to joint.
2. Use tooling agents that are approved in writing by sealant manufacturer and that do not
discolor sealants or adjacent surfaces.
3. Provide concave joint configuration per Figure 5A in ASTM C 1193, unless otherwise
indicated.
4. Provide flush joint configuration, per Figure 5B in ASTM C 1193, where indicated.
5. Provide recessed joint configuration, per Figure 5C in ASTM C 1193, of recess depth and
at locations indicated.
a. Use masking tape to protect adjacent surfaces of recessed tooled joints.
3.4 CLEANING
A. Clean off excess sealants or sealant smears adjacent to joints as the Work progresses by
methods and with cleaning materials approved in writing by manufacturers of joint sealants and
of products in which joints occur.
3.5 PROTECTION
A. Protect joint sealants during and after curing period from contact with contaminating substances
and from damage resulting from construction operations or other causes so sealants are without
deterioration or damage at time of Substantial Completion. If, despite such protection, damage
or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately
so installations with repaired areas are indistinguishable from the original work.
JOINT SEALANTS
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3.6 ELASTOMERIC JOINT-SEALANT SCHEDULE
A. Single-Component Nonsag Polysulfide Sealant ES-#: Where joint sealants of this type are
indicated, provide products complying with the following:
1. Products: Available products include the following:
a. Dow Coming Sonnebam.
2. Type and Grade: S (single component) and NS (nonsag).
3. Class: 25.
4. Use Related to Exposure: NT (nontraffic).
5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates
indicated, O.
END OF SECTION 07920
1
JOINT SEALANTS
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