SPRAGUE E 14402 - Grp. Hlth. NW Veradale Health Care Ctr.
PROJECT SPECIFICATIONS FOR:
B I D PAC KAG E N O. FO U R-A (4A)
SITE WORK
. GROUP HEALTH NORTHWEST
VERADA.E HEA..~H CARE CENER
E. 14402 SPRAGUE AVENUE
SPOKANE, WASHINGTON
. REG~~V ED
- JUL Q61992
BuILDING & sA+~ETY .
TAN BOYLE HEYAMOTO ARCHITECTS
SPOKANE, WASHiNGTON
July 2, 1992
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VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST TABLE OF CONTENTS
Tan Bovle Hevamoto Architects Paae 1
BUILDING AND CONTRACT FORMS .
,
. Advertisement for Subcontractor Bids 1
Instructions to Bidders 5
Drawing Index Sheet 1
CONTRACT CONDITIONS The General Conditions of the Contract 21 Supplemental Conditions 4
, Special Conditions 3
' Standard Forms and Compliance 1
Section Title Paaes
- DIVISION 1: GENERAL REQUIREMENTS
01010 Summary of the Work 2
01040 Coordination 2
01045 Cutting and Patching 2
01050 Field Engineering 1
01300 Submittals 4 01400 Quality Control 4 '
01630 Product Options & Substitutions 1
~ Substitution Request Form 1
DIVISION 2: SITE WORK
02200 Earthwork 8
02513 Asphalt Concrete Paving 3
02620 Curbs 2
02630 Walks 2
02811 Landscape Irrigation 5
02938 . Sodding 5
02950 Trees Plants and Ground Cover 6
DIVISION 3: CONCRETE .
03310 Concrete Work 7
DIVISION 5: METALS
, 05500 Metal Fabrications 3
DIVISION 10: SPECIALTIES 10280 Gate Hardware 1
10290 Bicycle Racks 1 . DIVISION 15: MECHANICAL i
: 15317 Drywells 2 I
I
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST ADVERTISEMENT FOR SUBCONTRACTOR BIDS
Tan Bovle Hevamoto Architects Paqe 1
1 ADVERTISEMENT FOR SUBCONTRACTOR BIDS
2
3 Sealed proposals will be received for the following project:
4
5 PROJECT NO: 9007.7a 6 -
7- TITLE: Bid Package No. Four•A (4A) 8 Site Work
9 Veradale Heaith Care Center
10 Group Health Northwest
11 East 14402 Sprague Avenue
12 Spokane, Washington
13
14 OWNER: . Group Heaith Northwest
15 Spokane/North Idaho
16
17 TIME/DAY/DATE: 2:00 p.m., Thursday, July 10, 1992
18
19 BY: Ramey Construction Co., Inc.
20 P. O. Box 2846
21 Spokane, Washington 99220
22 (509) 534-3114
23
24 CONTACT: Randy Ramey .
25
26 Subcontractors may obtain plans and specifications from the office of Tan Boyle Heyamoto
27 Architects, 117-1 /2 Howard Street, Spokane, WA 99201 (509) 455-8648 upon the deposit of
28 $50.00 or they may be viewed at the following locations.
29
30 Associated Builders & Contractors, N. 1303 Thor Court, Spokane
31 Associated General Contractors, E. 4935 Trent, Spokane
32 Spokane Construction Council, E. 102 Boone Ave., Spokane
33
34 The Owner reserves the right to reject any, all or portions of, or accept any or all proposals and
35 to waive informalities.
36
37
38 END OF ADVERTISEMENT FOR BIDS
VERADALE HEALTH CARE CENTER • BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto PaQe 1
INSTRUCTIONS TO BIDDERS
OBTAINING BID DOCUMENTS
*Copies of drawings and specifications may be obtained only by Prequalified subcontractors upon
deposit of $50.00 per complete set. Deposit will not be returned in documents are mutilated or
so marked that they are not reusable and/or if they are not returned to the Architect within 10
days after bids are received. Other sets or individual sheets may be purchased at a cost (not
refundable) from the printer with the approval of the Architect.
Drawings and Specifications may be examined at the following offices:
Ramey Construction Co., Inc. .
P O Box 2846 .
Spokane WA 99220 (509) 534-3114
Tan Boyle Heyamoto Architects _ North 117-1 /2 Howard Street
Spokane, Washington 99201
(509) 455-8648
GENERAL CONTRACTOR: Ramey Construction Co., Inc. has been selected as the General Contractor. All contracts and
clarification shall be directed to Randy Ramey.
INVITED SUBCONTRACTORS AND SUPPLIERS: Subcontractors will bid by invitation only. Notice of this project will be given to each, and they
will then obtain bid documents from Architect. EXAMINATION OF BIDDING DOCUMENTS:
Should the bidder find any discrepancies, omissions, ambiguities, or conflicts in either the plans
of specifications, or be in doubt as to their meaning, bring questions to Architect's attention not
later than three days prior to date for receipt of bids. Architect will review questions, and where
information sought is not clearly indicated or specified, will issue a clarifying addendum which
will become part of the contract. Neither Owner nor Architect will make or be responsible for any
oral instructions. Direct all questions to Architect's office.
FAMILIARITY WITH SITE AND DRAWINGS:
Bidders are requested to visit the site, compare the drawings and specifications with the existing
conditions and inform themselves of all conditions, including other work, if any, being performed.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Pa4e 2
Failure to visit site will in no way relieve the successful bidder from necessity of furnishing any
material or performing any work that may be required to complete work in accordance with
drawings and specifications without additional cost to the Owner:
BIDDER'S REPRESENTATION:
By submitting a proposal, each bidder shall be held to represent that he has made the foregoing
examination in complete detail and has determined beyond doubt that the drawings,
specifications and existing conditions are sufficient, adequate, and satisfactory for the
construction work under the proposed contract.
Any addenda issued during the time of bidding are to be covered in the proposal and in closing
a contract will be a part thereof.
BIDDER'S STATUS:
As a condition precedent to contract award, type of work completed, bidder's financial status will
be carefully considered. The Owner reserves the right to reject any or all proposals, to waive any
or all irregularities in bids submitted, or to accept the proposal deemed best.
FORM OF CONTRACT: .
General Contractor will be responsible for all subcontractor agreements.
PROPOSALS:
Submit sealed bids on the forms provided by and deliver to Ramey Construction Co., Inc. per
their instructions.
Bids received after the time set for opening will not be considered. Bid opening will be private
and the apparent successful low bidder for each construction task/activity will be notified by the
General Contractor.
Enclose bid form in opaque envelope marked "Proposal - Veradale Health Care Center, Group
Health Northwest" with subcontractors name. Seal envelope.
Oral, telephonic, telegraphic proposals will not be considered. Telegraphic modifications of bids
already submitted will be considered if received prior to the time set for opening.
The Owner reserves the right to accept or reject all or portions of the subcontractors bids. The
Owners decisions will be final.
Fill in all blank spaces on form. Signatures must be in longhand and executed in ink or indelible
pencil as follows:
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paae 3
In the case of partnership, the name of the partnership must appear on such proposal
and it shall be signed in the name of such partnership by at least one of the partners.
In addition to such signatures, the names of all partners shall be stated in such proposal.
In the case of a corporation, the corporate names shall be subscribed to by the President
or other managing officer and there shall be set forth under the signature of such officer
the name of the office he holds or the capacity in which he acts for such corporation.
It shall be the Contractor's responsibility to verify that all subcontractors submitting bids
are licensed in the State of Washington.
Proposals shall not contain any recapitulation of the work to be done. Bidder shall be solely responsible for seeing that his bid is present at the specified time and
place.
PERFORMANCE BOND
As required by General Contractor.
TAXES:
Prices quoted in the Contractor's cost shall include all taxes imposed by law except the
Washington State Sales Tax.
RETURN OF DOCUMENTS:
Contractor and subcontractors shall return in good condition, all drawings, specifications and
other data furnished within ten (10) days after the time set for opening of bids.
TIME OF COMPLETION:
Work shall start when the Sub•contractor receives a formal "Notice to Proceed", shall proceed
with promptness and dispatch, and shall be substantially complete in a time period (calendar
days) designated by the General Contractor and/or as identified by future contract Addendum's.
COORDINATION:
The General Contractor shall be responsible for examination of subcontract drawings and
specifications to determine the effect of all bid documents on the project costs. No allowance
will be made for changes in project scope and/or price which would have been apparent by
examination of all documents. Contractor and subcontractors shall report any discrepancies,
omissions, or duplications to the Architect for clarification by Addendum prior to submitting
project cost.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paqe 4
BID SUM:
The sum of money shown on the bid covering all work included in bid package contract -
documents, together with any Addenda thereto and/or for unit prices called for, or for any
alternates called for, shall include all items of labor, material, equipment, overhead and
compensation, to complete all of the work under each particular heading.
TAXES:
The contract sum and any agreed variations thereof shall include all taxes imposed by law, but
no State sales tax. Sales tax will be collected from the Owner, and will be paid to the State by
the Contractor in conformance with the law. Contractor shall furnish proof of payment of State
sales tax required by law.
EXAMINATION OF SITE AND CONDITIONS:,
Before submitting his bid, the bidder shall examine the site of the work and ascertain for himself
all of the physical conditions in relation thereto. Failure to take this precaution will not release
the successful bidder from entering into contracts nor excuse him from performing the work in
strict accordance with the terms of the contract. Contractor shall employ, so far as possible, such methods and means in the carrying out of his work as will not cause any interruption or
interference with any other Contract. No statement made by any officer, agent, or employee of
the Owner or Architect in relation to the physical conditions pertaining to the site of the work will
be binding on the Owner or Architect.
INTERPRETATION OF PROPOSED CONTRACT DOCUMENTS:
If any person contemplating submitting a bid for the proposed contract is in doubt as to the true
meaning of any part of the plans, specifications or other proposed contract documents, he may
submit to the Architect a written request for an interpretation thereof. The person submitting the
request will be responsible for its prompt delivery. Any interpretation of the proposed documents
will be made only by Addendum duly issued and a copy of such Addendum will be mailed or
delivered to each person receiving a set of such documents. The Owner will not be responsible
for any other explanations or interpretation of the proposed documents.
PROHIBITION OF ALTERATIONS: -
Except as otherwise provided herein, bids which are incomplete, or which are conditioned in any
way, or which contain erasures, alterations,' or items not called for in the bids, or which are not
in conformity to the law, may be rejected. The bid form invites bids on definite plans and specifications. Only the amounts and information
asked for on the bid form furnished will be considered as the bid. Each bidder shall bid upon
. the work exactly as specified and as provided in the bid form and as clarified above in Paragraph
G, "Filling in Bid Forms". The bidder shall bid upon all alternates indicated on the bid form as
provided herein. When bidding of alternates for which there is no charge, the bidder shall write
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paae 5 the works "No Charge" in the space provided on the bid form. MODIFICATION OF BID:
Modification of bids already received will be considered only if the request for the privilege of
making such modification is granted and the modification is made prior to the scheduled closing
time for the receipt of the bids. All modifications must be made in writing over the signature of
the bidder.
Telegraphic modifications will be accepted only if such telegraphic modification is received prior
to the bid opening time (telearams must be delivered) and same is confirmed in writing on the
stationery of the Contractor. Such confirming letter shall be postmarked by date and time prior
to bid.
WITHDRAWAL OF BID:
At any time prior to the scheduled closing time for receipt of bids, any bidder may withdraw this
bid, either personally or by written and/or telegraphic and confirmed written request, in the
manner set forth above in Paragraph J, "Modification of Bids". If withdrawal is made personally,
proper receipt will be given.
After the scheduled closing time for the receipt of bids, or before award of contract, no bidder
will be permitted to withdraw his bid unless said award is delayed for a period exceeding thirty
(30) days. Any bids received after the scheduled closing time for receipt of bids shall be
returned to the bidder unopened.
REJECTION OF BID: The Owner reserves the right to reject any and/or all bids. It also reserves the right to waive any
informalities in connection with said bids. If the bid includes a supplemental schedule or
predetermined unit prices for labor and material, or other items for the purpose of establishing
a cost basis on unforeseen contract changes, the Owner reserves the right to reject, without
impairing the balance of the bid, any or all such predetermined unit prices in such supplement
which the Owner may consider excessive or unreasonable.
END OF INSTRUCTION TO BIDDER .
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR 4-A (4A)
~ GROUP HEALTH NORTHWEST DRAWING INDEX SHEET
Tan Bovle Hevamoto Architects Pa4e 1
DRAWING INDEX SHEET
The following is the list of drawings mentioned in these specifications and the same are hereby
made a part of the Contract Documents. The drawings are dated June 26, 1992.
TITLE
Drawing
Title ARCHITECTURAL T1.1 Title Sheet
A1.1 Grading Plan
A1.2 Site Layout Plan -
1-1.1 Base 8id Planting Plan
L2.1 Base Bid trrigation Plan
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T H E A M E R 1 C A N I N S T I T U T E 0 F A R C H I T E C T S
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! ArA Document A201
General Conditions of the Contract
for Construction
TH/S DUCUMENT HAS leYlf'OR7'AN7' LE'GAL CUtVSEQUEIVCES; CUR'SULTATIOrV
W/TFI A.N ATT'OKNF. /S ENCOURAGED W/TM RES'PECT TO IT.S rYIODIF/CA TION
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1987 EDITION
,
- TABLE OF ARTICLES
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, 1. GENERAL PROVISIONS 8. TIME
- 2. OWNER 9. PAYMENTS AND COMPLETION
' 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY
4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS
1
5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK
6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISI0NS
t SEPARATE CONTR.ACTORS
14. TERMINATION OR SUSPENSION OF THE
' 7. CHANGES IN THE WORK CONTRACT
This document has been approved and endorsed by the Associated General Concraccors of America. 17~~
~ 1 18 1925, 1`)37,~95>>1958>i96t, 1963, 1966, 1967, 1970, 1976, 01987 by The quotation American ins[itute of Architects,
'Copyr~gh~ 1911, 1915, 9,~' . ton D C., 20006. Reproduction of the material herein or substanual of i~s provisions~~vichouc wriccen
~~iolates the copyrjght laws of the United States and will be subjcct co legal prosecuuons,
New York Avenue, N.W ashing ,
permission of the AIA rinted in red.
AIp clocument which hasen this docume'nts are reproduced.
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tify such action, inay without prejudice to any othcr rights or Owner. 'I"he amoUnt to be paid to the Contractor or Owwner, as I
remedies of the Owner and after giving the Con[ractor and the the case may be, shall be certified by the Architect, upon appli- ,
Contractor's surety, if any, seven days' writtc:n notice, termi- cation, and this obligation for payment shaU survive ttrmina- -
nate employment of the Contractor and may, subjecc to any cion of the Concracc.
prior rights of the surety. 14.3 SUSPENSION BY THE OWNER
.1 take possession of the site imd of zll rliaterials, equip- FOR CONVENIENCE
ment, tools, and construction equipment and machin- 14.3.1 The Owner may, wi[hou[ cauSe, order the Contractor in
ery thereon owned by the Contractor, writing to suspend, delay or intcrrupt the Work in wholc or in
.2 accept assignment of subcontracts pursuant to Para- part for such period of time as the Owner may decermine. ~
graph 5.4; and
.3 finish the Work by whatever reasonable method the 14.3.2 An adjustment shaU be made for increases in the cost of
Owner may deem expedient. perform~uice of the Contract, incluciing profit on the increased
cost of performance, caused by suspenston, delay or interrup- .
14.2.3 When the Owner terminates the Contract for one of ihe cion. No adjuscment shall be made co the extent. ;
reasons stated in Subparagraph 14.2.1, the Contractor shall not
be entitled to receive further payment until the W~~rk is ~hat performance is, was or would have been so sus-
pended, delayed or interrupted by another cause for
finished.
which the Contractor ~s responsible; ar
14.2.4 If the unpaid bal~u-ice of the Contract 5um exceccls costs .2 thac an equitable adjuscment is made or denied uncler
of finishing the Work, including compensatian for the Archi- another provision of this Gontract.
tect's services and expenses made necessary thereby, such
exc:ess shall he paid to the Contractor. If such costs exeeed the 14.3.3 Adjustments made in the cost of performance may have
unptid balancc, the Gontracror shall pay the difFerence to the a mutually agreed fixed or percentage fee.
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I I T H E A M E R 1 C A N I N S T I T U T E 0 F A R C H I T E C T S
AIA Document A201
General Conditions of the Contract
~ for Construction
~
TFUS DOCUMEtVT HAS IiYIPORTAR'T LEGAL COtVSF_QUENCES; COI\rSULTATInN
W/7'11 AN AT7'ORNEY /S hNCOUKAGED IVITH KESI'f:C7' 70 17S i190DlFICAT/OrV
; i
1987 EDITION
TABLE OF ARTICLES
1. GENER.AL PROVISIONS 8. TIME
2. OWNER 9. PAYMENTS AND COMPLETION
~ 3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY
.J
4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS
,
~
S. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK
6. CONSTRUCTION BY OWNER OR BY 13. MISCELLANEOUS PROVISIONS
' SEPAR.ATE CONTR.ACTORS
14. TERMINATION OR SUSPENSION OF THE
, 7. CHANGES IN THE WORK CONTRACT
This document has been approved and endorsed by the rlssociatecl General Contractors of America.
~ Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, 1976, 01987 by The American Inscituce of Architeccs, 1735
New York Avenue, N.W., Wa..shingron, D.C., 20006. Reproduction of the material hcrcin or subs[antial quoca[ion of its provisions without written
I permission of the AlA violates the copyright laws of the Unieed St:ites and will be subject to legal prosecutions.
I
CAUTION: You should use an original AIA document which has this caution printed in red.
i An original assures that changes will not be obscured as may occur when documents are reproduced.
I AIA DOCUMENT A201 • GENERAL COiVDIT]ONS OF THE CONTRACT FOR CONSTRUCTlON • FOUR1'EENTH EDITION
I AIAD •~O 1987 THE M9ERICAh' INSTITUTE OF ARCHtTF.CTS, 1735 ~EW YORK AVENUE, N.W, WASHINGTON, D.C 20006 A201-1987 1
WARNING: Unlicensed photocopyirtg violates U.S. copyright laws and is subject to legal prosecution.
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INDEX ~
Acceptance of Nonconforming Work . . . . . . . . . 9.6.6, 9.9.3,12.3 Building Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.7.1
Accc:ptancc nf Wark . . . . . . . . . . 9.6.6, 9.8.2, 9.9 3, 9.10.1, 9.10.3 Capitalization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.4
Access to Woric . . . . . . . . . . . . . . . . . . . . . . . . . . 3.16, 6.2.1, 12 1 Certificate of Substantial Completion . . . . . . . . . . . . . . . . . . . . 9.8.2
Accident Prevention . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.2.3, 10 Ceniflcates for Payment . . . . . . . 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1,
Accs anci Onussions 3.2. I, 3.2 2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.2, 9.6.6, 9.7.1, 9.8.3, 9.10.1, 9.10.3, 13.7, 14,1.1.3, 14.2.4
4.3.9, 8.3 1, 10.1.4, 10.2.5, 13 4 2, 13.7, 14.1 Ceriificaccs of Inspeccion, 7'escing or Approval 3. I 2.1 1, 13.5.4
Addenda . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1,3.11 Ccrtificatcs of Insurancc . , . . . , . . . . . . . . . . . . 9.3.2, 9.10.2, 1 1.1.3
Additional Cost, Claims for 4.3.6, 4.3.7, 4.3.9, 6.1. t, 10.3 Change Orders 1.1.1, 2.4.1, 3.8.2.4, 3• 11, 4 2 8, 4.3.3, 7•2•3,
Additional Inspections and Testing 4.2.6, 9.8.2, 12.2.1, 13.5 7.1, 7.2, 7.3.2, 8.3.1, 9.3.1. l, 9.10.3, 1 1.3.1.z, .
,
Additional Time, Claims for 4.3 6, 4.3.8, 4.3.9, 8 3.2 11.3.4, 1 1.3.9, 12.1.2
ADMINISTRATION OF THE CONTRACT . . . . . . . 3 3 3, 4, 9.4, 9.5 Changc Qrders, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 7.2.1 ,
rldvertisement or Invitation ro Bid . . . . . . . . . . . . . . . . . . . . . 1 . ! .1 Changes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.1
Aeschccic Effect . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.2.13, 4.5.1 CHANGES IN THE WORK . . 3.11, 4.2.8, 71 8,3.1, 9.3.1.1, 10.1.3
Allowances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.8 Clairn, Definition of . . . . . . . . . . . . . . . . . . , . . . . . 4.3.1
All-risk Insurance . . . . . . . . . . . . . . . . . . . . . . . 11.3.1.1 Claims and Disputes . . . . . . . . . . . . . . 4.3, 4.4, 4.5, 6.2.5, 8.3•2,
Applications for Payment 4.2.5, 7.3.7, 9-2, 9•3, 9.4, 9.5. I, 9.6.3, 9.3.1.2, 9.3.3, 9.10.4, 10.1.4
9.8.3, 9.10.1, 9.10.3, 9. 10.4, ► 1. t .3, 14.2.4 Clalms and Timely Assertion of Claims . . . . . . . . . . . . . . . . 4.5.6
Approvals 2.4, 3.3.3, 3.5, 3.10.2, 3.12.4 chrough 3.12 8, 3.18.3, Claims for Addltlonal Cost 4.3.6, 4.3.7, 4.3.9, 6.1.1, 10.3
4.2.7, 9.3.2, l l-3• l.4, 13.4.2, 13.5 Claims for Additional Time 4.3.6, 4.3.8, 4.3.9, 8.3 2 '
Arbitration . . . . . . . . . . . . . . . . . 4. t 4, 4 3.2, 4.3.4, 4.4.4, 4.5, Claims for Concealed or Unknown Conditions . . . . . . . . . . 4.3.6
8.3 1, 10. 1.2, 1 1.3 •9, 11.3 10 Claims for Damagcs 3.18, 4 3.9, 6.1.1, 6.2 .5, 8.3 2, 9.5.12, 10.1.4
ArChiteCt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.1 Claims Subject to Arhitration . . . . . . . . . . . . . 4.3.2, 4.4.4, 4.5.1
Archiecct, Definitiun of........ . . . . . . . . . . . 4.1 1 Cleaning Up . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . 3.15, 6 3
Architcct, Extcnt of Authority 2.4 , 3 12.6, 42, 4.3.2, 4.3.6, Commencement of Statutory Limitation Period 13.7
4.4, 5 2, 6.3, 7.1.2, 7.2.1, 7 3.6, 7.4, 9.2, 9.3 I, Cammencement of thc Work, Condicions Relating to 2.1.2,
9.4,9.5,9.6.3,9.8.2,98.3,9.10.1,9.10.3,12.1,12.2.1, 7.21,3.21,322,37.1,3.10.1,3.12.6,4.3.7,5.2.1,
l 3.5. t,13 5 2, 142.2, 14.2. + 6.2.2, 8.1.2, 8.2.2, 9.2, 1 1.1.3, 11.3.6, 11.4 !
Architrct. Limitations of Authority and Re:sponsibility . 3.3.3, 3.12.8, Commencement of the Work, Definition of. . 8.1.2
3.12.11, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2 10, 4.2.12, Gommunications t=acilicating Contract
4.2.13, 4.3.2, 5.2.I, 7.4, 9.4.2, 9.6.4, 9.6.6 Administi-ation . . . . . . . . . . . . . . . . . . . . . . . . 3.9.1, 4.2.4, 5.2.1
Archucct's Additional Services and Expenses 2.4, 9.8.2, Completion, Conditions Relating to . 3.1 1, 315, 4.2.2, 4.2.9,
11.3 1.1, 12.2.1, 12.2.4, 13.5.2, 13.5.3, 14,2.4 4.3 2, 9.4.2, 9.8, 9.9.1; 9.10, 11 3.5, 12.2.2, 13.7.1
ArchitecYs Administration of the Contract . . . . . . . 4.2, 4 3 6, COMPLETION, PAYMENTS AND . . . . . . . . . . . . . . . . . . 9 '
4 3-7, 4-4, 9.4, 9.5 Complction, Suhs[antial . 4.2.9, 4.3.5.2, 8.1.1, $ 1-3, $.2.3, i
Architect's Approvals 2.4, 3.5.1, 3.10.2,'3.12.6, 3.12 s, 3 18.3, 4.2,7 9.8, 9.9.1, 12.2 2, 13.7
Architc:ct'S Authority to Reject Wark 3.7.13 4.2.6, 12,1.2, 12.2 l C:oenpliance with Laws 1.3, 3.6, 3-7, 3 13, 4.1.1, 10.2.2, 1 1.1,
Archi[cct's CopYright . . . . . . . . . . . . . . . . . . . . . . . 1.3 ] 1 3, 13.1, 13.5.1, 13.5.2, 13.6, 14. I ,1. 14.2 1.3
Arehiccct's Uecisions, . . . . . . . 4 2.6, 4.2.7, 4.2.11, 4 z 12, 4 2.13, Concealed or Unknown Conditions . . . . . . . . . . . . . 4.3.6 ;
4.3.2, 4 .3.6, 4.4 1, 4.4 4, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, Conditions of the Contract 1.1.1, 1.1.7; 6.1.1
-
9.2, 9.4, 9.5.1, 9.8.2, 9 9 1, 10 1.2, 13.5.2, I 4.?.2, 14 2.4 Conscnt, Written ].3 1, 3 12.8, 3 14 2, 4.1.2,
Archiicct's Inspeccions 4.2.2, 4.2.9. 4.3-6, 9.4 2. 9 8.2, 4.3.4, 4.5.5, 9 32, 9.8 2, 9 9.1, 9.10.2, 9.10.3,10.1.2, 10.1.3. 9.9.2. 9.10,1, 13 5 11 . 3. I, 11. 3.1. 4, 1 1. 3.1 1, 13 13 . 4? ,
Architect's Instruciions 4.2.6, 4.2.7, 4.2.8, 4 3 7,7 4.1, 12.1. 13.5.2 CONSTRUCTION BY OWNER OR BY SEPARATE
Architect's In[erpretation5. . . . . . . 4.2.11. 4.2.12, 4.3 7 CONTRACTORS . . . . . . . . . . . . . . . . 1.1.4,6
Architect's On-Site Observations 4.2.2, 4.2.5, 4.3,6, 9.4.2, C;onstruction Change Direccive, Definition of. 7.3 1
9 5 1, 9.10.1, 13.5 Construction Change Directives I. t. 1,4.2.8, 7.1, 7.3, 9.3. i l
Architect's Project Representativc . . . . . . . . . . . . . . . 4.2.10 Construction Schectules, ContractUr'S . . . . . . 3.10, 6.1.3
'
Archieecc's ttclationship with Contr<tctor . . . . 1.1.2, 3.2.1, 3 2.2, Contingent Assignment of Subcontracts . . . . . . . 5.4
3.3.3. 3.5.1, 3J.3, 3.1 1, 3.12-8, 3• 12. 1 1, 3. 16, 3 18, 4.2.3, 4.2.4; Continuing Contract Performance 4.3.4
+.2.6, 4.2 12, j 2, 6.2.2, 7.3.4, 9.8.2, 11 3.7, 12.1, 13.5 Contract, Definition of . . . . . . . . . . . . . . . . 1.1.2
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Archirect's Relationshir with SubcontractUrs 1.1.2, 4.23, 4.2.4. CONTRACT, TERMINATION OR '
4.2.6, ) 6.3, 9 6 4, 1 1.3.7 SUSPENSION OF THE . 4.3.7, 5.4.1.1, 14 '
Architect's ReprctiCntations . . . . . . . . . . . . . . . 9.4.2, 9 5.1, 9.I0.1 Conn•act Administration . . . . . . . . . . . . . . . 3.3.3, 4, 9,4, 9.5
Architect's Site Visits 4.2.2, 42.5, 4.2.9, 4.3.6, 9.4 2, ).5.1. Contract Award ancl Exrcuuon. Conditions Relating to . 3.7.1,
9.8 2, 9.9 2, 9 10.1, 13.5 3.10, 7.2, 9.2, t t.1.3, 1 1.3.G, 11A.1
Asbestos . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1 Contract Documents, The . . . 1.1, 1,2, 7 ~
Atrorne:ys' Fces . . . . . . . . . . . . . . . . . . . . 3.18.1; 9.10.2, 10.1.4 Contract Documents, Copics Furnished and l,'se of. . . 1.3, 2.2.5, 5.3 ~
Acvard of Separate Contracts . . . . . . . . . . . . . . . . . . . . . . 6.1.1 Concract Documents, DCfini[ion of . . . . . . . . . . . . . . 1.1.1
Award of Subcontracts and Other Contracts for Contract Performancc During Arbitration 4.3.4, 4.5.3 .
Portfons of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . 5.2 Contract Sum . . . . . . , . . . . . . . . . . 3 H, 4 3.6, 4.3 7, 4.4.4, 5.2.3,
Bas(c Definitions . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . 1.1 6.13, 7.2, 7.3, 9.1, 9 7, 1 1.3.1, 12.2.4, 12.3, 14.2.4
Bidding Reyuirements , . . . . . . . . . . . l . 1. 1, 1.1.7, 5.2.1, 11 4.1 ContreCt Sum, Uetinition of . . . . . . . . . . . . . . . . . . . . . . . . 9.1
Boiler and Machinery Insurance . . . . . . . . . . . 11.3.2 Contract Timc . . . . . . . 4.3.6, 4.3.8, 4.4.4, 7.2.1.3, 7.3,
Ronds, Licn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.10.2 8.2.1, $.3. I , 9 7, 12 1.1 ~
I3onds, Performancc :md I-layrlicni . . . 7,3.6.4, 9.10.3, 11.3.9, 11.4 Contract "I'imc, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . 8.1.1 '
AIA DOCi1MENT A201 • GENER.AL CUNll[TIOV$ OF 7'WE CONTRACT FOR CONSTRUCTIOV • FpURTEFn'TH E171'I'IQN
2 A201-1987 AIAID • O 1987 THF, AMER(C:AN INti'1'I'1'U7'E Oh AKCHITEC'I'S, 1735 `EU' l'ORK AVI:NUF., NW., \VA5IIINGTON, U.C: 20006
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ~
: CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3,7, 10.3
~ Contractor, Definltion of . . . . . . . . . . . . . . . . . . . 3.1, 6.1 2 Employccs, Contracror's . . . . . . . . . . 3.3.2, 3 4.2, 3.8.1, 3.9, 3.1$.1,
Contractor's Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1 3.18.2, 4.2.3, 4.2.6, 8.1.2, 10.2, 10.3, 11.1.1, 14.2.1.1
Contractor's Construction Schedules . . . . . . . . . . . . 3.10, 6.1.3 Equipmenc, Labar, yacerials and . . . . . . . . . . i .1.3, 1.1.6, 3.4, 3.5- 1,
Contractor's Employees 3.3.2, 3.4.2, 3.8.1, 3.9, 3.1$, 4.2.3, 3.8 2, 3.12•3, 3.12.7, 3.12.11, 3.13. 3.15.1, 4.2.7,
4.2.6, 8.1 2, 10.2, 10.3, 11.1.t, 14.2.1.1 6.2.1, 7.3.6, 9.3.2, 9.3.3, 11.3, 12.2.4, 14
- Contraetor's Lfebility InsuranCe . . . . . . . . . . . . . . . . . . . . . . 11.1 Execution and Progress of the Work . . . . . . . 1.1.3, 1.2.3, 3•2, 3-4.1,
Contractor's Relationship with Separate Contractors 3•5.1, 4.2.2, 4.2.3, 4.3.4, 4.3.8, 6.2.2, 7.1.3,
and Owner's rorce-s 2.2.6, 3.12.5, 3.14.2, 4.2.4, 6, 12.2 5 7.3.9, 8 2, 8.3> 9.5, 9-9.1, 10.2, 14.2, 14.3
Concraccor's Relationship with Subconcractors 1.2 4, 3•3.2, Execution, Correlation and Intent of che
3.18.1, 3.18.2, 52, 5 3, 5.4, 9.6.2, 113 7, 113.8, 14.2.1.2 Contract Documents . . . . . . . . . . . . . . . . . . . . . . . . 1.2, 3.7.1
Contractor's Relationship with the Architect . . . . 1.1.2, 3.2.1, 3.2.2, Estensions of Time . . . . . . . . . . . . . 4.3. I , 4.3.8, 7.2. I .3, 8.3, 10.3.1
3 3.3, 3-5.1, 3.7.3, 3.11, 3.12.8 3.16, 3.18, 4.23, 4.2.4, 4.2.6, Failure of Payment by Cantractor 9.5.1.3, 14.2.1.2
4.2.12, 5.2, 6.2.2, 7.3.4, 9.8.2, 11 3.7, 12.1, 13.5 railure of Pavment by Owner 43.7, 9.7, 14.1.3
Contractor's Representations. . 1.2.2, 3.5.1, 3.12.7, 6.2.2, 8.2.1, 9.3.3 Faulty Wark (See Defective or NonconforminA Work)
Concraccor's Kesponsibility for 1'hose Final Completion and Final Payment 4.2. 1, 4.2 9, 4.3.2,
Pcrformmg thc Wark . . . . . . . . . . . . . . 3,3.2. 3.18, 4.2.3, IO 4.3.5, 9.10, 11.1.2, 11.1.3> 11.3.5, 12.3.1, ►3.7
' Contractor's Review of Con[ract Documents . , . . . . 1.2.2, 3•2, 3.7•3 Financial Arrangements, Owmer's . . . . . . . . . . . . . . . . . . . . . . . 2.2.1
Contractar's Righ[ [o S[op the Work . . . . . . . . . . . . . . . . . . . 9.7 Fire ancl Extendrd Coverage Insurance . . . . . . . . . . . . . . . . . 11.3
~ Contractor's Right to Terminate the Contract . . . . . . . . . . . . . . 14.1
Contrartor's Submittals . . . . . . . 3-10, 3 11, 3.12, 4.2.7, 5.2.1, 5 .2.3, GENERAL PROVISIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
7.3.6, 9.2, 9.3. 1, 9.8.2, 9.9.1, 9.10.2, Goveming Law . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.1
9;10 3, 10.1.2, 11.4.2, 1 1.4.3 Guarantees (See Warranty and VC~arranties)
~ Cantractor's Superintcndcnt . . . . . . . . . . . . . 3.9, 1 0.2.6 Hazardous ~tatcrials . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1, 10.2.4
~ Contractor's Supervision and Cpnstniction Procedures. . . . . 1,2.4, Identiticaaon uf Contract Documents . . . . . . . . . . . . . . . . . . . l 2.1
3.3, 3.4, 4.2.3, 8?.2, 8.2.3, 10 Identifica[ion of Subconrracrors and Suppliers 5.2.1
Contractual Liability InsuranCC . . . . . . . . . . . . . . . . . 11.1.1 7, 11.2.1 Indemnification . . . . . . . 3. ► 7, 3.18, 9.10.2, 10 1.4, 1 1.3.1.2, 11.3 7
Gaordination and Corrclacion . . . . . . . . . . . 1.2 2 1.2.4, 3.3.1, Information and Services Required of the Owner. 2.1.2, 2.2,
3.10, 3.12.7, 6. 1.3, 6.2. 1 4 3.4, 6. l.3, 6.1.4, 6.2 C, 9.3.2, 9.6.1, 9.6.4, 9 8.3, 9•9•2,
- Copies Furnished of Drawings and Specifications 1.3, ?-Z S, 3.11 9.10.3, 10.1.4, 11.2, 1 1.3, 13.5.1, 13.5.2
Gorrection uf Work . . . . . . . . . . . . 2 3, 2.4, 4.2.1, 9.8.2, Injury or Damage to Person or Property . . . . . . . , . . . . . . 4.3.9
)'9.1, 12.1.2, 12.2, 13.7 1.3 Inspections . . . . . . . . . . . . . . . . . . . . . . . . 3.3.3, 3.3.4, 3.7 1, 4.2.2,
Cost, Definitionof . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.3.6, 1•4.3.5 4.2.6, 4.2 9, 4.3.6, 9.4.2, 9.8.2, 9.9-2, 9.10.1, 13.5
Costs . . . . 2.4, 3.2.1, 3.7.4, 3.82, 3.15.2, 4.3.6, 4.3.7, 4.3.8.1, 5.2 3, Instructions ro F3idders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1
6.1.1, 6.2.3, 6.3, 7.3.3 3, 7.3.6, 7.3J, 9.7> 9.8.2, 9.10 2, 11.3.1.2, Instructions to the Contractor 3.8.1, 4.2.8, 5.2.1, 7, 12.1, 13.52
, 11.3.1.3, 1 1.3.4, 1 1.39, 12 1, 12.2.1, 12.2.4, 12.2.5, 13.5, 14 Insurance 4.3.9. 6.1 1, 7 3.6.4, 9.3.2, 9.8.2, 9 9.1, 9.10.2, 11
Cutting and Patching . . . . . . . . . . . . . . . . . . . . . . . . . . 3.14, 6.2.6 ~nsurance, Boiler and Machinery . . . . . . . . . . . . . . 11.3.2
Damage co Construction of Owner ar Separate Contractors 3 14.2, Insuranee, Contractor's Liability . . . . . . . . . . . . . . . . . . . 11.1
6.2.4, 9.5 1.5, 10.2.1.2, 10.2.5, 10.3, 11.1, 1 1.3, 12.2.5 Insur:ince, Effec[ive Date of . . . . . . . . . . . . . . . . . . . . 8.2.2, 11.1.2
Damage tn the Work . . . 3.14.2, 9.9.1, 10.2.1.2, 10?.5, 10.3, 11.3 Insurance, Loss of Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11.3.3
Damages, Claims for . . 3.18, 4.3.9, G.1.1, 6.2.5, 8.3.2, 9.5.1.2, 10.1.4 Insurance, Owner's Llabllity . . . . . . . . . . . . . . . . . . . . . . . . 11.2
Damagcs for Delay . . . . . . . . . . . . . . . . . 6.1.1, 8.3.3, 9.5 1.6, 9.? Insurance, Property . . . . . . . . . . . , . . . . . . . . . . . . 10.2.5,11.3
Date of Commencrment of the Vt~ork, l~etinition of . . . . . . . . . 8.1.2 ~risurancc, Storc:d n4aterials . . . . . . . . . . . . . . . . . . 9.3.2, 11.3 1.4
Date of Suhscantial Completion, Definition of . . . . . . . . . . . . 8.1.3 INSURANCE AND BONDS 11
. . . . .
Day, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1.4 Insurance Companies, Consent to Yarual Occupancy . .9.9.1, 1 1.3.1 1
I~ecisions of the Architect . . . . . . 4.2.6, 4.2J, 4.2.11, 4.2.12, 4.2 13, Insurance Companics, Se[tlement with . . . . . . . . . . . . 1 1.3.10
4.3.2, 4 3.6, 4.4.1, 4.4.4, 4.5, 6.3, 7.3.6, 7.3.8, 8.1,3, 8.3.1, 9.2, Intcnt of the Contract Documcnts 1.2.3, 3.12.4,
9.4, 9.5 I, 9.8.2, 9.9. l, 10.1.2, t 3.5.2, 14 2.2, 14.2.4 4.2: C, 4.2.7, 4.2.12, 4.2.13, 7.4
Decisions to Withhold Certificatlon . . . . . . . . . . 9.5, 9.7, 14.1.1.3 Interest . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.6
llefective or Noiiconforming Work, Acceptance, ' InterPretation 1.2.5, 1.4, 1.5, 4.1.1, 4.3.1, j 1, 6.1.2, 8.1.4
Rcjection and Corrcccion of 2.3, 2.4, 3.5. I, 4.2. I,
4.2.6, 4.3.5, 9.5.2, 9.8.2, 9.9.1, 10.2.5, 12, 13.7.1.3 lnterpretations, Written . . . . . . . . . . . . . . . . 42.11, 4.2.12. 4.3.7
Defective Wark, Definition of . . . . . . . . . . . . . . . . . . . . . . . 3.5.1 Joincicr and Consoliclation of Claims Required . . . . . . . . . . 4.5.6
Defin icions . . . 1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3,12.2. 3.12.3, 4.1 1, Judgment on Final Award . . . . . . . . . . . . . . . . 4.5.1, 4.5.4.1, 4.5.7
~ 4.3. t, 5.1, 6.1.2, 7 2.1, 7.3. t, 7.3.6, 8.1, 9.1, 9 8 1 Labor and Materials, Equipment 1 1.3, 1, 1.6, 3.4, 3.5.1, 3.8.2>
Delays and Extensions of Time 41 .3.I,4.3.8-1,4 3 8.2, 3.12.2, 3.12.3, 3•12.7, 3.12.11, 313, 3.15.1,
6.1.1, 6.2.3, 7.2.1, 7.3.1, 7.3.4, 7.3.5, 7.3.8. 4.2.7, 6.21, 7.3.6, 9.3.2, 9.3.3, 12.2.4, 14
7.3.9, 8. I .1, 8.3, 1().3.1, 14.1.1.4 Labor Uisputes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.3.1
~ Disputes 4.1.4, 4.3> 4.4, 4.5, 6.2.5, 6.3, 7.3.8, 9 3 1 2 Laws and Regulations 1.3, 3.6, 3.7, 3• 13, 4.1.1, 4.5.5, 4•5.7,
~ - Documents and Samples at the Si[e . . . . . . . . . . . . . . . . . . . 3.11 9.9.1, 10.22, 11.1, 11.3, 13.1, 13.4; 13.5.1, 13.5.2, 13.6
Urawings, Definition Of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.5 Liens . . . . . . . . . . . . . . . 2.1 2, 4.3 2, 4.3.5.1, $.2.2, 9.3.3, 9.10.2
Draarings and Sperificatioiis, Use and Ownership of 1.1.1, 1.3, Limitation on Consolidation or Jofnder . 4.5.5
2.2.5, 3.11, 5.3 I.imitations, Statutcs of . . . . . . . . . . . . . . . . . 4.5.4.2, 12.2 6, 13J
Duty to Review Contract Documents and Field Conditions , . . . . 3 2 Limitations of Authority . . . . . . . . . . . . . . . . . . . 3•3-1, 4.1.2, 4.2.1,
Effective llate of Insurance . . . . . . . . . . . . . . . . . . . 8.2.2, 11.1.2 4.23, 4.2.7, 4.2.10, 5.2.2, 5.2.4, 7.4, 1 1.3. 10
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AIA DOCUMENT A201 • GENERAI. CONDI'110NS OF THE COyTRACT FOIt CONS'1'RIiCTlO`' • FO[JR7'EENTH EDITION
AI0 • OO 1987 TI°fL" AMERICAN 1N57'ITUTE OF ARGMI'I'ECTS, 1735 NEW YORK AVEiNUE, N.W, VIASHIiVGTON, U.C. 2UUU6 A201-1987 3
WARNING: Unlicensed photocopying vlolates U.S. copyright laws and is subject to legal prosecution.
I.imicacions af [.iabiliry 2.3, 3.2.1, 3.5.1, 3J.3, 3.12.8, 3.12.11, Owner's Right to Perform Constructfon and to
3 17, 3.18, 4.2.6, 4 2.7, 4.2 12, 6 2.2, 9.4.2, 9.6.4, 9.10.4, Award Separate CoMracts . . . . . . . . . . . . . . . . . . . . . 6.1 ' I
10.1.4, 10.2.5, 11.1.2, 11.2.1, 11.3.7, 13.4.2, 13.5.2 Owner's Right to Stop the Wortc . . . . . . . . . . . . . . . 2.3, 4.3.7
Litnitacion5 Uf Tune, Gencral . . . . . . . . . . . 2.2.1, 2.2.4, 3.2.1, 3.7,3, Owner's Right to Suspencl the Work . . . . . . . . . . . . . . . . . 14.3
3.8.2, 3 10, 3.12.5, 3.15.1, 4.2.1, 4.2.7, 4.2.11, 4.3.2, Owner's Kigiu to 'I'erminate the Cantract 14.2
4.3.3, 4.3.4,4.3.6, 4.3.9, 4.5_4 2, 5 2 l, 5.2 3, 6.2.4, 7.3.4, 7 4, Ownership and Use of Architect s Drawings, Specifications
8.2, 9,5> 9,6.2, 9.8, 9.9> 9.10, 11.1.3, 11 3.1, 11.3.2, 11.3 5, and Other pocuments . . . . . . . . . . . . . . 1 1.1,13, 2.2.5, 5.3
Partial Occupancy or Use 9.6.6, 9.9, 11.3 11
1 1.3.6, 12.2.1, 12.2.2, 13.>, 13.7 patching, Cutting and . . . . . . . . . . . . . . . . . . , . . 3.14,6.26
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[.imitauons of'I'ii1ie, Spccific . . . . . . . . . 2.1.2, 2.2.1, 2.4, 3.I0, 3 1 1, Patents Royalties and . . . . . . . . . . . . . . . . . . . . . . . . . 3.17 ~
3.15.1, 4.2.1, 4.2 11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3.9, 8.2, Payment, Applications for .4.2.5, 9.1, 9.3, 9 4, ,
9•2, 9.3 1, 9.3.3, 9.4.1, 9,6.1, 9.7, 9.8 2, 9.10.2, 11.1.3, 11.3.6, 9.5.1, 9.8.3. 9.10.1, 9.10.3, 9.10.4, 14.2.4
11.3 10, 1 1 .3. 11, 12.2.2, 12 2.4, 12.2.6. 13.7, 14 payment, Certificates for . . . . 4.2.5, 4.2.9, 9.3.3, 9.4, 9.5,
loss of Use Insurance 11.3.3 9.6 t, 9.6.6, 9.7.1, 9,8.3. 9.10.1, 9.10.3, l 3.7> 14. 1. 1 .3, 14.2 4
Material Supplicrs . . . . . . I 3 1, 3.12. 1, 4.2.4, 4.2.6, 5.2. 1, Payment, Failure of . . . . . . . . . . . . . . . . . . . . . . 4.3 7, 9.5. i .3,
9.3.1, 9.3.1.2, 9 3 3, 9 4.2, 9.6.5, 9.10.4 9.7, 9 10.2, 14 1.1.3, 14.2.1 2
hlaterials, Hazardous . . . . . . . . . . . . . . 10.1, 102.4 I'a}'n7cnt, Final . . . . . . 4.2.1, 4.2.9, 4.3.2, 4.3.5, y lU, 11.1.2,
Maucrials, L:ibor, Equipment and 1.1.3, 1.1.6, 3,I, 3•5.1, 3•8•2> 11 1 3, 11.3.5, 12.3.1
3.12 2, 3 12.3, 3 12.7, 3. 1?11, 3 13, 3 15.1, 4 2.7, C 2. I, Payment Bond, Performance Bond and 7.3.6.4,
7.3.6, 9.3.2, 9.3.3, 12.2.4, 14 9.10 3, 1 1 3 9, 11.4 ~
N-feans, Mcthocfs, Tc:chniques, Sequences and Paymcnts, Progress . . . . . . . . . . . . . . . . . . . 4.3.4, 9,3, 9.6,
Procedures of Constructiun 3.3.1, 4.2.3, 4.2.7, 9.4.2 9 8.3, 9.10.3, 13.6, 14.2.3
Minor Changes in the Work . . , . . . . . . . 1.1.1, 4.2.8, 4.3.7, 7.1, 7.4 PAYMENTS AND COMPLETION . . . . . . . . . . . . . . . . . . . . 9, 14
MISCELLANEOUS PROVISIONS . . . . . . . . . . . . . . . . . . . 13 Paymen[s to 5ubc:pntractors . . . . . . . . . . . . . . 5.4.2,9.5.1.3,
N1odi8cations, Definition of . . . . . . . . . . . . . . . . 1.1.1 9.6.2, 9.6.3, 9.6.4, 11 3.8, 14 "L. I .2 '
Mnclifications to the Contract . . . . . . . . . . . 1.1 1, 1.1.2, 3 7.3, 3- l I , PC:[i . . . . . . . . . . . . . . . . . . . . . . . . . . 10.1
4.1.2, 4.2.1. 5.'L.3, 7, 8.3.1, 9.7 Pcrformance [3ond an~l Pa}~ment Bond . . . . . . . . . . . . . . . . 7.3.6.4,
Mutual Responsibility . . . . . . . . . . . . . . . . . . . . . . . . 6.2 9.10.3, l l .3.y, 11.4
~
Nonconforming Work, Acceptance of . . . . . . . . . . . . . . . . . . 12.3 Permits, Fees and Notices . , . . . . . 2.2.3, 3.7, 3 13, 7.3.6.4, 1 U.3.?
Nanconforming Vilork, Rcjcction and Correction of 2.3 1, PERSONS AND PROPERTY, PROTECTION OF 10
43 5, 9 5.2, 9.8 2, 12, 13.7.1.3 PoI}'Chlorinated IIiphcnvI . . . . . . , . . . , . . . . . . . . 10.1
iNacicc . . . . . . . . 2 3, 2 .4, 3.2.1, 3.2.2; 3.7.3. 3.7.4, 3.9. 3.12.8, Product Daca, Dcfinition of. . . . . . . . . . . 3 12.2 .
3.12.9, 3.17, 4.3, 4.4,4, 4.5, 5.2.1, 5 3, 5.4.1.1, 8.2 2, 9.4 1, Product Data and Samples, Shop Drawings . 3.11, 3.12, 4.2.7
9.5. 1, 9.6 1, 9.7, 9.11), 10 1 2, 10 2.6, ► ► 1.3, 11.3, 12.2.2, Progress and Completion . . . , . . . . . . . . 4.2?, 4 3.4, 8.2 - ~
12.2.4, 13.3. 13,5.I, 13.5.2, 14 ProgressPayments . . . . . . . . . . . . . . . . . . . . 4 .3,4,9.3,
Notice, Written 7.3, 2.4, 3 9. 3-12.8, 3 12.9, 4.3, 9.6, 9.8.3, 9.10.3, 13 6, 14.2 3
4.4.4, 4.5, 5.2.1, 5 3. 5.+.1.1, 82.2, 9 4.1, 9.5.1, 9.7, 9.10, Project, Dcfiniuon of thc....... . . . . . . . . . . . . . . . 1.1.4
10 1.2, 10.2.6, 1 1. I.3, I I.3. 12 2.2, 12.2 4, 13.3, I 3.?.2, 14 Project Manual, Dc(inition of thc . . 1.1.7
Noticc of Tcsting and Inspecnons . . . . 13 > 1, 13.5.2 Project Nlanuals . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 5 ~
Noticc to Proceecl . . . . . - - . . . . . . 8.2.2 Nrojec[ Rcrresentarives . . . . . . . . . . . . . . . . . . 4.2 10
Notices, Permits, Fees and . . . . . . 2,2.3. 3.7, 3.13, 7.3.6.4, 10.3.2 Property Insurance . . . . . . . . . . . . . . . . . . ►0.2.5,11.3
Ohservntion.s, Architect's On-Srtc . . . . . . . . . . 41.2.2, 4.2.5. PROTECTION OF PERSONS AND PROPERTY . . . . . . . . . 10
4.3 C> 9 4.2, 9.5. I,).10. I, 13.5 Re};ulations and Laws . 1.3, 3.6. 3.7, 3 13, 4 1.1, 4,5.5,
Ohscnrations, Contractoi's . . . . . . . . . . . . . . . . . . . . 1.2.2. 3.2.2 4 5-7, 10 2.2, 11.1, 11.3, 13.1, 13.4, 13_5. I , I 3.j.2, 13.6, 14
Occtipanc}r . . . . . . . . . . . . . . . . . . . . . . . . 9.6.6, 9.8 1, 9.9. 11 3 11 RcjcctiUn of Wnrk - - . . . . . . . . . . 3.5 1, 4 2 6, 12.2
On-Site Inspcctiuns b}= thc Architect . . . . . 4.2 2. 4 L.), 4 3 6, Rele.7t.5es of \Van•crs and f.iens . . . . . . . . . . . . . . . . . . 9.10.2
).4.2, 9.8.2. 9.9.2, 9.11).1 Represcntahons . . . . . . . . . . . . . . . . . . 1.2.2. 3.5.1, 3.12.7,
On-Sitc Obse:rvations by the Architrct 4.2,2, 4.2.5 , 4 3 C; 6.2.'L, 23.2 1, 9.3.3, `).-i.2; 9.5.1, 9.f.i "L, 9.10.1
9.4.2, 9.5.1, ).10. 1, 13.5Representa[ivcs . . . . . . . . . . . . . . . . . . . . . . . . 2.1.1, 3.1 l, i 9.
Orders, Writ[en . 2.3, 3.9, +.3.7; 7, 8.2.2. l l.3.9, 12. I; 4.1.1, 4? 1, 4 2.1 p, 7. I. I, 5.1.2, 13.2.1
12.2, 13.5.2, 14.5.1 Resolution of Claims and Disputes . . . . . . . . . . . . 4.4, 4.5
Rcsponsibility for'1"hose Pe:rfonning the Work 3.32,
OWNER . . 2
4.2 3, 6.1.3, C.,.2, 10
O~vncr, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.1 ftctainagc . . . . . . . . . 9.3. I , 9.6.2. 9 8.3, 9 9. l . 9.10.2, 9.10 3
Owner, Informatfon and Services Required of the 2.1.2, qeview of Contract Documents and Field '
2.2, 4.3.4, 6. 1 o.1.4, 1 1.2. l 1 .3. 13.5.1. 14.1.1.5, 14.1.3 Conditions by Contractor 1.2.2,3.2, 3 7.3, 3 12.7
nwncr's Au[hority . 3.8 1, 4.1 .3, 4.2.9, 7.2.1, 5,2.4, 5. i. I, Rcvicw of Contractor's Submittals hy
7_3 1, 8 2 2, 9 3- I, 9.3 2, 1 I 4.1, 12.2 4, 13 5.2, 14.2, 14.3 1 Owner and Architt;ct 3.10.1, 3.10.2, 3.11, 3 12
, -
Qwner'S Financial Capabilit}' . . . . . . . . . . . 2.2.1, 14,1.1.5 4.2.7 ~.9 ~ ~.3_ . 9.~ :
, 4 5 _ 1, 5.__,9t3.2
Owner's Liability Insurance . . . . . . . . . . . . . . . . . 11.2 Kev,cw ol' Shop Drawing.,, Produci 17aca
Uwner's Loss of Use lnsur:ince . . . . . . . . . . . . . . . . . . . . . . . . 11.3 3 and Samplc:.s hy Contractar . . . . , . . . 3.12.~ .
Owner's Rclationship with Subconcraccors . . . . . . . . . . . . . . . 1.1.2, Rights and Remedies . . . . . . 1.1.2. 2.3, 2 4, 3.5.1, 3.15.2,
5 2.1, 5 4.1, 96 4 4 2 G, 4.3.6, 4.5, 5.3, 6.1, C 3, 7.3.1, 8,3.1, 9.5.1, 9.7, 10.2 5,
Owner's Right tu Carry Out the Work 2.4, 12 2.4, 14.2.2.2 10 3, 12.2.2, 12.2 4, 13.4, 14
Owner's Right to Clean Up . . . . . . . . . . . . . . . . . . . . . . 6.3 Royalties and Patents . . . . . . . . . . . . . . . . . . . . . . . . 3.17
AIA DOCUMENT A201 • GEh'ERr1L COND(TIONJ OF 7'I-IE CO\"l'RACT FOR CONS'1'KUC'f'IC)N • FOL'RTEEi\7'H L'DITION
4 A201-1987 AIA'& • O 1987 THE AMEK1CAN 1NS'I'I"I'U'I'E C)F ARC:HITF.CTS, 1735 NEW YORK AVGNLG, N.Vi'., WA51iING1'OV, D.C 20006
WARNING: Unlicensed photocopying vfolates U.S. copyright laws and is subject to legal prosecution.
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~ ~ .
' Rules and Notices for Arbitration . . . . . . . . . . . . . . . . . . . . . 4.5.2 Suspension by the Owner for Convenience . . . . . . . . . . . . . 14.3
Safety of Persons and Property . . . . . . . . . . . . . . . . . . . . . . . 10.2 Suspension of the Work . . . . , . . . . . . . . 4.3J, 5.4.2, 14 1.1 4, 14 3
~ Safery Precautions and Programs 4 2.3, 4.2.7,10.1 Suspension or Terminauon of the Concract 4 3.7, 5.4.1.1, 14
Sainplcs, Dcfinition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.12.3 Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.6, 7.3.6.4
~ Samples, Shop Drawings, Product Data and . . . 3.11, 3.12, 4.2.7 Termination by the Contractor . . . . . . . . . . . . . . . . . . . . . . . . 14.1
Samples at the Site, Documents and . . . . . . . . . . . . 3.11 Termination by the Owner for Cause . . . . . . . 5-4 1.1,14.2
Schedule of Values . . . . . . . . . . . . . . . . . . . . . . 9.2,9.3.1 Termination of thc Architect . . . . . . . . . . . . . . 4.1.3
Schedules, Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.10 Tcrrninaciqn of thc Gontractor . . . . . . . . . . . . . , . . . . . . . . . . 14.2.2
- Scparatc Contracts and Contractors . . . . . . . . . . 1. 1.4, 3.14.2, 4.2.4, TERMINATION OR SUSPENSION OF THE CONTRACT . . . . . . 14
4.5.5, C, t i.3.7, 12.1.2, 12.2.5 Tests and Inspections . . 3-3.3, 4 2.6, 4.2.9; 9.4.2, 12.2.1, 13.5
I Shop Drawings, Definicion of . . . . . . . . . . - - . - - . . . 3.12 I TIME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Shop Drawings, Product Data and Samples 3.1 I, 3.12, 4.2.7 Time, Delays and Extensions of . 4.3.8, 7.2.1, 8.3
Site, Use of. . . . . . . . . . . . . . . . . . . 3.13, 6.1. 1, 6.2. t Time Limi[s, Specific . . . . . . . . . 2. l .2. 2.2 1, 2.4, 3,10, 3. t 1, 3. 1 5 1,
Sitc Inspcctions 1.2.2> 3.3.4, 4.2.2, 4.2.9, G.3.6, 9.8.2, 9.10.1, 13.5 4 2.1, 4 2.11, 4.3, 4.4, 4.5, 5.3, 5.4, 7.3.5, 7.3,9. 8?, 9•2: 9•3•1,
Site Visits; Architect's 4.2.2, 4.2.51 =+.2.9, 4.3.6, 9.3,3, 9.4.1, 9.6.1, 9.7, 9.8.2, 9.10.2, 1 1.1.3, 1 1.3.6, 1 1.3.10,
9.4.2,9.5.1,9.8.2.9.9.2,9.10.1, 13.5 1 1 .3.11, 122.2, 1224, 12.2.6, 13.7, 14
Special Inspcctions ind Testing . . . . . . . . 4 2.6, 12 2.1, 13.5 Time Limits on Claims . . . . . . . , . 4.3.2, 4.3.3, 4.3.6, 4 3 9, 4.4, 4.5
Specifications, Definition of the . . . . . . . . . . . . . . . . . . . 1.1.6 'I'itlc eo \Work . . . . . . . . . . _ . . . . . . 9.3.2, 9.3.3
Specifications, The . . . . . . . . . . l .1. 1, 1.1.6, 1.1.7, 1.2.4, 1.3. 3.11 UNCOVERING AND CORRECTION OF WORK . . . . . . . . . . . . . 12
I Statuccs of Limitations . . . . . . . . . . . . . . . . . . 4.5.4.2, 12.2.6, 13.7 Uncovering of Wor1c . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.1
L Stopping [he Wark. . . . . . . . 2.3, 4.3.7, 9.7, 10.1 2, 10.3, 14 1 l: nforesecn Conditions . . . . . . . . . . . . . . . . . . 4.3.6, 8.3. I , 10.1
7.I.4,7.3.3.2
Stored Ntaterials C 2.1, 9 3 2, 10.2 1 2, 11 3.1 4, 122.4 l;nit 1>rices
, Subcontractor, Definition of . . . . . . . . . . . . . . . . . . . . . . . . 5.1.1 Usr of Dncuments . . . . . , . . . . . . . . . . . 1.1.1, 1.3, 2 2.5, 3.12.7, 5.3
• ~ SUBCONTRACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Use of Site . . . . . . . . . . . . . 3.13, 6.1.1, 6.2. 1
~
Subcontractors, Work by . . . . . . . . . . . . . . . . . . I .2.4, 3.3.2, 3.12 1, Values, Schedule of . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2, 9.3.1
4.2.3, 5,3, 5•' Waiver of Claims: Final Payment 4.3.5, 4.7 1, 9.10 3
Subcontraetual Relations . . . . . . 5.3, 5 4, 9.3.1.2, 9.6.2, W<tiver u(Claims by the Archiccct. . . . . . . . . . . . . . . I 3.4.2 ~
9.6.3, 9.6.4, 10,2.1, 11.3.7, 11.3.8, 14.1.1, 14.2.1.2, 14.3.2 Vi%31V1'CoFC.I11t115bY[IICCOII[[3CIOf......... ).IO.i, 11.3.7. 13.4,2
Suhmittals 1.3, 3.2. i, 3. ](1, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, Waiver of Claims by thc O,\.-ncr 4.3 5, 4.5.1, 9.9.3,
7.3.6, 9.2, 9.3.1, 9.8.2, 9.9.1, 9.10.2, 9 10.3, 10.1 2, 11.1 3 9.10.3, 11.3.3, 11.3.5: 11.3.7, 13.4.2
Subrogatlon, Waivers of. . . . . . . . . . 6.1 1, 11 3.5,11.3.7 Waiver of I.iens . . . . . . . . . . . . . . . . . 9.10.2
.
~ Substantial Completion . . . . . . . . 4 2.9, 4.3 5.2, 8.1 1. 8.1 3. Waivcrs oCSubrogation . . . . . . . . . . . . . . 6.1. 1, I I .3.5, I I .3.7
8.7.3, 9.8, 9.9.1, 122.1, 12.2.2, 13.7 Warrantyand Warranties . . . . . . . . . . . . . . . . . . . . . . . . 3.5, 4.2 9,
Substantial Cnrnplction, Dcfinition of . . . . . . . . . . . . . . . . . . . . 9.$. I 4.3.5.3, 9.3.3, 9-$.2, 9.9.1, 12.2.2, 13.7.1.3
Substitution of Subcontractors . . . . . . . . . . . . . . . . . 5.2.3, 5 2.4 Neather Delays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.8.2
Substitution of the Architect . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.1.3 When Arbitration May Be Demanded . . . . . . . . . . . . . . . . . . 4.5.4
Substitutions of ilvlatcrials . . . . . . . . . . . . . . . . . . . . . 3.5.1 WOrk, Dl'FiI11IIU11 of . . . . . . . . . . . . . . . 1.1.3
Sub-subcontrartor, Uefinition of . . . . . . . . . . . . . . . . . . . . . . . 5.1.2 Written Consent . . . . . . . . . . . . . . 1.3.1; 3.12.8. 3.14.2, 4.1.2, 4 3.4,
Suhsurfacc Conclinons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.6 4.5 5, 9-3 2, 9 R 2, 9.9.1, 9.10.2, > 10.3, 10 ] .2, 10.1.3,
Successors and Assigns . . . . . . . . . . . . . . . . . 13.2 11 3 1, 1 1.3• 1 •4, t 1.3. t l , 13.2, 13.4.2
~ Superintendent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.9, 10.2.6 Written Interpretations . . . . . . . . . . . . . . . . . . . 4.2. I 1, 4.2.12, 4 3 7
Supervision and Construction Procedures 1.2,4, 3.3, 3.4, Written Notice 2.3. 2.4, 3.9, 3.12.8, 3 12.9, 4.3, 4 4.4,
4,2.i, 4.3.4, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 8.2, 8.3.1, lU, 12, 14 4.5, 5.2.1: 5.3, 7.4.1.1, 8.2.1, 9.4.1, 9.5.1, 9.7, ).IU; I0,1.2.
Surety 4 4.1, 4.4 4, 5.4.1 2, 9.10.2, 9 10.3> 14.2.2 ] U 2.6, 11 1.3, 11 3, 12 2.2, 12 2.4, 13.3, 13.5 "L, 14
Surety, Consent of . . . . . . . . . . . . . . . . . . . . . . . 9.9.1, 9.10.2; 9.10.3 Written Urders.............................. 2.3. j.), 4.3.7,
~ Survc}•s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.2.2, 3•18.3 7, 8.2.2; 11 .3,9, 12.1, 12.2, 13.5...~. 14.3 I
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AIA DOCUMENT A201 • GENEItAL CONDITIONS OF TFIE CON1'12AC`I' HOR COvSTRI;C.TION • FOURTEEIdTH EDITION
AIA° •Oc, I987 THE AMEKICAN 1NSTI"I'L'TE nF t1RCHl"I'EC"f5, 1735 \EV(% 1'OKK AVENtJE, N W.. WaSt•IING't'C)N, I).C. 2f1006 A201-1987 5
WARNING: Unl(censed photocopying violates U.S. copyright laws and is subject to legal prosecution.
GENEI2AL CONDITIONS OF THE CONT'R.ACT FOR C0NS1"RUCTION
ARTICLE 1 ment, constniction systems, standards and workmanship for the Work, and performance of related services. .
GENERAL PROVISIONS 1,1,7 THE PROJECT MANUAL '
The I'rojecc Manual is the volume uSually assembled for che
1.1 BASIC DEFINITIONS Work which may include the bICICIlI1$ rcyuirements, sainple
1.1.1 THE CONTRACT DOCUMENTS forms, Conditions of the Contract ancl Specifications.
'I'tie Contract Documcnts consist of the A reement between ~
~ 1.2 EXECUTION, CORRELATION AND INTENT
Owner and ContractOr (hereinafter the Agreement), Conditions
of the Contract (General, Supplementary and other Conditions), 1,2.1 The Contract Iaocuments shall be signcd hy the O~vner Dra~vings, Specifcations, addencia issucd prior tU execution of and Coiitractor as provided in the r~greement. Tf either the
the Contr;ict, other documenLs listcd in the Agrcciticnt and pwtier or Contractor or both cio not sign all the Contract
Nptodifications issued after esccLuion of the Contract. A Moclifi- 17ocuments, the Archi[ecc shall ►denury sucn unsigncd Docu-
cation is (1) awritten arnenclment tO the Contraet signed by
both p" ~rties, (2) " ~ Chauig' ~ Order, (3) a Construction ChanRe Inents upon r~quest.
' Directive or (4) awrittcn orcier for a ininar change in the Work 1.2.2 Execution of the Contrzct by the Contractor is a repre-
issued by the Architect. Unless speafic2dly enumeriued in the sentation that the Contracwr has visitecl the siee, become Eunil-
Agreement, the Contract Dotuments do not include other iar with local contlitions uncier which the Work is eo he Eaer-
documents such as biclding rcquircments (advertise►nent or Iormeci and COrrel3Ctd persotlA obscrvations with require- '
invitation to bid, Instrtictions to Bidders, samPle fc~rms, the 111CI1(S Of [t7C Contract llocuments. Contracror's bid or portionS of addenda rclating to bidding recluiremEntS) 1.2.3 ~rl,e uitent of the Contract 17ocuments is to include ~~ll
items necessary for the proper executipn and complecion of the
1.1.2 THE CONTRACT Work bv the Contractor. The Contract Documents are coiliple-
T'he Contract Documents forin the Conti<<ct for Construcaon. mentary, and what is required by one shall he as binciing as if
,
1'hc Contract represencs the entire and integratecl agreement required by all; performance by the Concrac[or shall be
between the parties herero anct supersedcs prior negotiations, rcquired onl}° [O CIIC CYICIIi CO11S1SiCll[ ~vith the Contract Docu- representations or agrccrnents, either written or oral The Con- mcnts and rezsonably infcrable from them as being necessary ~
tract may Ue arnended or moditied only by aModitication. The to prodtice tht intendeci results. '
Contract Documents shall not be construed to crcatc a contrac-
betv~~een the Architect and Con- 1•2•4 Organization of the Specifcaac~ns int~~ cli~~isic~ns, seetions
tual relatic~nship c~f an}~ kind (1)
tractor, (2) bet~vccn the OR~ner ~tnd a Subcontractor or Sub- ~~~~Ci articles, and arrangement of Dra~~~inbs sh~ill not control the : i
subcontractor or (3) between any persons or entities other than Coiitractor in dividing the Work among Suhcontractors or in
cstablishing the e~tent of ~.Y~ork to be ~erformed by any tradc.
the O~~ner anti Contractor. '1~7ie Architect shall, hocvever, be
entiilecl eo perform<<nce at1d enforcement of obligations under 1,2,5 Unlcss other~.vise stated in the Contract Dpcuments, the Contrac:t intende:cl to Facilitate performance of the words which have well-known technical or construction indus- '
Architcct's duties. try mcanings arc used in the Contract Documcnts in accord-
1.1.3 THE WORK ancc With such rccognized mcanings.
"1 hc tcrni "Work" itieans the constructipn itnd services 1•3 OWNERSHIP AND USE OF ARCHITECT'S ;
required by the Contract Documcnts, whether cn►1ipleted or DRAWINGS, SPECIFICATIONS AND OTHER '
partiall}T completed, and includes all other lahor, materials, DOCUMENTS ~
equipment and scrvices provided or to be providcd by the 1.3.1 'Chc Drawings, SpeCificaticros wut other C.IOCUIlle11[S
Contractor to fulfill the Contractor'ti ohligations. '1'llc: Work preparec.1 hy the Architect are instrument5 of the Architect's
may cnnstitute the whale or a part of the Project. service through which the Work to be executed by the Con- i
1.1.4 THE PROJECT tractor is describtd. The Contractor may retain one contraCt
1"he ('roject is the tutal construction of wlllCfl ille Work per- record set. Neither the Contracror nor an}• Subcontractor, Sub-
for tiubcontr~ictor or ►naterial or equip«ienc supplier shall oR~n or ~
in~d under the Contract Documents ma}r be the ~~~hole c~r a claim a copyright in the Dra~vings, S~c:cifcations and other
part and ~vhich inay inclucte construc:tion by the O~~ncr or b~~ documents prepared by the Architect, and unless otherwise
separate contractors. indiCiuecl the Arehitect shall be deemed the author of them and
1.1.5 THE DRAWINGS will retain all com►1ion IaRT, statutory anci other rese►-ved rights,
The Drmx-ings are ttle graphic and pictori:il portions of the Con- in addition ro the copyright. All copies of them, except the _
tract DOCUI11CIliS, wherever located and whenever issueci, Contriictor's record set, shall be retumed or suitably acc:ountcd ~
showing the dcsign, location and dimensions of the \VOrk, for ro the Architect, on request, upon completion of the Work
generally incluciing plans, elevations, sections, details, schcd- The Drawings, Speeifications and other docurnenLs prepared ules ~ind cliagrams. by the Archicect, anci copies thereaf fi~rnished to the Con[rac-
~ tor, are for usc solcly ~~ith rc,spcct to this Prajcct. They are not -
1.1.6 THE SPECIFICATIONS to be uscd hy the Contractor or any Subcontractor, Sub-
The Specifications are that pnrtion of the Gontract Documents subcontracror or material or equipment supplier on other proj- '
:
consisting of the wriuen requircmcnts for materials, cquip- ects or for additions to this Project ou4Side the scopc of the
AIA DOCUMENT A201 • GLNE}tAL CUNU17'[On'S OF TI-IE CUNTRACT FOR CO\TSTRC'CTION • FOURTEENTH EDITION +
s A201-1987 AIAO • @ I)M? "I'HE AA1EftICAN lNS"I'I'I'U"fE UF AItCHI'1'EC'fS, 1735 NEW 1'ORK AVENUE, \W., WAShllh'GTOY, I) C. 2(►Qo6
WARNING: Unlicensed photocopying violates U.S. copyrlght laws and is subJect to legal prosecution.
Work without the specific written consent of the Owner aui ments and charges requircd for canstruction, use or oa:upancy
Architect. The Contractor, Subcontractors, Sub-subcontractors of permanent st►lictures or for permanent changes in existing
and material or equipmen[ suppliers are granced a limited faciliues.
licensc to use auid reproduce applicable pvrtivns of the Draw-
ings, Specificacions and other documents prepared by the 2•2•4 Information or scrvices uncler the Owner's control shall
Architect appropriate to and for use in the execution of their be Furnished by the Owner wi[h rea.sonable promptness to
Work under the Contract Documents. All copies made under :ivoid delay, in orderly progress Uf the Work.
this license shall bear the statutory copyright notice, if any, 2.2,5 Unless otherwise provided in the Coiltract Documents,
shown qn the Drawings, Specificatians and <ather ciocuilients
prepared by the Architeet. SubmittaJ or distributi~n to meet the Concractor %>>ill be furnished, frre of charge, such copies of
afFicial regulatory requireitients c~r fc~r other purposes in con- nran~in~s ~ind Project ~4anu~ls .~s .irr reasonahlv necessary for
nection «rith this Project is not ro be construe~i pt~blicatiUn ~~~cutii~n c~f the ~W~rk.
~ in dc:rogation of the Architect's copyright or other rr:servecl 2,2,6 The foregoing are in addition to ot}ier cluties and respon-
rights. sibilities of the Owner enumerateti herein and especially those
1.4 CAPITALIZATION in respect to Article 6(Construction by Owner or by Separate
~1.4.1 Terms capitalized in these Generil Gonditions include Contractors), Article 9(Payments and Completion) ancl ,article
thase which are (1) specificall}' defined, (2) the [1[ItS Of IlUtll- I I (ItlSlli'ance and Boncis).
- berecl articlcs und idcntifieci references to Paragraphs, Subpar:i- 2,3 OWNER'S RIGHT TO STOP THE WORK
graphs and Clauses in the document or (3) the titles of cxher 2,3.1 If the Contracwr fails w correct Work which is not in
dOCUIIICI7[S pUbIISIICCI by the A111f:fICaIl IIISU[U[C Of ACC}71ILCCS. 1CCQId3I1ct with the requirements of the CcmtraCL DOClIlilClliS
1.5 INTERPRETATION a.s required by Paragraph 12.2 or persistently failti to carry out
1.5.1 In the interest of brevity the Contract Documents Ire- Work in accorclance ~.~~ith the Contract Documents, the Owner,
quently omit modifying words such as "all" and "any" and arti- bY written order signed personally or by wi agent specifically so
cles such as "the" and "an," hut the fact that a modifier or an empowered Uy che Owner in writing, may Urder the Contrac-
article i5 absent from one staternent and appears in another is fnr tQ stop the Work, or :tny portion thereof, until the cnuse for
[10C IIItCIICII.CI l0 aCfect the interpretation of cithcr scatement. such order ha.s bccn climinatcd; howcver, the right of the
Owner tos[op the Work shall not give rise to a duty on the part
of the Owner ta cYCrcise this right For the heneft of the Cc>n-
, ARTICLE 2 tractor or any other person or entity, except to the extent
- required by Subparagraph 6.1.3.
~ OWNER 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK
2.1 DEFINITION 2.4.1 If the Contractor def tults or neglects to carr}~ c~ut the
2.1.1 The d~vi~er is the prrson or entity idrntificd its such in ~C~ork in aec:orcl.{ner «~ith the Con[ract Documents and fails
the Agreement and is rcferred to throughout the Contrac:t within a seven-day perioci after reteip[ of writtcn noticc from
Docurncnts 'WS if singular in number. The tcrrn "pwner" mrans the Owner to commcnce anil continue CorreCtiun c>f such
the Owner or the Owncr's authorizeci representative. default or neglcct with diligence and promptnrss, the Ownrr
may aftcr such seven-da~~ period gi~re che Conrraccor a sccond
2.1.2 'I'he; C~~Tner upon rcasonable «~ritten reyuest shall fLirnish ~~ritten ncxice [o correct such deticiencies within a second
ro the Contractor in writing information which is necessary and seven-day period. lf the Contractor within such sccUnd scven-
relrvant for the Contractor tp evaluate, give; notice of or day period al'ter rcceipt of suCh secOncl nOtice tails tu c0111-
enforce mcchanic's lien rights. Such inforina[lOll Sh-Al inclucle a i»ence and continue to currert any dcficieilcies, the pwner
correct statement of the record lcgal title to the property on r»aNI, n>>thout prejudicc ro other rrmedies the Owner may
which the Project is located, usually referred to as t}le site, au~d have, correct such cieficiencies. In such case an appropriaue
the Owmer's interest thcrcin at the time of exerution of the Ch.mgc Oreler shall be issued deducting from p:i\.menrs chen or
Agreement ancl, within tive days afcer auiy cllange, mforn7auol1 thereafter duc the ContraCtor the Cost of correc[ing such Cleti-
Of such change in title, recorded or unrecorclecl. ciencies, incluciing compcnsation fe~r the Archuect'S aclciitional
- scrvices and expenses made nrcessary by such clCt:tult, ne};lect
2.2 INFORMATION AND SERVICES or failure. Such action lay the Owner ancl amounts charged tu
REQUIRED OF THE OWNER the Contractor arc both suhject to rrior approval of the rlrchi-
tect. If payments then or thereatter due the Gc~ntractc~r at•e not
2.2.1 The OR~ner shall, at the request of the Con~ractor, prior Suffic:ient to cuver such anx~unts, thc Conu~actor shall pay the
to cxccutic~n of chc Agreement and ~r~mptl}~ frc~m time t~ time differencc to the Owner.
thc:reafter, furnish to che Contractor rcaSC)il:1bIC C\'ICICf1CC CFlat
tinancial arr.utKcmenls have been made to fultill the Qwner's
obligatiuns uncler the Contract. [A'ote: Unless suc.h reasorzcrble ARTICLE 3
Pl'1dL'lICC 1L'C'l"C f1U711S{JC'll Oll 1'C'C,llC'St J)1"!UY' tU IhL' C:1PC1111011 Uf
tbe Agreenren1, rhe prospec:cic;e cunlractur tvottlcl irot be CONTRACTOR
)'C'G/Ill/'C'd lU C'.l'G'C'C/lE' 1bC' AgY'C'CI)1C'1'll Ol' CU COY)I7)lPI1CP l/JC' WQYk.J
' 2.2.2 "I'he Ownr:r shall furnish surveys clescribing ph}°sical 3.1 DEFINITION
char<<cteris tics, legal limitations and tuilitV locaLiOns For the site
~oC the Project, and a legal clescription of the siee. 3.1.1 `I'he Contr:icror is [hC pCrson or EnCity identifie:d as such
in the rlgree:iiient and is rcfcrred to [hroughout the Contract
2.2.3 Except for permits and fecs which arc the responsibility Documents ~.s if singular in numher. The term "Contractor"
- of the Ccmtractor under the Gontract llocuments, the Owner meauns the Contr.ictor or the Cc~ntractor's authorired
shall secure and pa}, for necessary arprovals, easemenrs, assess- representative.
,
AIA OOCUMENT A201 • GENEftAL COi\DI'fIONS OF '1'HE CON'I'IZAC'I' FUK CU1S'I'NUC'I'IUN • FUIiRTEEV'I'FI EDI"1'ION
AIA'D •O 19$7 THI: AAIERICA\ InSTITI;I-E OF ARCHITECTS, 1735 NFW YORF: A\'ENUE, N.W., WASH[NGTON, D,C. 20006 A201 -1987 7
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
3.2 REViEVM! OF CONTRACT DOCUMENTS AND 3.5 WARRANTY
FIELD CO#VDITIONS BY CONTRACTOR 3.5.1 The Gorttractor warrants to €fie C]wner anti Architect that . ~
3.2.1 '1'he C{}I3CCaCC4T shatl carefully study and Colllpare the T71-aCCT1aI8 aIld L'qU1plT1eRI Furnislicd under the Ccantracr will be
C:ontract L7oca1111ent5 with eaen orlicr and with inform.itic)n of goc~d ciualiL}r and ncw unless otherwise rcquireci or perniit-
furnished b}F the pwner ptirsuarrt to Subpamgraph 2.2.2 nnd ted by thc Contz-ac:t Docuinems, that the Work will hc frcc
sttnll at otzce rcport cc) the ArcMitect errrars, inconsistencic:s or froill tiefects not inhcrent in the qualitv re(I«ired nr pcrmitt,ecl,
c71Z11551o115 CiisC:overed °I'he Contrrtctnr shalI not be liable co thc anci cha[ the Work x~vill c[?nform wirh thc requircments of etie
Owner or Architcct Fnr €iru7lnge resulting fron7 errors, inconsis- C:o«tract Documencs Wnrk not eoiiforniiiig trr rhese require- -
tct}cies or oniissions in the Contraet L70cU111e1_1t5 unlesS the mencw, includirlg s1L1lj%tituri0nS nrrt propc:rly approved and
Coniracior recagnized SLIch errOr, ir1Con5i5tencV or omission nLIth€~rize.d, rnay lae ccsnsidereci cieFcc-ukFe. Thc Contr.actor's i
and knowingly faileiJ to report it to the Architect_ tF Lhc C:cyn- warnuzty cxcludes i-eiiiedy for damage or deFecL CausCd I-W
;ractor perlorrizs any construction activity knowing it invo]ves ~&use, i-nuciiF'ications not cxecuteci hy ihe Cnntractar, inipro1}er
a rccogni-r_c:d error, incc]iisistency C)C t7fI11451i717 ITl th€: C:onEracs or insufficietzt maii7tenance, impropcr opcration, or normal i,
E)ot:uments wiihout such notice to thc Architect, the Cantrae- wear tuid tear under norm2l u,;agc. ]f recluircd h}l the Architecz,
ror sh.01 ~tssiirrtc appropriatc respoiisibility for such pcrfor- the Contractor shall fLtrnisti &itisFac.torv evicJciicc- iiS to t,he kinCi
nnancc and shafl hc.ir an approprittLe :-i-rrtouiit (if the attributable '211tl CILYa]itV crf n}atcri<als and equipnient, ,
cessts tor corrcction '
3.6 TAXES
3.2.2 T'he Conu•.ictor shall wkG ticfd inczisureinenks aild verify 3.6,1 Thc Ccanteaetor s hall pay sales, co nsuiii er, ube and sini ilar
ficlcl cc}nciitions aI1d shrill curcfull}l coinpare such field ,nca- Laxcs for thc Wr}rk or ~~~sr~ic~ns ~7icrcaf pzovic~ed by~~ t1~c C~n-
SUieri']c[1f5 allCt C4iidIt10E}5 anCl Vtl'Ier iilF~~rri'lati4t1 kn~7~~n tC~ rYte tractor which are le};ally cnactGd w~Fhel~ bids .xre received t~r
Cc~~~trac«ar with the Contrac[ l~oc,umcncs hcFr~rc cariimencin~; i~ugc~~ii~tic~ns cancluded, whe[17er or not yet tffec-rive nr merelv
ct«fitics. F..rrc~r~, int~r~nsistencics c~r omissions Clts~:c~vere(J shdl~ ~ch~ciuled tca ~;o jnto cf~ect,
he rcltiortecl to tI}c Arcliitect at once
3.7 PERMCTS, FEES ANa NOTICES
3.2.3 T'}7c C:nntractor Shall perforrrl the VL{ork in accordance 3.7.1 U»Icss ather~~~e providcd IIl TI'1C C,C}1lTfacc Docurnc•nts, w•ittz thc [:onrract DOcurrienis and subinittals approved ~)Llr-
t~7c ~.C7nrrryCCr) r Shi ll ;ccurc aii ti pay fo tne t) uil~lin~; 4~~.ri~i it a n d
~j,1~,
suans sc~ F'aragraph
nther pcrmits anci govc:rnrnencA fecs, ficcr-ises anci inspectiorts
3.3 S4JPER111SION ►4ND CONSTRUCTION PROCEDURES ncccssziry For prcaper executio» and conapJrtion oF the VG'ork
~ftzict~ are CLas[c~ir~arily securetl ,ifter execution of ti~e C~~ntr~ci
3.3.1 "Tl~e C;ontr~~tc~r ~hal1 supc~~i~c~ :~nd dircct tl~e ~~c~rk; 4in6 urhich are legally reqlLlired whcz1 bids are rcCcivc:cl nr ticgn-
using ttie C;ontractc7r°s bcst skill arid accencic3n. The C:u»ir,accor Elr[~L4~11S ccFncl~~de~l.
s~~~~ll be so~lc~l~• respc~nsihEe fc}r ind h.ivc ct?ntrc~! o%'C~-cc~nstruc-
tion means, mcihocf.5; tcchnique4, sequenccs ancl prucedur-r.-, 3.7.2 "1'hc: Contractor shall comp1}= wich and givc iioticcs
1nd for coordin-i(ing .All ljcari.usns oF ti~c ~~C{ork ~u~~~rr ttic Coi)- reCkuire~i by la~ti~s, c~rdinai~ces, rulcs; rcgulatic~ns :ilic! lakvful ;
tract; untcss C:cantract Documents gix•c orher specific inscruc- orclers oF pLihlic authcsritic_,s bc.aring on pcrformarzce of the
t1urts c:OnCerning thCSe n,att'Fs_ Wor~;.
3,3,2 "['Itie Gontractor shall be respnrzsible to rrle C.~iNrncr for uc:ts 3.7.3 IL is not the C:ontr-actoF'S respansibilitv ro asccrsain that
ancl omissions of the Contr•:ictor's eniple}-ces, 5ubc;ont.r:4ctc~rs the Contract Docurnents are in acc:ordance N;vrth .ipplic:able
ai,ci cheir agents anci emplo}lces, -inci other persc}ns performing 1a,,vs, statutes, orciinanccs, hLrtilcling cot~e~,, ancl rul~5 -artdre:gLII2-
porrions oF the Wark unClcr contra~t witli the C:ontrKictcr. cions i-iow-ever, if the ConcraCtCar ob5erves [ii.it porticns oF the
Cc~nrr~~c~ I~~rc~~~~cnt~; :ir~: ~fi ~lari~nce thcrc~~~th, the Contractor
3,3,3 °l'i~~: C;~~ntr,4cttar til}:~11 ni~c bc re lie ~•tci c) ft~f~lig,~ t ions t() pcr- ~h~l~ }~r~~m~►tl}~ ~oCify tt~e Arehitect an~i ~~Wi~cr tn ~fritir~~, ~ncl
Fc~rm [}ie Wc~rk ir1 ac•cClrr~t~I~CC .uith the Cor~ir~rc[ I7c~Ctimcnt~ necessarv chru7gt's stiall be accorriplishccl byr apprOpriate
ciLher 13y :activities or dukies of the Architeck in rtic Archtitect's mod;ficatior7.
~<iE7iinistration oF ttze Contrac.t; (-,)r hy tcsts, inspccciuns or
~ipprov.als rCcjti1i1•cti cxr pcrfcarmcd brr perAms, officr [h.xn thr 3.7.4 if tkzc: Gontraccor perforrris Worh knowing it rc~ ks~ con-
C.onimeror trnr~• to !aws; sta tuces, f}TCt Iflt1I3Ces, hu[]clir-ig co des, ancl rulcs and
~ci~~n~ ~~ithout ~uch nc~ci~~ io ~tz~ Architc_ct and ~~rner,
reguk
3.3.4 T}~c C:[~i~t r.ac tc~r s~~all L~e 3•e~p~~nsil~le fzar inspectlun of E1c~r- Lhc C:or3tractor shall assume full respo«sibility Fnr sueh Wor#c
taort,~ ()l Work .it1'e:xly }7CfF4]CIl1CLI l!lICIeV firlly Go11fr1C[ I4 deTL'Y- tind shall f)ear Lht: at(ribtGtable co)ts_ ~minc (h.it suc,h ponions arc in PrOE-)er cond'rrion tc) rcceive sub-
.,~&quem Work. 3,$ ALLOINANCES
3.4 LABOR AND MAtERIALS 3.81 "I"he C;ontractor shall inclucie in thc Contract tiuin all
3.4.1 LJnless othernrise provided in tl'ie C;ont.rac;l Dr}cumeiz[s a6ltaw;i~~c:es stAted i ~7 dhe Ga,}tracr D~~L~.iinc~~tS . l(ems ~:0kfCr~d
ttic C:c~i~tr:ictc) r sh:1l I ~}rC]Xr1CIc :lI~CI 13:~~F fr) r 1~~1')cyr, rrt~~~c riiils, cyuip? l~~r allc~u~~nc~•s ~h~Il I~e supE~licd fcsr suc:h an~okints a~~! I~y s~~h
p (f i-sisns o r c nti[ics as the 0ufncr may ciirect, YrLi t thc CO ntraC tc~r
iticnt, tocx~s, conistrucEion equipmcnt :itlci r7~~ichinery, watcr; shall noc l-)t rc•quirecl to ernplay persons or entitics ag:jnst
_ h<at, utilities, rr.fnspartaticsn; aunci othei- Facilities -iI-it.l wrvices
~F17it.1~~ ~t~e (:.t~ntr~ctor mG~kes rc~so~}~i~lc ~~Y~~~~:~ic~n.
i~ecessar}F Fcrr ~arcr~~er cxccuti~3n .ir~4l CiJi"il~?ltt1QT1 l~f [rle Work,
wliethcr ienipor.iry or pcrmtiricnt and whethcr or not incorpcj- 3.8.2 [1nfess nthcrwi;;t proviilW in thc Conl.rtict Documents;
r<ifCd C}f E[] Y1c II"1c47Cp[]Tatcd in the VVc:>rk. ,1 i-nxerials .lfld CCtUI]3i1lCilf LIClCteC J1'1 ~I101.V~11C4` 511:L11 hC -
3.4.2 The ConrTacicsr st1.i11 cnForce strict chscipltnt~ :and gc,od seeecteci promprlv b}+ thc CJwncr to :ivoicl dcltw in thc
• i
arder aniong thc C:ontractt3r's errlpl()Nrees ryd cach4r pcr~~al3S Work;
carrying ow tlie Cc,ntrict, "I"ht: C.oniractor shall iZot pcrmit .2 shall cc~vcr thc cosi tc the Contraczcxr oF
ci»I3l0N11-neJ)L Of ~~~lriL pers0115 or pc:rsons not skilled in umks i7,atrrials 311ci Cquiptjlcnt delivcred at the sire ~md alI
:issignr:d to [1'1e[3'l_ re(]uireCl C,iXcs, Icss applicable tr:rde ciiscouiits;
AIA DOCUMENT A201 + Gl:LNhitr1L C:ONl71T1C1N5 OF THE C:ONTRAC,TFOR i:ONSTIRUCTION • F(]URTF.FNTH F.1)ITIOIV
8 A201-1987 A 10 * Q1987Twt_ AM FRicAN uv5i'I'fl'1'E OFARCHII'r•.C'rS, NF-Mf YOHx A\2FjNzfu_, N.w, rx'Asi-m\,crroN,, r).c.?ooo,
WARIVINC: Unlicensed photocopying vicrlates U.S. copyright laws a nd is subject ta legal p€osecutiaFi.
.3 Contractor's costs for unloading ancl handling at the n'hich submittaLti are requireci the way the Contractor proposes
site, labor, installation costs, ovencead, profit and to conform to the information given and the design concept
other expenses contciliplated for stated allowance expressed in the Contract Docuinents. Review by the Architect
atnount,5 shall be included in the Gontraet Sum anci is subject ro the limications of Subparagraph 4.2.7.
not in the allowances;
.4 whenever costs are more than or less than allowances, 3.12.5 'T'he Contractor shall rcvie~~, approve and submit to the
Architect Shop Drawings, Producc Data, Sunplcs and similar
the COIlCr1C[ Sl1Il1 SI11U bE adjusted accardingly by submittals required by the Contract Documents with reason-
Change Order. The amount of the Change Order shall able promptness and in such sequence as to cause no delay in
~ rctlcct (1) the diffcrencc bctwccn actual costs and the the Work or in the activities of the Owner or of separate con-
allowa.rices under Ciause 3.8.2.2 and (2) changes in tractors. Submittals made by the Contractor which are not
COnIraCCOr's eoscs uncier Clause 3.8.2.3. required by the Contracc Documents may be returned wirhout
3.9 SUPERINTENDENT action.
, 3.9.1 The Contractar shall employ a competent superinten- 3.12.6 The Contractor shall pcrform no portion of the Work
dent and necessary assistuus who shah be in attcnclance at the requiring submittal and review of Shop Drawings, Producc
Project site during performance of the Work. The stiperinten- pata, Sanples or similar submicczls un[il the resreccive Sutarliit-
, dent shall represent the Contractor, and communications given tal has been approved by the Architec[. Such Work shall be in
to the superintendent shall be as bincling as iF given to the Con- accordance with approved submitcals.
tractor. Important commuiucations shall bc confirmcd in writ-
ing. Other communications shall be similarly con6rmed on 3.12.7 By approving and submitring Shop Drawings, Product
written request in each case. Data, Samples and siiiiilar submittals, the Contractor represenLs
that the Contraccor has deterrnincd ~und verifiecl macerials, feld
3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES measurements and field construction criteri<< relaued thereto; or
3.10.1 The Contractor, promptly after being awarded the Con- will cto so, and has checked ai1d coordinateci the infarmation
tract, shall prepare anci suhmit For the Owner's and rlrchitect's contained within such submittaLS vvith the requirements Uf the
1 inforination a Contractor's construction sehedule for the Work. WOrk and of the Contract Document;.
_ The schedule shall not exceeci time liinits current under thc
Contract Documents, shall he rcvised at approUriate intervals as 3•12•8 The Contractor sh~fll not be relieved uf responsihility
required by the conclitions of the Work and ProjCCt, shall be for dcviations from requirements of the ContrllCl DOCl1111C11[S
, related to the cntire Project to the extent required by the Con- by the Architect's approval of Shop Drawings, Aroduct laata,
~ tract I7ocuments, and shiill provide for expeditious 7nd practi- Samples or sunilar suUmittals unless the Gontracror has
cable etiecution of the Work, specifically informed the Architect in writing of such deviacion
at the time of submittal and the Architect has given written
3.10.2 Thc Contractor shall prepare finci keep currenc, fc~r the apprOval t0 Che SpeCitiC deviation. The COn[r,ictor shall not be
Architect's approval, a scheciule of suhmittals which is coordi- relievect of responsibility for errors or omissions in Shop Draw-
natecl with the Cantractor's construction schedule and allows i11g.5, Product Data, Samples br tiimilar Suhmi[[als by the Archi-
thc Architect reasonablt; time to review subiniuaLs. iect'y approval thereaf.
3.10.3 The Contrac:cUr shall aonform to the II1pS( recent 3.12.9 The Contractor shall direct specific attention, in writing
schc:ciules. or on resubmiueci Shop Drawings, Procluct Data, Saunples or
3.11 DOCUMENTS AND SAMPLES AT THE SITE sirliilzr submittals, to revisivns other than thosc rccluestecl by
the ArchiteCt ~n previ~us submittals.
~ 3.11.1 1"he Contraetc~r shall maintain at the site for the O~~~ner
, one record copy of the Drawings, Specifications, addenda, 3.12.10 Informational submictals upon which the tU•chitect is
Cha_rige Orders and other lvlodiFcations, in good order and not expectect to takr: responsive action may be so identifietl in
, marked currently to record changes and sclections inade during the Contract Docuinents.
' construction, and in addition approved Shon Drawings, PrOd- 3,12,11 ~~~hen pmfessianal certificatic~n of perform~~nce criteria
ucc Daca, Samples and similar requircct submittals. These shall of materials, systerns or equipment is required by the Contract
be available to the Archicect and shaill he dclivcrcd ro the Archi- pocuments, the Architcct shall be cncitled co rcly upon the
tect for submittal to the Owner upon completion of the Work. accuracy and completeness of such calculatic>ns ancl certiF-
~3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES cations.
3.12.1 Shop Drawings are draNvings, di:►grarns, schcdules and 3.13 USE OF SITE
other daca spccially prepared for the WUrk by the CUntractor or 3.13.1 'The Concr~c:tor sh~ill conPine operaunns at the site ro
a Suhcontractor, Sub-suhcontractor, manutacturer, supplicr c~r areas permitted by law, ordinance.s, permits and the Contract
ciistr~but~r w illustrate sUme pc~r~ic>n of the ~Ve~rk. 17ocurnenLs and shall not unreasonabh7 encumber the sice wich
3.12.2 Product Data are illustratiOns, stauldard schcdulcs, per- matcrials or equipmcnt.
formance charts, instructions, hrodlures, diagrarns and other 3.14 CUTTING AND PATCHING
infi.~rmation Furnished by the Contrac:tor to illustra(t Illatcrials 3,14.1 The Contractor sh:tll be responsible for cutting, fitting
or equipment for some nortion uf the Work. ar patching required to complete the V✓ork or to make its parts
3.12.3 Samples are physiczl ex:umples which illustrate fit together properly.
materials, equipment or workmanship aIICI CSiablish standarcls 3,14.2 The Contraetor shall not darriage or enclanger a poction
by ~Jhich the ~Y~ork njill hc judgcd. ~
of the ~~ork or full} or partially coinpleted construction oE the
3.12.4 Shop Drawings, Product Data, Samples and similar suh- Owner or separa[e contractors by cutting, patching or other-
mittals are not Con[rac[ Documents The rurpose of their suh- wise alrering such eonstructioi1, or by excavation. The Contrac-
mittal is tn clemonstrate for [hose partions of the Work foe tor shall not cut or othen~vise alter such construction by the
AIA DOCUMENT A201 • GENERr1L CONDITIUNS Of TfiE CON'1'RACT FOR C:ONSTRUCTIQN • FOl'R"I'I?I:V'I'FI EUI"I'ION 9
AIs1° • O 1987 THf: A~~11:RICAN INS'f1TUTE OF ANCHITECTS, 1735 IV1i~~V YORK AV[;NI;L, N.W., NXrASl~iliTGTO\, D.C. 20006 A201-1987
, WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
Owner or a sep:iratc contractor cxccpc with wricten consent of [ect'S consultan[s, anci agents and employees of any of them
the Qwner ancl Of such separate contractor; such conscnt shall arLSing out of (1) the preparation or apprOva( of maps, drawings, ~
not be unreasonably withheld. The Contractor shall not unrea- opinions, reports, surveys, Change Qrders, designs or specifica-
sanably withhold from the Owner or a separate contractor the tions, or (2) the giving of or the failure t0 give direCtipnS Or ,
Concracror's consent to cutting or otherwise altering the Work inscruccions by the Architect, che Archi[ect's consul[ancs, :uid
agents and employees of :iny of them provided such giving or
3.15 CLEANING UP failure to give is the primary cause oF the injury or Ciamage.
3.15.1 `I"he Contractor shall kccp thc prcmiscs and surround-
ing arca frcc frorii accumulacion of waste matc;riais or nibbish ~i
caused by operacions under the C,ontract. At campletion of the ARTICLE 4
Work the Contractor shail remove from anci aboui the Project • ~
waste matcrials, nibbish, thc: Contractor's tools, construction ADMINISTRATION OF THE CONTRACT o
equipment, machinery and surplus materials. 4.1 ARCHITECT
3.15.2 If the Concractor fails ro clean up as provicted in the 4.1.1 'fhe Architect iS the person lawfully licensed to practice
Contrac[ Documents, the Qwner may do so and the cost ~irchitecture or an entity lawfully practicing architecture iden-
Clle'fCOf SI1a11 ht charged to the Contractor. cified as such in the Agreement and is referred to throughout
3.16 ACCESS TO WORK the Concraci Documcnts as if singular in number. The term ,
3.16.1 The Contractor shall provide the Qwner and Architect "Architect" ineans the Archi[ect or che Archi[ect'S au[hOrized
access to the Work in preparation and progress wherever representative.
IcSCated. 4.1.2 Dutics, responsibilities and IimitatiUns of authority of the .
3.17 ROYALTIES AND PATENTS Architect a.ti set forth in the Contract Docwnents shAl not be ,
reStriCCr;C.I, modiFicd or extended without written consent of the
3.17.1 'Che Contractor shall pay all royalties and license fees. Owner, Contractor and Architect. Consent shall not be unrea-
The Contractor shall defend suits or claims for infringement of sonably wicliheld. ,
patent rights 1nd shall holei the Qwner and Architect harmlcss ~
from loss on acrnunt thcrcof, but shall not be responsible for 4.1.3 In ease of termination of cmployrncnt of thc rlrchitect, -
such defense or Ioss when a particular ctcsign, process or prod- the Owner shlll appoint an archirect against whom the Con-
uct of a particular manufacturer or manufaCwrers is reyuired by tractor makes no reasonable objection and whose status under .
the Contraet Doc:uments. Hlowever, if the Ccmtractor hiLs rea- the Contrlct Documents shall be that of the former architect.
son to belitve thac the required design, process or product is an 4.1.4 Disputes arising under Subparagr-aphs 4.1.2 and 4.1.3 ' I
infi•ingement of a pa[ent, che Contractor shall be responsible for shall be subject to arbitratiUn.
such ldss unless such information is promptly Eurnished to thc
Architccc. 4.2 ARCHITECT'S ADMINISTRATION
OF THE CONTRACT
3.18 INDEMNIFICATION 4.2.1 The Architect will provide adniinistration of the Contract
3.18.1 To the fiillest estent permitted by IaRJ, the Contractor a5 described in the Contract Uocuments, ancl will be the
Shall indemnif\and holci harmless Che Uwner, Architect, Archi- Owner's representative (1) during construction, (2) until final
tect's c011sultants, and agents and employees of any of thet1i payment is due and (3) with the Owner's concurrence, from
fr~~~i and against claims, clamages, Iosses antl expenses, incluci- tiilie to time ciuring the correction period descrihed in Para-
ing but not limiteci to attornevs' fees, arising Out of or resLilting graph 12.2. The Architeet will advise and eonsult with the ,
from perforrilance of the Work, providEd that such claim, dam- On-ner. I"he Architect will have authoricy co act on hehalf of the
agr, luss or expense is aur-ihutable to bodily injury, sickness, Uwner only to ilie exeent provide:d in thc C'.onuart lloruments, - -
diseasr or death, or to injury to or drstruction of tangible prop- unless otherwise rnociifiecl b~, written instrument in aecordancc
erty (other than the Work itselo including loss of use resulting with other provisions of the Contract
thcrcfrom, hut only ro thc extcnt causcd in wholc or in part by negli~;r:nt acts c~r c~niissions of the Cc~ntractc_~r, a Suhcc~ntractUr, 4.2.2 Th~ Architect ~vill ~~isit the site at intenrals apprc~priate to
anyone dircctly or indirectl~~ emplc~yrd by them or :~n~~one for the stage of constructic~n to bcmme gcncrally farliiliar cvich [hc
~~hasr acts the~~ may be liable, regardless of ~vhether or not progress and qu~lity oF the completeci ~Y~~rk and to determine
such claim, damage, loss or expc.nse is caused in part by a party general if che Work is being performed in a cnanner indicat-
indcmnificd hcrcunclcr. Such ohligation shall noc bc construcd ing that the Work, when cOmpleted, will be in aceordance wi[h .
to negate, abridgc, or reciuce other rights or obligations of the Contract Docu111ent5. However, the rlrchitect will nUt he
inclemnity nj}iich woulcl utherwise exist as to .t party or pcrson required ro make e;chaustive or continuous on-site inspections
descrihed in this Paragraph 3.1 8. to check quality or quantitv of the Work. On the basis of on-
site observations as an architect, the Architect will keep the ;
3.18.2 1n claims against any person or entit}• indemnified Owner informed of proKress of the Work, and will endeavor to
under this Paragraph 3.18 by an employee of the Contractor, a guard the Owner against defects and deficiencies in the \X%ork.
Subcontractor, anyone directly or indirectly employed by them
or anyone for whose acts they may be liable, the indemnifca- 4.2.3 The rlrchitect will not have cotltrol over or charge of and
tion obligation undcr this Paragraph 3.18 shall nOt bc limited by will i1ot he responsiblc for construction means, methods,
a LIIIItIlIIOII Qll 2uiiount or type of d~im~iges, COI17ptI1SaUQ[l QC (echnicl~ies, sequences c~r ~~roceciures, or fc~r safety precautioils
benetits pay.ible U}~ or for the Contractor or a SuUcuntr:icror ancl progn-uns in connection with thc Work, since these are
uncler -wUrkers' or workmen's compensation acts, disahilit}~ Solely thc Contractor's responsibility as prUvided in I'aragraph
hcnefit ac[s or other employee benefit acts, 3.3. The Architect will not be responsible for the Contractor's
failure to carry out the Work in accordanee with the Contract
3.18.3 The obligations of the Contractor under this Paragraph Documents. The Architect will not have control ovcr or charge :
3.18 shall not extend to the liability of the Architect, the Archi- of and will not be responsible for acts or omissions of the Con-
AIA DOCUMENT A201 • GENFRAL CO\DITION$ pF TFiF CONTRACI' FOft C:0NSTRUCTIpv • FOUR'I'EE\"I"H EDI'I'IoN
10 A201-1987 AIAO • O I I}i:' 'f'lih r1IMEfLICAN INS'I'I'I'U'I'E OFARC111'1'GCfti, 1735 NEW }'ORK ,1VENl'F, N W.. \VASHI\GTUN, D.C. 2000(i
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. `
tractor, Subcantractors, or thcir agcnts or employees, or of an}, out the Architect's responsibilities at the site. The dutics,
othcr pcrsons performing portions of the Work. responsibilicies and limitations of authority of such project
4.2.4 Communications Facilitating Contract Administra- representativcs shall bc as sc[ forth in an exhibit to be incorpo-
. tion. Excepc as otherwise provided in the Contract Documents rated in the Contract Documents.
or when direct communications have bcen specially autho- 4.2.11 Z'he Architect will interpret and decide matters concern-
~ rized, the Owner and Contractor shall endeavor to communi- ing performance under and requirements of the Contcact
cate through the Architect. Communications by and with the Documents on written request of either the Owner or Contrac-
_ Architect's consultants shall be through the Architect. Coinmu- tor. The Architect's response to such requests will Ue made
!nications by ,md with SubCOntraCCOrS and material suppliers with reasonable promptness and within any time limits agreed
~shall be through the Contractor. Communications b}~ and ~lich upon. If no agreement is made concerning the time Rrithin
separate contractors shall be through the Owner. . which interpretatians required of the Architect shall be fur-
4.2.5 Basecl on the Architect's observations aiid evaluacions of i»shed in complianee with this Paragraph 4.2, then delay sh<ill
the Contractor's Applications for Payment, the Architect will not be recagnized on account of failure by the Architect to fiir-
' review and certify the amounts due the Contractor and will Ilish such inter~~retations until 15 days after written request is
issue Certificates for Pavnlent in such amounts. Inade for thcin.
4.2.6 The rlrchitect will have authority co reject Work which 4.2.12 Interpretations and decisians of dle Architect will be
~ does not conform to the Gontract Documents. Whenever the consiscent with the intent of and reasonably inferable from the
Architect considers it necessary or advisable for implementa- Contract Documents and will be in writing or in the form of
tion of the intent of the Contract Documents, the Architect will drawings. When making such interpretations anci decisions, the
have auchoriey to require adciitional inspectian or [eseing of the Architc.cc «rill cndeavor co secure faithful performance by boch
Work in accordance with Subparagraphs 13.5.2 and 13.5.3, Owner and Contractor, will not show par[iality to either and
whether or not such Work is fabricaced, installed or completed. will not be liable for results of interpretations or decisions so
However, neither this authority of the Architecc nor a decision rendered in good faith.
: made in guod faith either to exercise or not to exercise such
authority shall give rise to a dutv or responsibility of dic Archi- 4.2.13 The Architect's dccisions on maccers relacing co ~iesthecic
ment effect ~vill be finail if consistenc with the intent e~cpressed in the
tect to the Contractur, Subcontractocs, material uld eyuip
Contract Docu
sup{~liers, their ~igents or employees, ar other persons perform- ments.
5 ing porcions of the Work.
4.3 CLAIMS AND DISPUTES
4.2.7 The Archicecc will review and approve or take ocher
apprOpriate 3c601-1 upon the Contracror's submittals such as 4.3.1 Definition. A Claim is a demand or assertion by one of
, Shop Drawings, Prodiict Data and Samples, but only for the the partie,S seeking, as a matter of right; adjustment or interpre-
lirnited purpose of checking far conformance with information tallUll Of COnICICC LCCiT1S, payment of money, extension of time
~ given anci the design conccpt cxpresscd in thc Contract Docu- or other relief with respect to the tcrrns of thc Contract. 1°he
ments. The Architect's accion will be caken with such reason- term "Claim" also indudes other disputes and matters in ques-
able prOmptness as to cause no delay in the Wvrk or in the tion between the Owner and Contracror arising out of or relac-
activities of the Owner, Cantractor or separate contractors, ing to the Cor►tract. Claims must be made by written nutice.
while allowing sufficiEnt time ir1 the Architect's professional The responsibility to substantiate Claims shall rest with the
judgment [o permit adequate review. Review of such submittals party making the Glaim.
is not conducced for the purpose Uf decermining the accUracy
and completcness of othcr dctails such as dimensions and 4.3.2 Decision of Architect. Claims, including those alleging
cjuantities, or for subscantiating instnictions for installation or an error or omission by the Architcct, shall bc rcfcrrcd initially
performance of equipment or systems, all of which remain the to the rlrchitect for action as provided in Paragraph 4.4. A deci-
responsihility of the Contractor as recjuirecl by the Contract sion hV the Architect, as rrovicied in SubparaKraph 4.4.4, shall
Documents. 'Che Architect's review of the Contraccor's submit- be required as a condition preccdent to arbitration or litigation
tals sh:111 not relieve the Contractoe of the obligations undcr of a Claim between the Conmtctor and Owner its to ~tll such
Paragraphs 3.3, 3.5 and 3.12. ?he Architect's revicw shall not matters arising prior to the date final payrYient is due, regardless
constitute approval of safety precautions or, unless othcrwise of (1) whether suCh matters relate to elecution anci progress of
spccifically statcd by the Architcct, of any cons[ruction m<<uls, the Work or (2) the c:Ytcnt to which the Work has brcn com-
~ methUds, [echniques, sequences or pracedures. The Architect's pleted. The decisian by the Archicect in responsr ro a Claim
- approval of a specific item shall nat indicate approval af an shall not be a condition precedent to arbitration or litigation in
assembl}= of which the item is a camponent. the event (1) the positic>n of Architect is vacant, (2) the Architect
'has not received evidence or has failed to rencier a decisinn
~ 4.2.8 The Architect will prepare Change Orders anci Construc- within aKreeci time limits, (3) the Architec:t has failed to take
~tion ChanKe Directives, and may authorize minor changcs in action requircd undcr SubparagraUh 4.4.4 wichin 30 days after
the Work a.s provided in I'aragraph 7.4. the Claim is made, (4) 45 davs have passed aftcr the Claim haS
~ 4.2.9 The Architect will conduct inspections to cietermine the becn referred to the Archicect or (5) the Claim relaccs to a
datc: or dates of Substantial Completion and the date of fina] I11tCI1dIlIC's lien.
~ completion, n-iU receive anct forward ro the Owner for the 4.3.3 Time Limits on Claims. Claims bv either party must be
Owncr's rcvicw and recards writtcn w-arrantics and related ~»ade ~~ithin 21 da}~s after occurrence of the event giving rise tc~
documcnts required by the Conmlct and a5scmblcd b~~ the s
Contrac:tor, ~{nci a~ill issuc a final Certificate for Paymcnt upon u~h Claim or~~ithin 21 clays after the claimant first recogni-r.es
compliance ~~ith the requirements of the Contract Documents. the condition gi~ring rise to the Cl4tim, ~~hichever is I;iter. Claims
must be made b}, written notice. An additional Claim made
i 4.2.10 ]F the Owner and Architc:cc agree, the Architect will pro- after the initial Claim has been implemented h}, Change Order
, vidc onc or morc prajcct representatives to ~~.ssist in carrying will not be considered unlcss submitted in a timely mqiincr.
' •
AIA DOCUMENT A201 • GENEEtAL CONDITIONS OF THE COVTRACT FOR CUNS'I'RUC'1'10N • FOUR`fEENTFI EDITION
~ AIA-°% • (D1987 "fF1E A\9ERIG1\ INSTITI.I1'E OFARCh11TF.CTS, 1735 \FW YORK AVENUE, NW,WASti1NG'I'ON, U.C. 20006 A201-1987 11
j~ WARNING: Unllcensed photocopying violates U.S. copyright laws and is subject to legal prosecution.
4.3.4 Continuing Contract Performance. I3encling final reso- suhstanciating that wcathcr conditions were abnormal for the
lution of a Claim including arUitration, unless otherwise agreed period of time and could not have been reasonahly anticipated, i
in writing the Contraccor shall proceed diligently with perfor- and that cveather conditions haci an adverse effeci on the
mance of the Contract and the Owner shall continue co make scheduled cons[ruction.
payments in accordance with the Contract Documen[s.
4.3.9 Injury or Damage to Person or Property. If eicher parcy _
4.3.5 Waiver of Claims: Final Payment. The making of final ta the Contract suffers injury or darnage ta person or property
payment shall conscitute a waiver of Claims by the Owner because of an act or omissian of the other party, of any of the
excepe thosc arising from: other party's employees or agents, or of others for whose acts
.1 liens, Claims, security interests or encumbrances aris- such party is legally liable, written noticc of such injury or '
ing ouc of the Conrract anci unsettled; damage, whether or na[ insured, shal] be given to the other
.2 failure of the Work to comply with the requirements part}T cvithin a reasonaUle time not exceeding 21 days after first
of the Contract I7ocuments; or ohservance. The notice shall provide suffic:ient detail to enable -
the other party co im~estigate the matter. If a Claim for addi-
.3 terms of special ~y3rranties required hy the Contract iii~nal eost or tulie rclated to this Claim is to be itsserted, it shall Documents. be filed as provided in Subparagraphs 4.3.7 or 4.3.8 ~
4.3.6 Claims for Cancealed or Unknown Canditions. If con- 4.4 RESOLUTION OF CLAIMS AND DISPUTES ,
ditions are Encountered a[ the site which are (1) subsurface or .
atherwise concealed physical conditions which differ materi- 4.4.1 The Architect will review Clzims and take one or more of _
ally from those indicated in the Contract Documents or (2) the following preliminary actions within ten days of receipt of a ~
unknown physical conclitions of an unusual nature, RJhieh ciif- Claim: (1) request ac.lditional supporting data froin the claimant,
fer materially from those ordinarily found to esist and generally subcnit a schedule to the parties indicating when the Archi-
recogni>ed as inherent in canstniccion activities of the tect expects to take action, (3) reject the Glaim in whole or in
character provided for in the Contract Iaocuments, then notice part, stating reasons for rejection, (4) recommend approval of
by the observing party shall be given to the othcr parcy the Claim by the ocher party or (5) suggesc a coi-tipromise. T'he
procnpt]}T before conditions are disturbed and in no event later Architect may also, but is not obligated to, notify the surety, if ,
than 21 days after first observance of the conciitions. The r1rchi- <«ny, of the nature and amoun[ of the Claim. ~
tcct will proilipthT investigate suc:h conclitions and, if they differ
materially and cause ai~ iizcrcasc. or decrease in the Con[rac[or's 4.4.2 [f a Clairn has been resolved, the Architec~ will rrepare c~r
cost of, or tiinc required for, perEormance of any part of the obtain appropriate documentation.
Work; will eecommend an equitable adjustment in the CUntract 4.4.3 If a Claim has not been resolved, the Party making the
Sum or Cvntract `I"ime, or boch. If the Architect determines that
the conditio Clauli shall, wichin ten days afcer the Architecc's prclii~~inary
ns a~ the site are not materiall}~ different from those one or m~re of the folloR~ing actions: (1) suhmit
indicated in the Ceantract Doeuments :und th.u no change in the response, take addicion~il supporting dari re:c~uested by the Architect, (2)
terms of the Contract is justificd, the r~rchitect shall so notiF}~ modify the initial Claim or (3) notify the Architect lll3t tlle irutial
the p~rncr and Contractor in ~~riting, stating the reasons. Claim stancls.
Claims by either party in opposition tv suc:h deeerinination
must be macle within 21 tlays after the Architect has given 4.4.4 If a Claim has not bcen resolved after consideration of the
notice of the decision. If the Owner and Contractor cannot forcgoicig and of fiirther evidence presented hy the partics or
agree on an adjustinent in the Contract Sum or Contract '1"ime, requested by the Architect, the Archi[ect will notify the ~~arties
the adjustment shall be referred to the Architect for initial deter- i~i R~riting that the Architcct's decision will be made within
mination, subject to further proceedings pursuant ro Paragraph seven days, which decision shall be final .tnd bintling on the ~
partic;s but subject to arbitration. Upon cspiracion Of suc:h t,n7c:
4.3.7 Claims for Additional Cost. If the Gontrac[or wishrs to period, the Architect cvill renCler to the partics the Architect's
make Claim for an increa5e in the Contrart Sum, written notice Nritten decision rclative to the Claim, inclutiing an1' change in
as provided herein shall be given before proceedinK ro execute the Contrac:t Sum or Cnntract Ticne or both. If there is a surety
the Work. Prior notice is not required for Claiins relating to an and there appears to be a possibility of a Contractor's dcfault,
emc:rgcncy endangering life or property arising under Para- ~i-ie Ai-chitect mav, but is not obligated to, notiEy the surety and
graph 10.3. If the Contract4r bclicvcs additional cost is reyucst the surcty's assistance in resolving the cUntroversy ,
invulvcd for rca.sons including but not limitect tO (1) a writien
interpretation from the Arc:hitect, (2) an order by the O~vner to 4.5 ARBITRATION ~
stop the Work wherc: the Contractor was noc ac f<<ulc, (3) awrit- 4.5.1 Controversies and Claims Subject to Arbitration. Any
ten orcler for a minnr change in the Vtjork issued by the Archi- controversy or Claim arising ou[ of or related ro the Cantract, .
tc:ct, (4) f illllfC Uf pdVIllt,[1[ hV the Qwner, (5) termu-iation of the or the breach thereof, shall be settled by arhitration in accor- Contract hy ihe Owner, (C) Qwner's suspension or (7) other d1nce with the Constiliction lnduscry Arbitration Rules of the rea5onable grouncls, C1aII11 Sll`dII bE f1IEd lil accorcLuice with the American Arbi[ration Association, and judgment upon die
procedure established herein. award rendered by the arbitrator or arbitrators may be cntered .
4.3.8 Claims for Additional Time in an}r murt having jurisdiction thereof, except controversies
4.3.8.1 [f the Contractor wishes to make Claim For iui increitisc or Clairns relating to acsthetic effect .inci except those waived i-t.5 in the Contract 'I'ime, written notice as provided herein shall be providcd for in Subparagraph 4.3.5. Such controversies or
given. '1'he Contractor's Claim shall include: :ui estimate of cost ClaimS up°n which the Architect has given notice aild rendered
and of probaUle effecc of delay on progress of the Work. In the a decision as providecl in Subparagraph 4.4.4 shall he suhject to ,
case of :i continuing delay only one Cl~iim is necessar~~. :~rbitration upon ~~riuen demanti of either party. Arhitration ` may be commenced when 45 clays have passed aFter a Cl:tim
4.3.8.2 lf adverse weacher conditions are the basis for a Claim has been referred ta the Architect as provicieci in I'aragraph 4.3
for additional time; such Claim shall be documented bv data and no dccision h~+s bec:n renciere:cl. . ,
AIA DOCUMENT A201 • GEh'F.RAL CQVDITIONS QF THF. CQNTRACT FOlt CO,\S"I'ItUC"1'10\ • FUURTELNTFI EDITION
12 A201-1987 .uAO • O 1987 rI ir•.AMcRicAN iMsTiTuTc or ARciirrEr, rs, 1735 [vEWYoKh AvrNi,r:,N.W., WAsHiNGTON, D.c ?cwuG
WARNING: Unlicensed photocopying violates U.S. copyright laws and is subject to legal prosecution. ~ i
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~ 4.5.2 Rules and Notices for Arbitration. Clauns berwecn che 4.5.6 Claims and Timely Assertion of Claims. A parcy who
~ Owner and Contractor not resolved under Paragraph 4.4 shall, files a notice of demand fc~r arhitracion must assert in the
~ if subjcct co arbitration undcr Subparagraph 4.5.1, be decided demand all Claims then known to that party on which arbitra-
by arbitration in accordaice with the Canstruction Industry tion is permitted ta be demancled. When a party fails to indude
~ Arbitratian Rules of che American Arbitration Associauon cur- a Claim through oversight, inadvertencc or escusable ne};lect,
I rendy in efEect, unless the panies mutually agree oeherwise. or when a Claim has ma[ureci car been aequired subsequently,
Notice of demand for arbitration shall be filed in writing with the arbitr-tor or arhitrators may permit amendment.
the other party to the Agreemcnt between the Owner and Con- 4.5.7 Judgment on Final Award. The award rendered by the
~ tractor and with the American Arbitration Association, and a
copy shal] be filed with ihe Architect. arbitrator or arUitrators shall be final, and judgment may be
entered upon it in accordanc:e with applicable law in any court
4.5.3 Contract Pertormance DuNng Arbitration. During arbi- having jurisdiction thereof.
~ tration proccedings, the Owner and Contractor shall comply
I with Subparagraph 4.3.4.
ARTICLE 5
4.5.4 When Arbitration May Be Demanded. Demand for arbi-
I tracion of <<ny Claim may not be made until the earlier of (1) the SUBCONTRACTORS
~ date on which the Architect has rendered a final written deci- 5.1 DEFINITIONS
, sion on the Claim, (2) the tenth day after the parties have pre-
senteci evidence to the Architect or have becn given reasonable 5.1.1 A Subcontractor is a person or entity who has a ctirect
~ opportunity to do so, if the Architect has not rendered a Final contract with the Contractor to perforcn a portion of the Work
written ciccisian by that date, or (3) any of the five events at the sice. "Che terin "Siibcontractor" is referred ro throughout
described in Subparagraph 4.3.2. the Contract Documen4s as if singular in number and means a
Subcontractor or an authorizcd representativr of the Subcon-
I 4.5.4.1 When awritten decision of the Architcc[ states that (1)
the decision is final but subject to arbitration and (2) a dernand tractor. Thz term "Subconcractor" does not include a separate
for arbitration of a Cltim covered by sueh decision must be contractor or subcontractors of a separate contractor.
made within 30 days after the date on which the party making 5.1.2 A Sub-subcontractor is a person or entity who has a
the dem.uid reccives the fnal written decision, then failure to dircct or indirect contract with a Subcontractor to perforen a
demand arbitration within said 30 days' period shall result in portion of thc WOrk at the site. The term "Sub-subcontractor"
the tlrchitect's decision becoming final and binding upon thc is referred to thraughout the Contract DocuiiienCS as if singular
Owner and Contractor. lf the Architcct renders a decision after in numher ancl mcans a Sub-subcontractor or an authorized
~ arbitration proceedings have been initiated, such decision may representative of the Suh-subcontractor.
I be entered as evidence, but shall not supersedc arbicration pro-
~ ceedings unless the decision is acceptable to all parties 5.2 AWARD OF SUBCONTRACTS AND OTHER
concernecl. CONTRACTS FOR PORTIONS OF THE WORK
I
4.5.4.2 A clemancl for arbitration shall be made within the time 5.2.1 Unless othenvise scated in the Contract Uocuments or
( the bidding re(Iuiremcnts, the Contractor, a5 soon as prac-
~ limits specified in Subparagraphs 4.5.1 and 4.5.4 anci Glause ticable aftee awarci of the Gontrtct, shatl furnish in writing to
4.5.4.1 as applicable, and in other cases within a reasanable the Owner through the Architect the nanes of persons or enti-
time lfter the Claim has arisen, and in no cvent shall it be made tics (including those who are to fiirnish materials or equipment
~ after the date when institution of legal or equitable proceedings fahricated to a special design) proposed for each principal por-
ba.sed on sdich Claim would be barred by the applicablc statute
I cion of the Work. The Architect will promptly reply ro the Con-
I; of limitations a.s dctermined pursuant to Paragraph 13.7. tractor in writing stating ~.ti~hcther or not the Owncr or the
4.5.5 Limitation on Consolidation or Joinder. No arbitration Archicect, after due investigation, has reasonahle objectiQn to
arising out of or relating ro the Contract Docurncnts shall any such propased person or entity. Failure of the Owner or
. ~ include, b}T consolidatian or joincier or in any other manner, Architect to reply promptly shall constitute notice of no reason-
the Architecc, the Architec['s employees or cansultants, exccpt -inle objection.
by .vritten consent containing specific refc;rcnce to the Agree- 5.2.2 The Contr:ietor sh a11 not contract with a proposed per-
' ment and signed by the Architect, Owner, Contraccor ancl any 5on Or entity to whom ~he O~~ner or Architect has made m~~-
' other person or entity sought ta be joined. No arbitration shall S~nable and timely objccti~n. The Contrac:tor shall not be
include, by consolidation or joincier or in :~n}~ other manner, required to cUntract with anyone to ~~hUm the Contractc~r has
~ parties other than the O~vner, Contractc~r, a separate contrac- made reasonahle objection.
~ tor as described in Article 6 and other persons subscancially
involved in a c:ommon question of fact or law whose presence 5.2.3 If the Owner or Archirect has eeasonable objeccion to a
is required if coinplete relief is to be accorded in arbitration. No person or entiey proposed by the Contractor, the C;ontractor
pcrson or entity other than the Owner, Contractor or a separate shall proposc another ta whom the Owner oe Architect has no
contractor as described ui Article 6 shall be included as an arig- reasanable objcetion. The Contract Sum shall be increa..tied or
inal third party or additional third party to aii arbitration whose decrea.sed by the difference in cosc occasioned by such ehange
interest or responsibility is insubstantial. Conscnt to arbitr-arion and an appropriate Change Urder shall be issued. Hawever, no
involving an aciditional person or entit), shall not constitute increase in the Contract Sum shall be allowed for such change
eonsent to arbitration of a dispute not described therein or with unless the Contractor has acteci pmmptly and responsively in
a person or entity not named or described thcrein. The fore- submitting names m reyuired.
going agrcement to arbitrate and other agreemcnts to arbitrate
wieh an zdditional person or entity duly conscnted to by parties 5.2.4 The Contractor shall not change a Sunconrractor, person
to the Agrec:ment shall be specifically enforccable undr.r appli- or entiry previously selected if the; nwner or Architect makes
cable law in any court having juriscliction thereof. reasonable objection to such change.
AIA DOCUMENT A201 • GFNERAL CO`'DTTIONS OI' '1'l IG C,0ITRAC`I' FON CONSTRUC'I'10N • FOUft'I'GGNTf 1 EDI`I'IO\'
AIA:D •~O 1987 l'1-iL AA9GRICAN INSTI"1'U"CE UF ARCHITECTS, 1735 NEW l'OItK AVENUE, N.~X~, WASWI\GTON, U.C. 20006 A201-1987 13
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5.3 SUBCONTRACTUAL RELATIONS 6.1.3 'I'he Owner shall provicie for coordination of the activi- ~
5.3.1 By appropriate agreement, written wherr legally requirecl ties of che Owner's own forces axl of each separate contractor 'for ~~aliciity, the Contractc~r shall re(juire each Subcontractor, to n'ith the Vt~ork of the Contra~tor, who shall c~nperate with
the extent af the V~~c~rk to be perforined by the Subcontraetc~r, them. The Gontractur shall participate ~vith other separace con-
to he baund to the Contractor t)y terms of the Contract Docu- tractors anci the Owner in reviewing their eonstruction sched- !
i1ients, and to assutIle toward the Concractor all the obligations ules when directed to do so. The Cantraccor shall mal:e any
-
revisions
and responsibilicies ~fhich the Contractor, h}~ these Docu- to the constn~ctinn scheclule and Contract Sum
mcnts, assurnes toward the Oa~ner and Architect. Each subcon- ~ccrt~ed necessary after a joint rcview and mutual agreement.
sh~ill presen~e and ~rotect thc rights of the The construc[ion schedtiles shall then constitute [he schedules
tract agreetiient •
O~~ner and Architect under the Contract Dacuments ~tith to he used by the Contractor, separate contractors and the
respect tt~ the Vt~ork to be performed by the Subcontractor so Q~~'~~er until suhsequcntl}~ revised.
that subcontracting thereof will not prejuclice such rights, ancl
shall allo~~ to the Suhcontractor, unless specific aIly provided 6.1.4 Unless c~therwise provided in the Contract I~ocul~~ents,
~therwise in the subcontrict agreement, the heneft ~F all a`hen the O~vner performs construction or operations related
rights, remedies and redress against the Contractor that the to the Projec[ ~~Tith the Q«~ner s o~~~n forees, the Owner shall be
the deeiiied to be subject ro the s~une obligations and to have the
Contractor, by the Contract Documents, has against
S
Owner. ~~here appropriate, the Contr~tcwr shall reyuire cach ~e rights which apply to the Contraccor under the Condi- ~
Subcontractor to enter into similar agreements ~Tith Sub-sub- tions of the Contract, including, ~vithout excluding others,
contr~icrors. `T'he Contr~{ctor shall make available tc~ each pro- ~hose statecl in Article 3, this Article G and r~rti~les 10, 1 1
posed Subcontractor, prior to the txecution of the subcontract ~~~~i 12.
agreement, copies oF the Contract nOcuments to which the 6.2 MUTUAL RESPONSIBIUTY '
Subcontractor will br bound, and, upon written request of the '
Subcontractor, identifv to the Subcontraetor ternis and condi- 6.2.1 7'he Contractor shall a(ford the Owner and separate con-
tions of thc proposed suhcontract agreement which may be a[ tractors rea.s<>nable upportunity for introduction and stc~rage of
variance with the Contract Documents. Subcontracrors shall their materials ancl eyuipment and performance of their activi-
similarly make copics of applicable portions of 5uch (iocuments ties and shall eonnect and coordinate the Contractor's con-
available ro their respective proposed Sub-subcuntrar.tors. struction <inci opcraaons with theirs .i.s reyuired by the Contract
5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS nOcuilients. '
5.4.1 Each subcontract agreement for a portion of the Work is 6.2.2 If part of the Contr-accor's Work depends for proper
assigned b}T the Contractor ta the Qwner provided that: eXecution or results upon cnnstruction or operations by the
.1 assignment is effcctive only after terminacion of the Q"'ncr or a scparate contractor, the Contractor shall, prior to
Contract b}, the Owner for cause pursuant to Para- proceeciing with that portion of the Work, promptly repart to ,
graph 14.2 and only fc>r chose sulxontract agreements the Architect apparent discrepancies or defects in such other which the Owner accepts by notif~,ing the Subcon- construction that would render it unsuitable for such nroper
tractor in writing; and execution and results. Failure of thc Cantracror so to report
shall constitute an ackno~~ledbinent that the Owncr's or sepa-
•.2 assignment is subject t~ tht prior rights af the suret}~, rate rontractors' completed or partially completed construcuon '
if an}', obligated under bond relating to the Cotltract. is fit anci proper to receive the Contractor's Work, except as to ~
5.4.2 If the W'ork has hcen suspetldcd for mpre than 30 d-tys, defects not then rea.sonably discoverahlc.
the Subcontractor's compensation shall he cquitahly adjusteci. '
6.2.3 Costs caused by delays or by improperly timed activities ;
or dcfcetive cUnstructiUn shall he hornc by the party responsi- ARTICLE 6 blc• Lhcrcfor.
CONSTRUCTION BY OWNER 6.2.4 Thc Contractor 5ha11 pramptly rcmcdy damage wrong- ;
fully caused hy the Contractor to completcd or pareially com-
OR BY SEPARATE CONTRACTORS plcted construction or to propcrty c>f thc Ovv-ner or separatc
i
6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION contractors -xs provicled in Suhpar.tgraph 10.2.5
AND TO AWARD SEPARATE CONTRACTS 6.2.5 Claims ancl other dispuces and matters in ques[ion
6.1.1 The: Ownce resenJes che righ[ to perfor►n construction or I-)etween thc Contractor and a separate concractor shall be sub-
operations ee:lated to the l-Iroject with the Owner's own fnrces, ject to the provisions of Naragraph 4.3 providecf the separate
and to award separ-ate contracts in cc>nnection with other por- coneraetor h:~Ls reciprocal ohligations.
tic~ns of the Project or other construction or operations on the
site under Conditions c>f the Contract identical or substantially 6.2.6 The Owner ancl each separate contracror shall have the
similar ro thesc including those portions related ro inSuranc;e sarne responsibilities fc~r cutung and patching as are described
ancl waiver of subrogation If thc Contractor claims that dclay for thc Contractor in Paragraph 3.14.
or aclclitional cUSt i.s involvcd bccaUS(: OF Sl1Ct'1 action hx: thc
Owncr, the Contractor shall makc such Claim as providecl else- 6.3 OWNER'S RIGHT TO CLEAN UP
«<here in the Contract Documents.
6.3.1 If a clispute arises ainong the Contractor; separate con-
6.1.2 When separate contracts are awardect fc~r different por- tractors and the Owner as to the responsibility uncler their
tions of che Project or other constructio►i or operations on the respective contracts for mtintaining thc premises and surround-
site, the term "Contrac:tor" in the Contract I.)ocuments in each ing area free From waste matc.rials ancl rubbish as described in
c-xu shAl mean the Contractor NN•ho exectatcs each separate Paragraph 3.1 5, the Owner ma}' clean up ancl allocate the cost
Owncr-Contraetor Agreement. among those responsible as the Architcct determines to bc just.
AIA DOCUMENT A201 • GE\EltAl_ COND1'1'IONti OF TliE CON'I'KACf FOR CONSTRLCTION • FOI.'R'I'EE\'T}I EDITION
14 A201-1987 AWC) •(D 1987 THE AP1EiKICA\ I\S'I'I'1'uTE Ql, ANCf-IITECTS, 1735 KEW1'ORh AVF\UF.. N.\C'., WAtiHINGTQ\, l) C:. 201)(I6
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ARTICLE 7 .3 cost to be ctetermincci in a manner agrced upon by
the p<<rties and a mucually accepcable C'ixrd or percent-
CHANGES IN THE WORK agc fee; or
.4 as providecl in Subparagraph 7.3.6.
7.1 CHANGES 7.3.4 Upon receipc of a Construction Change Dircetive, the
7.1.1 Changes in the Work may be accamplished aftcr execu- Contractor shall promptly proceed with the change in the
tion of the Cantract, and %,vithout invalidating the Contract, by Work uzvolveci and advise the Architect of the Contractor's
Changc Order, Constructivn Change lairective or order for a agrecment or disagreement with the method, if any, provided
minor change in the Work, suhject to the liiiiitations stated in in the Construction Change llirective for determining the pro-
; this Arcicle 7 znd elsewhere in the Contract Documents. posed adjustment in the Contract Sum or Contract Time.
7.1.2 A Change. Order shall be based upon agrcement among 7.3.5 A Contitniction Change Direc[ive signed hy the Contrac-
'the Onrner, Contractar and Architect; a Construction Change tor indicates the agreement oP the Contractor therewich, includ-
' Direttive requires agreement by the Owncr ancl Architect ai-id ing adjustment in COIlII"dCt Sum and Contract 1"ime or the
- mav or may not be agreed to b}~ the Contractor; an order for a method for determuiing them. Such agreement shall be efFec-
minor change in the ~~TOrk may be issued by the Architect tive immediacely and shall be recordeci as a Change Order.
alone.
7.3.6 If the Contractor cioes not respond promptly or disagrces
7.1.3 Changes in the Work shall be perfornlcd uncler <ippli- with ttle method for adjustmcnt in the Contract Sum, thc
cable provisions of the Contract Documents, and the Contrac- method and the adjustment shall be determined Uy the Archi-
tor shall procccd promptly, unless otherwisc provided in the tcct on thc basis of reasonable expenditures and saviiigs of
Chzngc Orcler, Cons[ructiun Change Directive or order for a those performing the Work attribucable to the change, includ-
minor change in the Work. ing, in case of an increase in the Contraet SwlI, a re:i..5on<<ble
7.1.4 If unit priees are stated in the Contract 17ocuments or aIlowance for overhead and profit. ln such case, and also under
subscqucntly agreed upon, and if yuantities originally con- ~lause 7.3.3.3, [he Contractor shall keep auid nresent, in such
templated are so changed in a proposed Ch-ulge Order or Con- forin . a.5 the Architect may prescribe, an itemized accounting
struction Change Uirective that application of such unit prices together with appropriate supporting data. Unless otherwise
to yuazti[ies of Work pxoposed nlill cause substarztial inequity Provitled in the Contract Ducuments, rosts for the purposes of
to the Owncr ur Contractor, the arplicable unit prices shall be 1}11S Subparagraph 7.3.6 shall be limited ro the following:
equitabl~1 adjusted. .1 costs of labor, including social security, old age anci
7.2 CHANGE ORDERS unemployment insurance, fringe benefits requircd by
agreemenc or c:ustoin, and workers' or workinen's
7.2.1 A Change Order is awritten instrument prepared by the compensation insurance;
rirchitect and Signed bV the Owner, Contraccor and Architect, ,2 costs of m~uerials, supplies anti equipment, includ-
s<<~ting thcir agrcement upon all of the folloNti~ing: ing cost c~f~ cransportation, ~vhether incurporated ar
.1 .i change in the Work; coCLSUmed;
.2 the amount of the adjusement in the Contract Sum, if .3 rental eosts c>f machineryand equipment, eXclusivr- Of
any; and hand tools, whether rcntcd from the Contractor or
.3 the estent of the ad)ustment in the Contract Time, if others;
any. .4 costs of premiums for all bonds and insurance, pc.rmit
7.2.2 Methods used in detcrmining acijusuncnts to che Contract fees, auul sales, usc or similar tiixes related to the
Work; auZd
' Sum may include ehose listed in Suhraragraph 7.3.3.
.5 adclitional costs of supervision and field office person-
7.3 CONSTRUCTION CHANGE DIRECTIVES nel direCtly attrihutahle ro the change.
7.3.1 r1 Consuuction Changc Direccive is a wriuen ordcr rrc- 7.3 7 pe,iding final dCtCrminativn of cost to the Owner,
pared hy the Arehitect and signed by IIIe ONIIeC and Architect,
directing a chajigc in the Worh and stacing a proposed basis for `;rnOUnts not in Liispute may bc included in Applicativns for
; adjustment, if any, in the Contract Suiti or Contract Time, or P<<Yment. The 1un0unt of credit to lx :tllowed by tlie Contrac-
bo[h. 'I'he Uwner may b}r ConstructiOn Change Directive, Cor to the Owner for a deletion or chanKe which rctiults in a ne[
I- - cie:cre~~se in the Contract Sum shall be actu:~l net ec~st as enn-
~~rithout invalidating the Contract, ordCr changes in the ~~'ork ~-~~ned bv the Architcct. ~Y~hen both additions .~nd crecl~ts
~vithin the ge;neral scc~pe of the Contract consisting of a~tcli- ~~~,ering relateil Vi~~rk or suhstitutions are inv~lved in ~i
' tic~ns, dcletio~is or othcr revisions, thc Contract Sum <<nd Con- changc, the alluc~~ancc for c~verhead und praf~t shaU t~c figurec.l
~ tr:ict 'I'ime being ~idjusted accordingly. on the basis of nec increase; if any, with respec[ to that change.
7.3.2 A Cc>nstruction Change Dircctive shall be uscd in the 7,3.8 It the Owner and Conti°actor clo not .igree with the
~ .ibsence of total agreement on the termti of a Cllange Urder. adjuscment in Contract Tuiir or the methucl for cle[ermining it,
f~ 7.3.3 lf the Constructic~n C:hangc Directive provides for ~~i the adjustment or the methc~d shall be rcterrcd ro the Architcct
adjustment to the Contract Sum, che adjustmcnt shall be bxsed for tietermination. '
on one of rhe following mechods: 7,3.9 When the Q,,vner ancl Contractor agree R'IIII IIIE: deter-
` .1 mutual acccptance of a lump sum properly itemizecl mination madr by the Architcct concerning the adjustments in
and supported hy suffieient substantiating data to per- the Contract Sum dnct Contract Time, or otherwise rcach agree-
mit eValuatiOn, ment upon tlle ai.ljustments, such agreement shall be effective
.2 unit nrices stated in the Contract nc>cumencs or suh- immecliately and shall hr recorded by preparacion and execu-
,sequently agreed upon; tion of an appropriate Cliange Orcier,
1
AIA DOCUMENT A201 • GENF,RAL CONDI'I'IOVS OF "I'HE CO\'1'Rf1C_:T FO►t CUNSTRUC"1'lON • FOIlRTEEn'1'H EDl'I'10N
AIAC" • O 1987 l'IiE AJ9EItICAN INSTITI ITE OF ARCI-IITECTS, 1735 NEW YORK AVENUIi, N.w, wASHINGTON, D.C. 21)QU6 A201-1987 15
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°
7.4 MINOR CHANGES IN THE WORK ARTICLE 9 .
7.4.1 Thc Architect will have authority to orcier muzor chaiges
in ehc Work not uivolvung adjuscmcnt in thc Contract Sum or PAYMENTS AND COMPLETION
eatension of the Contract 'I'imc and not inconsistent with the 9,1 CONTRACT SUM
intent uf the Contract Uocuments. Such changes shall be •
efCected by ~~ritten order anci shall be binding c~n the O~~ner 9•1•1 The Contract Sum is stated in the Agreement and, incluci-
and Contractor. The Gontractor shall carrout such wriuen ing authorized adjustments, is the total :unount payable by the
orders promptly. ~ nwner ro the Contractor for nerfonnance of the Worh under
the Contract Documcnts.
ARTICLE 8 9•2 SCHEDULE OF VALUES ,
9.2.1 Bcfore the first Application for Aayment, the Contracror
TIME shall submit co the Architect a scheclule af values allocated to ,
variotis portions of the Work, preparcd in such forin ar1d sup- •
8.1 DEFINITIONS porte:ci by such data to substantiate its accuracy as tllc rlrchitect .
8.1.1 Ui-dess othtrwise providcd, Contract Tiiiie is the period ma)' i-equire. This schedule, unless objectecf to by the Architect, ~
of time, including authorized acijustments, allottrd in the Con- shall bc: used as a Ua.sis fUr reviewing the ContractUr'S Applica-
tiact llocuments for Substantial Cocnpletion of the Work. tions for Payment.
8.1.2 The date of commencement of the Work is the date 9•3 APPLICATIONS FOR PAYMENT
established in chc Agrcc;ment. The date shall nex bc postponecl 9.3.1 At Icas< <en clays Uefore the date established for rach
by the failure to act of the Con[ractor or of pcrsons or entities progress paymcnt, the Contractor shall submic to the tl.rchitect
for whom the Contractor is responsible. an iteinized Application fUr F'ayrnent for Operations completed
in accordan~e witli che schcdulc of v~~lucs. Such .~pplication
8.1.3 Thc date of Subst~uitial Completion is the; (iate cerufied sli~~l1 be notarized, if requircci, and supporced lay stich data
by the Architeci in accordance w~th I'<<ragr~iph siihstantiating che Contractor's right to payment a.s the Qwncr
8.1.4 I'he tcrili "ciay" a5 used in the Contract Documents shall or Archite:ct may, rcquirc, such as copies of requisitions froi1i
mean ealendar clay unlcss otherwise speCifically defined. Suhcontractors and material suppliers, and reflecting rctainage ~
8.2 PROGRESS AND COMPLETION it'providecl for elsewhere in ihe Contract Documents.
• ~ ~
8.2.1 7'ime limits scated in the Contract 17ocuments are of che 9•3.1.1 Such applications may include requests for pa}Tment on ,
essence of the Contract. 13y eXecuting the Agreement the Con- acmunt of changes in the Work which have been properly
tractor confirms that the Contract °I'ic11c is a reaaonable pcriod <«1thorizeci hy ConscnictiOn ChanKe Directives nu[ not yet ~
for perEorming the Work. included in Change Orders. I
9.3.1.2 Such applications may not includc rcqucsts for pa}°-
8.2.2 'I"he Concractor shall ncx knowingly, except hy .igree-
ment or instruction of che Qwner in writing, prematurely com- i»cnt of amounts the Contracror does not intenci to pa}< <o a ~
mence oper.uions on the site or Clsewhere prior ro the effective Subcontrac:tor or material supplier bcc:luse uf a ciispute or other
date uf insurance rt;quired by Article 11 to he furnishecl hy the reason.
Convacror. "I'he date of commenceiiient of the Wc.irk shall not 9,3.2 Unless otherwise provicieci in the Contract Documents,
be changecl by thc eFfectivc date of suCh insurance. Unlrss thc payment5 shall be madc on account oF inaterials and equipmcnt
daue of cummencement is established by a notice to proceed clelivercd and suitably swred at Lhe site for subsequent incor-
given by thr: Qwner, the Contrac:tor shall notify the Owner in poration in the Work. lf approved in advance b}, the Owner,
writing not less than livc days cu uthcr iigretd period bcfore pityiiiCt-it Ill'3}` SlIT11IaI'INT he maile; for mate:rials and cquip►nent
cummencing the Work co perinu thc: timrly filing of mortgagcs, st.iirablv s[ored off the site ac a location agreed upon in writing.
mechanic's liens and cxher security intcrests. Payment for materials and equipment stored on or off the site ,
8.2.3 'I"he Concraccor sh.ill proreed e.Kpeditiousl}` .vith ade- shall he conditioned upon compliance hv ltle Cuntractor wi[h ,
quate forc;es ~uid shall achieve Suhstantial Cc>mpletion ~~ichin P~'ocrdures satisfactc~ry to the C)~~n~r to cstablish the C~~vncr's ,
thc Contract TIriIC. tltlt to such matcrials aiicl c:yuipment or ocherwisc protect the I
Owner's intc;rest, and shall include applicable insuiauice,
8.3 DELAYS AND EXTENSIONS OF TIME storaKc ancl tr:unsportatiun to rhe sitc for such maureialti and :J
8.3.1 If the Contractor i5 dclayeci at any time in progress of the equipmrnt stored off the sitc.
Work hy ai-i act or neglect of [he Owner or Archicect, or of an 9,3.3 Thr Contracror w<<rrants that title to all Wo,-k covereci hy '
employee of either, or of a separate contractor employed by af1 AppI1C<<tion for Payment Will pass w the Owner no larer than
thc C)wner, or by changes ordercd in the Work, ur by labor thc time of paymenc. The Contractc>r furiher warrautts that disputcs, fre, UIlUSUaI Cjet1V in delivcrics, tmavoidable casualties UpOli 5L1b►1litta1 oF an Applic.ition for Payment all Work for
or other causcs beyvnd the Contractor'S c;cmtrol, or by clelay wliich Ce:rtificaues for Payment have been rreviOusly issueci
authorirecl b}- the Owner pencling arbitration, or by oitler and payments received From the Owncr sh:tll, w thr; best af the e-AIses Whic:h the Architect detemiines may justify delay, thcn Contractor's knowledge, information and belief, he free and
thc Contract '1'ime shall be exten(led hy Change Order for such c:fear of Iiens, clauns, securitv inierescs or e;ncumbrances in -J
rea.5onabIL [I111C a.s the Archirect may determine. favor of Che Con[r.icror, Subcontr-actors, mate:rial suppliers, or
8.3.2 Claims relating to tiine shall be made in accordancc wilh ocher persons or enuties making a daim by rexson of having
applicable provisions of Paragraph 4.3. provi~lecl labor, m.iteri.ils and eciuiprtient relaiing to the u~ork. ; I
8.3.3 This I'aragraph 8.3 does not pr«ludc rccovc;ry of d:un- 9•4 CERTIFICATES FOR PAYMENT
agcs for clelay i)y either party under othcr provisions of the 9.4.1 The Architect will, within seven da}-s aftcr receipt of the -
Contract Ducumcnts. Contracto~r's AppIicauon for Payment, Cithcr issue to the
AIA DOCUMENT A201 • GENGR.AL CO,IDITIONS OF THE CON7'kACT FOR CC)NSTRCCTIUI' • r'OURThF.Nl'M EDII'10N
16 A201-1987 AIA'D • @19871't-lE ANQERICAN INtiTI'I'l1"I*E OFARCI-111'E(:'1'S, 1735 Nt.W YORK AvF.NIJE, V W., WASI11NG1'ON. D.C. ?OOOG .
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( Owner a Certificate for Payment, with a capy ta the Contrac- 9.5.2 When the abave reasons for withholding cercification are
tor, for such amount as the Architect determines is praperly removed, certification will be made for anounts previously
~ due, or izotify the Contractor iuzd Owner in wriang of the withhelti.
~ Architect's reasons for ~.vithholding certification u1 whole or u1 9.6 pROGRESS PAYMENTS
part as provided in Subparagraph 9.5.1.
9.6.1 After the Architect has issued a Certific:ate for Payment,
9.4.2 The issuanee of a Certificate for Pavment will constitute a the ORTner shall m:tke payment in the manner and Rrithin the
representacion by the Archicect to the Owne:r, based on the cime provideci in the Contr-cc Documencs, and shall so notify
' Ardzitect's observations at the site and the data comprising the the Architect.
~ Applicatian for Payinent, that the Work has progressed to the 9.6.2 The Contractor shall promptly pay eaeh Subcontrzctor,
point indicated and that, co the best of the Architect's kno~~l- upon receipt of payment from the Owner, out of the amount
~ edge, information and btlief, qualitv of the VUork is in accor- pd,d to the Contractor on accoun[ of such Subconcrac[or's por-
darice with the Contract Documents. The foregoing representa- tion of the Work, the amount to which said Subcontractor is
tions are subject to an c;valuation of the Work for conformance entitled, reflecting percentages accually retained from paymr.nts
with the Contract Documcnts upon Substancial Completion, to to the Contractor on account of such SuUcontractor's portion
results of subsequent tests and inspections, to minor deviations of the Work. The Contractor shall, by appropriate agreemenc
, from the Contrau:t Documents correctable prior to completion with each Subcontractor, require each Suhcontractor to make
and to specific qualificauons expressed by the Architecc. 1'he payments co Sub-subcantractors in similar manner.
' issuance of a Certificate for Nayment will further constitute a
~ representacion chat the Contractor is encitled to paymcnt in the 9•6.3 The Architect will, on requcst, fiirnish to a Subcontrac-
~ -anount cerrified. However, the issuMlce of a Certificate for Pay- tor, if practicable, information rcgarding percentages of com-
ment will not be a representation thac the Architect has (1) pletion or amounts applied for by the Contr{ctor and action
• madc eshaustive or continuous on-site inspections ro check the taken thereon hy the Architect and Owner c:m aecount of por-
yuality ar yuantity of the WOrk, (2) reviewed constniction t►ons of the Work done hy such Subcontractor.
mmts, itiethods, techniques, sequences or prUCeciures, (3) 9.6.4 N'either the Owner nor Architect shall have an ohligation
reviewed copies of reyuisitions received from Subcontractors to pay or co see to che payment of moncy to a Subcontractor
and matcrial suppliers and othcr data requested by the Uwner eYCCpt as may othcrwisc bc required by law.
to substantiate the Contraccor's right to payment or (4) macle
~ examination to ascertain how or for what purpose the Contrac- 9.6.5 Payment ro inaterial suppliers shall be treated in a manner
tor has used money previously paid on account of the Contract simdar to that provided in Subparagraphs 9.6.2, 9.6.3 and 9.6.4.
Sum.
9.6.6 A Certificate for Payment, a progress payirent, or partial
9.5 DECISIONS TO WITHHOLD CERTIFICATION or entire use or occupancy of the Project by the Owner shall
noc constitute acceptance of Work no[ in accordance with the
9.5.1 The rlrchitect may decide not to ter[ify paymene antl Contract Documents.
may withhuld a Certific:ite for Nayment in whole or in part, to 9.7 FAILURE OF PAYMENT
che extent reasonabl ~ necessar to rotcct the O~vner, if u1 the
' } y ~ ' 9.7.1 If the Architect does not issuc a Ccrtificate for Nayment,
, Architect's opinion the representations to the Owner required
through no fault of the Contractor, within se~~en cia}7s after
graph 9.~.2 cannot be made. If the Architect is
b}~ Subpara
unable ta certify payment in the amount of the Application, the receipt of the Contracwr's Application for Payment, or if the
► Architecc will no[ify the Contractor and Owner a.s provided in 4wner tloes not pay the Contracror within seven days after the
Subparagraph 9.4.1. If the Contractor and Architect cannc>t ddtc established in the Contract Documcnts the atTIounc cer-
( f agree on a revised amount, the Architect will promptly issuc a tified by the Architect or awardcd by arbitration, then the Con-
! CertiFcate for 13a ment for the .unount for which the Architect tracror r~~ay, upon seven additic~n;~l days' arritten notice to the
Y
is able to Owner and
_ malcc such representations to the O~>>ner. The Archi-
tect may also decide not to certif~7 payment or, because of {mount o~ving Archiecct, stop the VtJOrk until paym~n~ of the
ha.s been received. '1'he Contrace 1'ime sliU be
; sulisequcntly discovcrcd evidence or suhsequcnl observations, exCCnded -ipprUpriately and the Contract Sutt1 Shall be
may nullif~T the ~~hole or a part of a Certificate for Payment mcrexsed by the amount of the Contractor's reasonable costs of
previc~usly issuecl, tO such extent as may he necessar>> in [ht shut-down, delay amd start-up, which shall Iie accomplisheci .s
Architec;c's opinion to protect the Uwner from Ioss be<<tuse oL• Prpvided in Article 7.
9.8 SUBSTANTIAL COMPLETION
I .1 defectivc ~Vork not remediect; 9,$,1 Substantial Completion is the stage in the progress of the
.2 third party daims filecl c.~r rea..tionahle evidenee inclicat- V~~prk whcn the Work or designated portion thereof is suffi-
~ ing probable fling Of such dauns: ciently cUmplete in accordance with the Contr.iet DocumenLs
.3 failure of the Contractor w make payments prop- so the Owner can occupy or utilize the Work for its intended
~ erly to SuUcontractors or for laboc, materials or use. .
cyuipmcnt;
6 .4 reasonable evidence that the Work cainot be com- 9•8•2 When the Cantractor cansiders Lhat the VJork, or a por-
pleted for the unpa,d nalance of the Contract Sum; t►on thereof ~~hich the O~~ner agrees to accept separ~tely, is
substantially complete, the Contractor shall prepare and submit
~ .5 damage to the O~~ner or another cantract~r; ta the lu-chitect a comprehensive list of items to be complrted
.6 reasonable eviclenc.e that the Work will not be com- or corrected. The Contractor shall proceed promptly to com-
pleted within the Contract Tiiiie, and that the unpaid ple[c and correct ite►ns on the list. Failure to include an item on
balance would not be adequate to cover actual or such list does not alter the responsibility of the Contractor to
I1quidatecl ciamages for the anticipated dela} ; or curnplete all Work in accordance with the Contract Docu-
' .7 persistent failure to carry ou[ the Work in accordance ments. Upon rrceipt of the C;ontractor's list, the Architect will
n=ith the Contract Taocumencs. mal:e ai-i inspection to determine whether the Work or desig-
AIA DOCUMENT A201 • GENERAI. CONDITIONS OF THF GONTRACT FOR C0NSTRUCTIQV • FOURTEF.NTH F.I7ITION
AIA'9 •~O 1987 THE AMFRICAN INSTITI;TE O£ ARCHITIsCTS, 1735 NI:W YORK AVENUE, N W., WASHINGTC7N. U.C 20006 A201-1987 17
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nated portion thereof is substantially coiliple[e, lf the such inspection ancl, wheil the :lrchitect finds the Work accept- ;
Architect's inspection discloses any item, whecher or not able uncier the Contract llocuments and the Contract fiilly per-
included on the ContractUr's list, which is not in aecordmZCe formecl; the Architect will promptly issue a final Certificate for
with the requirements of the Gontr.;ct Document~ti, the Contrac- Payment stating that to the best of the Architect's knowledge,
tor shall, before issuance of the Certificate oF Subs[antial Com- information aiid belief, and on the baSis of the r\rchitect's
pletion, complete or eorrect such item upon noti6cation by the observations and inspections, the Work has been completed in Architect. The Contractor shall chen submit a requtst for accOrdauicr nrith terctis and conditions Uf the C.:on[ract Docu-
another inspection hy the rlrchitect to determine Substantial ments and that the entire balance Eound to be duc the Contrac-
Comrletion. Whrn the Work or designatcd portion thereof is tor and noted in said final Gertificate is due and payable. `I'he ,
suhstaiztiall}r complete, the Architect will prepare a Certificate Architcct's final Certificate for Nayment will coclstitute a furtlier
of Substanti:il Completion which thall estahlish the date c>f Suh- reUresentation that conciitic~ns liscecl in Subp:iragraph 9.10.2 as
stantial Completion, shall escablish responsibilities of the
prccecicnt to the Concractor's being cntitleci to final payment
O,wner and Contractor for secUrity, maintenimue, heat, utilities, have becii fulfilled.
damage to the Work and insurance, aund shall fix the time
within which the CUntractor shall finish all items on the list 9,10.2 Nei[her 6nal payment nor any remaining retained
accompanying the Certificate. Warranties required by the Con- percentage shall become due until the Contractar submits to
cract Dc>cuments shall commence on the date of Subscantial the Architect (1) an affidavit that payrolis, bills for materials and ~
coii,ni<<,oi, or the Work or designatecl portion thereof unless equipment, anci other indehtedness connected with the Work
othr:rwise provic,ed in the Certiticate of Subst<intial Comple- for which the Owner or the Oa•ner's property might be
tion. Thc Certificate of Substantial Completion shall he sub- responsiblt or encucnbcred (less amounts withheld by O~~ner) _
mitted to the U~vner and Contractor for their n~ritten accep- h<«~e been paid or other~vise satisfed, (2) a certificate evidenc-
tance of responsibilities assigneci w them in such Ccrtificate, ing that insurance required hy the Contract Documents to
remain in force afier fnal paymcnt is currentl~~ in effect ancl ~vill 9.8.3 Upon Substantial Cc~mpletion of the W~rk or d~.signated j~ot }~e cancelled or allon~ed to expire uncil at 1ea.5t 3() clavs'
pc~rtion thercof and upon application by the Contract~r and Urior ~~ritten notice h:~s heen given tc~ the (~wncr, (3) a~ti~ritten
certification by the Arc;hitect, the Owner sh:~ll make pa~~ment, statement ihat the Contracror knows of no substantial reason reflecting adjustment in retzinage, if any, for such Work or por- that the ii:suraice will not be renewable to cover the period
tion thereof a.s provided in the Cantract Docutlients. required by the Contract Documents, (4) constnt of surery, if
9.9 PARTIAL OCCUPANCY OR USE an}', to final payment and (5), if rcquired by the Owner, other
data es[ablishing paymcnt or satisfaction of obligations, such as
9.9.1 '1'he Owner may occupy Or u5e any completed or par- receipts, rcleases aund waivers of liens, claims, security interests
tially aompletcd portion of the Work at any stage when such or encumbrances arising out of the ContraCt, to the c:xtent and
portion is designaced by separace agreement with the Contrac- in suCh fUrm as may be designaccd tay the Owncr. If a Subcon-
tor, provided $UCII OCCUp11lCy or use is conscntcd to by the tractor rcfuscs to furnish a relcasc or waiver reytnrc:cl by the
insurer as rcquired under Subparagraph 11 .3.1 1 ancl authorired Owner, the Contractor may fiirnish a boncl satisCacuory tc) the
by puhlic authorities having jurisdietion over the Work. Such Owner to inclemnify the Qwner a&unst such licn, lf such lien
p<<rtial occupancy c>r use may aornmence whether or not the remalins unsatisfied after paVmentS are macie, the Contrictor
pUrtiUn is substauZtially complete, prOvided the Owner and shall refund to the Owner all monc}' that the On-ner may be .
Contractor have acceEated in writing the responsihilities conipclled to pay in discharging such lien, including .0I costs -
assignect to each of thcm for payments, retainage if any, secu- and reasonahle attome}Ts' Feeti
nty, maintenance, hc.~t, utilities, ttamage [o the Work and insur-
ance, and have agreed in .vriting conceming the periad for cor- 9.10.3 If, aftrr tiubstanrial Coml-)letion of the Work, final com-
rection ot the Work <ind commencement of warranties plecion thereof is materiall}T cielayed thrOugh no fault of the
rcquireci by the Gcultriict DocUments. When thc Concractor Contractor or by issuance of Change Orders aflecting tinal
consicters a portion substantiallv complete, the Contractor shall eompletion, and the Architect so eonfirmti, the Owner shall, prepare au1d submit a list to the rlrchi[ect as provicted Lmder Lipon application by the Contractc>r antl rertification by the
Subparagraph 9.8.2. Consent of the Contractor to partial occu- ,qrchiteet, an<I without terminating the Contract, make payment
pancy or use sh:ill not be unreaSanably withhelcl. '1'he stage nt of the balatice due for that portion of the Work full~~ completed
the progress of the Work shall be tietermincd hy writtcn agree- -iiid accepted. lf the rrmaining balance for ~Vork not fiillv com-
rncnt bctwecn the C7wner anct Contractor or, if no agreemcnt is pleted or correctecl is less chan retainagc stipulatcd in the Con- ~
reaChed, hy decision of the Architect. [ract Documents, and it boncls have been furnitiheci, the written
consent OF surety to payment of the balance due for that por-
9.9.2 Inunediatelv prior to such partial occupancy or use, the tion of the Work fully completed and accepted sha_ll be submit- '
Qwner, Contractor and Architect shall jointlv inspect the area tecl bv the Cantractor to the Arc:hitect prior to certification of i
to be Occupied or portion of the Work to be used in or(ler to S11Cf~ l-_)ayi1ent. Such payment sh~~ll he maclc under terms and
determine and record the condition of the ~~~ork. cc~ntlitions governing final payI11E11(, ereept that it shall not
cOnstitute a waiver c-~f claims. 'I'hc m~~king c~f fn~~l payment shall '
9.9.3 i..nlcss otherwise a~rceci upon, partial ~ccupanc~~ ~~r usc coiistitute nTaiver of claims by the Owner ~is providcd in SuU- '
of a portion c~r p~rtiuns of the ~Y'c~rk 5hall nc~c c;~ns~itut~ acccp- ~~ra~raph 4.3.~.
'
tance of ~work not cornplying ~vith the require►t~cnts of the PContract laocuments. 9.10.4 Acceptance of final paymene by the C:ontractor, a Sub-
9.10 FINAL COMPLETION AND FINAL PAYMENT contractor or material supplier shall constituce a waiver of
claims by that payee except those previouslv made in writing
9.10.1 Upon receipt ol' written notice chac the Work is ready and identiticd by th.it payce as unsettlcd at the time of tinal
for final iilspection and acceptance and upon rceeipt of a tinal Applicauion for Payment. Such waivers shaJl he in addition to
Applicatiori for Payment, the Architect will promptly itiake the w,iiver clescribecl in Subparagraph 4.3.5. AIA DOCUMENT A201 • chNr;K.~i. coNDrrioNs oH 1-HH cO,v~rKl~c~~ Fok coNs''ItUC"f1U\ • i~OUR'I'EEI~'TH FI)(TION
18 A201-1987 AIAM •O 1987 THE A~11:RICANINSTI1'U'CG OF ARCFIITECTS, 1735NFW YORK AVE\'(;E. N.W., V~,kStIING'I'UN, 17.C. ZOIIOC '
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ARTICLE 10 10.2.2 The Contractor shall give notices aild comply with
apnlicable laws, ordinances, rules, rcgulations and lawful orders
~PROTECTION OF PERSONS AND PROPERTY ol' puhlic authoritics bc:aring on safety of persons or property or
• 10.1 SAFETY PRECAUTIONS AND PROGRAMS their prutection from ciamage, injury or loss.
~
10.1.1 The Contractor shall be responsible for initiatink, main- 10.2.3 The Conu•ac[or shall c;rc:ct anci maintain, a.s rcquircd hy
taining :►nd supcrvising all safety precautions and programs ui c`isting conditions anii performance of the Contract, rcason-
COIIIIeCIIoII R'IIII I}lC', pcrformancr of the Contract. able szfeguards for safety uid protectipn, ineluding posting
danger signs and othcr warnings against hazards, promulgating
10.1.2 In the event thr Contractor encotuiters on the site safety regulations and notifying owners a-r1d uscrs of adjacent
mauerial rea.sonahly helieveCi [C> be aSbeStUS or polychlonnatecl sites and utilities.
biphenyl (PCB) which has not been rendered harmletis, tht 10.2.4 When use or storage of esplosives or other haiarclous
Contc-actor shall iminetliately stop Work in the area afFected materials or equipment or unusu~tl methods are necessary for
au1cl report the condition to the Owner and Architect in writing. zxecution 4f the Work, the Contractor sirall exercisr utmost
- 1"he Work u1 the affected area shall not thereafter Ue cesumed care and carry on such activities under supen~ision of properl~~
except Uy ~vritten agreement of the O~~,ner ~UICI COIIICFiCIOP lf l~l ~~i~1lifed personnel.
fact the material is asbestos or polychlorinated biphenvI (PCB)
anci has not been renCierecl harmlrss. `Che WOrk in the affected 10.2.5 The Contratror shall promptl}~ remedv dunagc aiid loss
- area shall be resumed in tht absence of asbestos or pOlychlori- (other than d:un.lge or loss insured under propert}° u-Isuriu-ice
nated biphenyl (PCi3), or when it has been rendered harmle.ss, reyuired by the Con[ract Documents) to property referred to in
. by written agreen,ent of the ORrner 1nd Contrac:tor, or in Clauses 10.2.1.2 anci 10.2.1.3 caused in whole or in part by the
' .iccordance with final determination hy the Architect on which Contractor, a Subcontractor, a Sub-subcontractor, or anyone
arbitracion has not bccn dcmandcd, or by .irbitration undcr directly or indircctly cmployed by any of chem, or by anyone
Article 4. for whose .1Ct5 II1C:1' lllay be liable znd for which the Contractor
~ is respi>ntiible under t:l<iuses 10.2.1.2 and 10.2.1.3, cxccpt
, 10.1.3 'I'he Contrac[or shall not he rcquircd pursuant to Articlc daunage or Ioss attributable to acts or omissions of thc Owncr
7 to perform without eonsent an%, Work relating to asbestos or or Architect or :ulyonc direetly or inciirec:tly employect by
polyr.hlorinatcd biphenyI(I'CB). either of them, oc bv aI11'ni1< fnC «'tlo5e aCtS c1111EC c)f lIl(;I11 Illay
be liable, and not attributablc to the fault or negligcnee of ttle
, 10.1.4 To che fulles[ extent pcrmiacd hy law, thc Ovvner shall Coiitractor. The foregouig obligations of the C:ontr.ictor are in
~ indcmnify and hold harmlcss chc Con[ractor, Architcc[, Archi- addition to the Contractor's obligations undcr Paragr.iph 3.18.
tcct's consultants .ind .igcnts and cmployccs of any of them
, from a►7ci against claims, ciai~iages, Iosses anci exrenses, inc:luct- ~ 0.2.6 The Contractor shall designat~ a resp~nsil~le mt~nher of
ing but noi limitecl toattorney5' fees, arising Out of or re5ultin}; the Contractor s organizatiun at the site whose clury shall be: the
from perform.znce of tlle Work in the affected :;rea if in fact the prevcnrion of accidents. I"his person shall be the Contractor's
ntaterial is asbestUS or polychlorinaced biphenvl (PCB) and has superintendent unless otherwise dcsignated by the ContractOr
, not heen renderccl harmless, provided that such claim, da►nage, nTritinK tc> the O~~~ner and rlrchicect.
~ loss or expense is attribu[ablc to bodily injury, sickness, diselse 10.2.7 The Contracror shall not load or permit any part of the
or death, or ro injury to or descniction of tangible property ~onstruction or site ro be loaded so as to endanger its safety.
(other than [he ~Y~ork i[selo including Ioss of use resulting
_ thcrefrom, but only ro the extent caused in whole or in part hy 10.3 EMERGENCIES
negligent acts or omitisions of the Owncr, am-one directlv or 10.3.1 in an emergencp affecting safety of persons or propcrty,
indirectly employed bv the Ovvner or anyone for whose aces the Contrac:tor shall act, at the Contr:ic:tor's discrction, to pre-
the Owner may he liahle, regarciless of n-hether or nc~t such vcnt thrcatcncd d:unage, injury or loss. Addition:il compcnsa-
claim, damagc, lass or cxpcnsc is c:auscd in part b), a party tion or cx[cnsion of time claimcd by the Contractor on account
indemnitied hereundcr. Such obligation shall nut br: construect of an emergency shall be cirterminecl as provitietl in I'aragraph
to nr;g:ate, abrictKe, or reclucC uther rights or obligations of 4.3 and Article 7
indemnity which NNIould otherwise exist a..~ to a party or person
clcscrihcd in this 5ubparabr4iph 10. 1.+. ARTICLE 11
10.2 SAFETY OF PERSONS AND PROPERTY INSURANCE AND BONDS
10.2.1 `f'he Contractc>r shall takc rcasonablc: precautiuns for 11,1 CONTRACTOR'S LIABILITY INSURANCE
safcty of, antl slt<<ll proviclc reasonahle proteetion lo prevcnt
dLun.igc, injurN~ or loss [o: 11.1.1 Thc Gon[ractor shall purchasc from and maintain in a
- coiZipany or cUmpanieti lawfully authorizecl to clo husiness in
.1 e:mployr;es un thc Work ancl uther persons who may the jurisdictiun in Which the Project is located such insurance as
~be affe:ctecl thereby; will protect the Contractor from claims set forih below which
.2 the Work and materials and Cyuipmcnt ro be incorpo- may arise out of or result from the Contractor's operations
rated therein, whether in storage on or off the site, under the C;ontract and for which the Contractur may be legally
~ under care, custody or Contrvl of the Contraetor or liable, -whether such operations be hy the Contractor or bv a
~ [t1C Contractor's SUbCOntraCtOrS Or Sub-subcontrac- tiubcontractor or by anyone directly c)r inciirc;ccly employed hy
tors; and any of them, or by anyone (or whosc: acts any or LtleIll lllay be
.3 oeher property at the site or adjacent tllereio, such US liable:
trc;es, shrubs, lawns, %valks, pavements, roadways, .1 daims uncier worke:rs' or workrnetl's compensation;
suructures and utilities ncx designated for removal, relo- clisahility benefir ~-ind o[her sunilar cmployee benefit acts
rcauon or rep(aCCI11CIlI in Ghe coum of eonstruction. which i-tre applicable to thc Work to be performed;
AIA DOCUMENT A201 • cENFiznI. coNDrrIOr.s oF •cfiE coN'l'kAC"I' FOR CONSTRUCTIOn • FOURTF.E\TH EIaITION
rVA'D • C~i` 1)t37 'I'HE AMERICAN INSTITUT[ OFARCH11'ECTS, 1735 NEW l'ORK AVENUE, N.W, VUASFIINGTON, D.C. 20406 A201-1987 19
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.2 claims for damagcs beCau.Se Uf bodily injury, occupa- other than the U,~vner ha~s <<n insurahle ineeresc in the property .
tionail sickness vr disease, or death of the Contractor's required by this Paragraph 11.3 w be covereci, whichever is employees; carlicr. This insurance shall inclucle interests Uf the O~timer, the -.3 claims for darnages because of bodily injury, sickness Contractor, Subeontractors anti Sub-suheontraetors in the
or discase, or cleath of any person other than the Con- Work.
tractor's employeeti; 11.3.1.1 Froperty insurance shall be on :ui all-risk policy form •
.4 claims for damages insured by usual personal injury and shall insure ag:iinst the perils of fire anci extended coverage
liability coverage whieh arc: sustained (1) by a person ancf physical loss or darnage including, without duplication of
as a result of an offense direcdy or inciirectly related to cUVerage, theft, v~iridalisin, alalicious mischief, eollapse, falsc- employment nf such pcrson hy the ContraCtor, or (2) work, temporary builciuigs and debris removA including
by another person; demolition occasioned by enEorcement of any applicable leg~l
.5 clauns for damages other than to the Work itself reyuirements, and shall cover reasonable compensation for
because of injury to or destruction of tangible prop' Architect's services and expenses required as a result of such
ertv, including loss of use resultinK thcrcfrom, insured loss. Coverage for other perils shall not be reyuired ,
unlcss otherwise provided in the Contract Documents.
.6 claims for clamages becau5e of bodily uijury, death of
aperson or propert>> dunage arising out of owner- 11•3.1.2 If the Uvvner cloes not intend to purchasc such prop-
ship, maintenance or use of a mocar vehicle; and erty insurance required bv the Contraee ancl ,vith all of the
.7 claims involving contractual liahility insurance appli- c0verages in the amount describcd abovc, the Owner shall so eahle to the Contraetor's ohligations tinder Naragraph infc~rm the Contraetor in writing prior to coniniencemenL Of
3.18. the Work. The Contractor rnay then effect insurance which will
protect the interests of the Contractor, Subcontractors and Suh-
11.1.2 The ulsurance required hy Subparagraph 1 1.1 1 shall be subcontractors in the Work, and by appropriate Change Qrder
wriuen for not less than limits of liability specifiett in the Con- the cost thcrcof shall be chargecl to the O«rner. If the Contrac-
tract DocLunents or required by I1w, Rlhichever coverage is tor is clam.tge:ci by the failure or neglect of the Qwner to pur-
greater. Coverages, whether writren on an ocCUrrf:nCC or cha.se or maintain insurance a.s de,crihed above, without so claims-made b.isis, shall be maincained without interruption notifying the Contractor, then the Owner shall hear Al rcmon- .
from date of commencement of the WOrk until date of tinal able costs praperly attributable thcreto.
payment and termination of any coverage rccluircd to bc m~un-
tained after final pavment. 11.3.1.3 If the propert}~ inst~rance rec~uires minimum deducti- ; i
Ules and such deductibles are identified in the Contract Docu- ,
11.1.3 Certificates of Insurance acceptahle to thc Owner shall ments, the Contractor shall pay costs not covered Ixcausc of bc filed with the Qwncr prior to commencemcnt of the Work. such dcductiblcs. If the Uwner or insurer increaties the recIuired
Thesc Gertiticates anci the insunuice policies required by this minimum cieductibles above the amounts so icicntificd or if the -
Paragraph 11.1 shall contain a provision that CUverages (7wner elects to purcha5e this insurance ~,vith Voluntal-V cteduc- ~affordccl tmcier ttle policies will not be caneclled or alloweci m tible wnounts, die Owner shall be responsible for p<iyment of
expire until at least 30 days' prior written notice has been given the aciditional costs not covered because of such inereased or
to the Owner. If any of the foregoing insurance cnvcragcs arc voluntary deductihles. If deductibles are not identificd in the
requirecl to remtin in force after final payment and are reason- Contrart Documents, the Owner shall pay cos[s not covered '
ably available, an additional certificate eviciencing continuation because oF dtductibles.
Of such coverage shall bc submitted with the final Application 11,3.1.4 l.nlcss e>therxvise rrovidcd in the Contrict Docu-
for Paymen[ as required by Subparagraph 9.10.2. lnformation ments, this property insurance sh.ill crn~er pnrtic~ns c~f the ~~i~nrk
concerning reduction c~f mveragc shall be furnished hy the storcd c~ff thc sitc aftcr writccn approval of the Owncr at the
Contractor with reasonable; proiliptness in accordance cvith the V,diir e5tablisheci in the approval, anci also portions of the Wc~rk
Contractor's inforination and belief. in transit.
11.2 OWNER'S LIABILtTY INSURANCE 11,3.2 Boiler and Machinery Insurance. Thc Owncr sha(I
11.2.1 The Uwner shall be responsible fnr purrhasing and piircha.se anci maintain hc.>ile:r anci madlinery iilsurauZCc ~
maintaining the Owner's usual liability insurance. Opeionally, rcyuirccl hy the Contract DoCUIl1CIllS or Uy law, which shall
the Owner may purcha.se and maintain other insur.tnee for self- sUecifirallv cover such insured objects cluring inst<<llation and
protection against cltims which may arise from operations L„1ti1 fin<<1 aCceptanec Uv the O%vner; this insurance shall include ;
unclcr the COntraCt. 'I"hc Contractor shall not be responsible interests of the URTner, Ce>ntracror, Suhcontractors and Sub- _
for purch:~.sing and maintaining this opcional Owner's liability tiUh«ontrauors in the Work, and the Owncr and Contractor
insurance unless specificzlly re(Iuired hy the Contract ,hall he named insurecis ,
Documents. ,
11.3.3 Loss of Jse Insurance. Thc Owncr, at the Uwner's ,
11.3 PROPERTY INSURANCE Opt1011; may purchase and maintain such insurancc as Nvill
11.3.1 Unless othe►-nrise proviciecl, thc Owner shall purchase ln5ure the Owner against loss of use of the Owner's propertN~
and maintain, in comrany or companies la~~fully au~l10rireci CiLIc to fire or other ha-r.ards, hUwever caused. The O~~rner
tc) do husiness in the jurisdiction in ~~hich tt~e I'rojeet is ~t'ai~~es all riKhts of action ag.~inst the Gontracroc for loss of use
Ioeateci, prope;rty insu►anee in the amvunt of the initial Con- nf the ONvner's property, including consequential losses due to
tract Sum as well as suhsequent moclitications thereto for the firc or other hazlyds however caused.
entire Work at the sitc un a r~l-flacement c;ost hasis without vol- 11.3.4 If the Contractor rcyucsts in writing ch.it insuraulce for untary deductiblcs. Such property insurance shall hc m.un- risks other than those descrihecl herein or for ixher spec:ial haz- :
tained, unless o[herwitie pr(-)vicleci in the Co►iu'aCt DQCUI1lCIltS ards he includcd in the property insurancc; policy, the Owner
or otlicrwise agrecci in xvriting hy all persons :ultl rntities who shall, if possible, inclucle such insurance, and the cost thereof
:re beneficiaries (A such insurance, until final }~.ayment h~LS f)l'CR shall he charged tO the Contracwr I)v .ippropriate Chringe
niacie :s provictecl in Paragraph 9.10 or until no pe:rson or entity Qrder.
AIA DOCUMENT A201 • Gli\ERAL C.:ONDITIONS OF THF. CONTRACT FOR CUiN5'1'ItCCTIOT • FOUR'1'EEN'1'II FI)ITInN
20 A201-1987 AIA° • O 19871"HL: AN9[:RICAi\ li\'S'I'CI'U'CL OI'ARCtIITEsCTS, 1735 NGVi/ YOlth AVENUE, 1W, WASHINGT(JN, D.C. 20006
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11.3.5 If during the Project constcuction period the Owner 11.3.10 '1"he Owner as fiduciary shall have power to adjust and
insures Uroperties, real or personal or both, adjoining or adja- scttle a lass wich insurers unless one of the parties in interest
~ cent to the site by property insurance under palicies separate shall object in writing within five days after uccurrencc of loss
from those insuring the Project, or if after final payment prop- to the Owner's exercise of this puwer; if such objection be
erty insurance is to be provided on the completed Project made, arbitrators shall he chnsen as provided in Yaragraph 4.5.
through a policy or policies other than those insuring the Proj- The Owner :as fiduciary shall, in that case, make settlement with
r c.CC during the constructiOn period, the Owner shall waive all insurers in ac:corciance with directions of such arbitrators. If
r rights in accordance with the terms of Subparagraph 11.3.7 for distribution of insurance proceeds by arbitration is reyuired,
damages caused by fire or other perils covered hy this separate the arbitrators will direct such distribution.
' property insurance. All separate policies shall provide this 11,3.11 Partial occupancy or use in zccordance with Pam, graph
' waiver of subrogation by endorsement or ocherwise.
9.9 shall not commence untll the visurante company or com-
11.3.6 Before an exposure to loss niay occur, the Owner shall panies providing property insurance have consented to such
file with the Contractor a copy of each policy thac includes pdrtial occupaiicy or use by enctorsement or otherwise. The
~ insurance coverages required by this Paragraph 11.3• Each Owner and the Contractor shall take remonable steps to obtain
poliCy shall contain all generally applicable cpnditions, deflni- consent of the insurance company Qr companies and shall,
tions, exclusions and enciorsements related to this Nroject. Each without mutual wri[cen consen[, take no action with respect to
policy shall con«in a provision that the policy will not be partial occupancy or use that woulti cause cancellation, lapse or
' cancelled or allowed to expire until at least 30 days' prior writ- reduction of insurance.
ten notice has been given to the Contractor. 11.4 PERFORMANCE BOND AND PAYMENT BOND
11.4.1 The Owner shall havc the right to require the Contrac-
11.3.7 Waivers of Subrogation. The Owner and Contractor tor to fiirnish bonds covering faithful performance of the Con-
waive a11 rights againse (1) cach other and any of their subcon- tract and payment of obligations arising thereuncter as stipu-
~ tractors, sub-subconcractors, agents and employees, each oE the lated in Uidding requirements or specifically required in the
other, and (2) the Architcct, Architect's consultants, separate Contract Documents on the date of execution of the Contract.
contractors clescribecl in Article 6, if any, and any of their sub-
contractors, sub-subcontracrors, agents and employccs, for 11 •4.2 Upon the request of any person or entity appearing to
danlages caused by fire or other perils to the etitent covereci by be a potential beneficiary of boncis cUvering payment of obliga-
property insuratlce obtained pursuant to this Paragraph 11.3 or tions arising under the Contract, the Contractor shall prumptly
' other property insurance applicable to the Work, exeept such furnish a copy of the bonds or shall permit a copy to he made.
rights as they have to proceecls of such insurance held by the
' Owner as fiduciary. The Owner or Contractor, as appropriate,
shall require of the Archi[ec[, Architect's consultants, separate ARTICLE 12
contractors describeci in Article 6, if any, ancl the subcontrae-
tors, sub-subconcraccors, agents and employees of an}T of them, UNCOVERING AND CORRECTION OF WORK
by appropriate agrecments, written whcrc legallv required for 12.1 UNCOVERING OF WORK
' validity, similar waivers each in favor of other partics enum-
, erated herein. I"he policies shall provicie such waivers of subro- 12.1.1 If a portion of the Work is covered contrary to the
gation by endorsement or othercvise. Awaiver of subrogation Architect's requesc or [o reyuirements specifically cxpressed in
shall be effective as to a person ar en[ity even thuugh thac per- thc Contract nocumencs, it aiust, if required in writing by the
- son or entity woulci otherwise have a duty of incleiniufication, Architect, he uncovered for the Architec['s observacion and be
' contractual or otherwise, dici not pay the insurance premiunl replacetl at the Contractor's expense wichout change in the
_ directl}° or indirectly, anci whecher or not the persoii or entit}r Contrac[ Time.
had an insurable inierest in the property damaged.
12.1.2 If a portion nf the Work has been covered «rI11C11 llle
' 11.3.8 A loss insurcd untier Ow~ner's pr~perty insurancE sh~ll A►"chitcct ha.s noc speciFicall~~ requestccl tc_~ c~hserve prioc to its
~`~red, the Architect may rec~ucst tca see such Woc•k and
• be a~ljusteci b}~ the QwnEr as fduciary and madc p~iyable tn the he'ng co
Owner as fiduciar)r for the insureds, as their interests may it shall be uncovered hy the Concracror. lE such Work is In
_ appear, subject to requirements af any applicable mortgagee d«ordiuicc with the GOntracc Documents, cosrs of uncover-
clause and of Subparagraph 11.3.1 U. 'fhe Contractor shall pay iiig itnct replacemenc shall, by appropriate Change Order, be
Subcontractc>rs their just shares of insurance procecds received chargeci to the Owner Tf such Work is not in accordance ~,vith
by the Contractor, and by appropriate agreement,s, written the Contract Doeuments, the Contractor shaill pay such costs
where legally required Far validity, shall require Subcontractors unless the conciition was caused hy ihe Qwner or a separate
to make payments to their Sub-subcontractors in similar contractor in which event the Owner shall be responsible for
rlianner. paymcn[ of such cosL5.
12.2 CORRECTION OF WORK
11.3.9 If required in writing by a party in interest, the Owner 12.2.1 The Contractor shall prqmptl}, correct Work rejected
a as fiduciary shall, upo11 occurrenCE of an insured loss give
I~ bond for prc~per perfonn~u~ce of the Owner's duties. `l"he cc~st b}' the Architect or failing ta conform tc~ the reyuu•ements oF
the Contract Documents, whether ohserved hefore ur after
of required bontis shall he diarged against proceeds receiveci as SuUstantial Cocnpletion and whethcr or not fabricated, installed
tiduciary. The Onmer shall deposit in a separate account pro- or cumpleted. The Contractor shall bear costs of corrccting
' ceeds so received, whidl the Owner shall distriUuce in accor- such rejected Work, including additional testing wid inspec-
~ dance with such agreement as the parties in icuerest may reach, tions and cocnpensation tor the Architect's services ancl
~ or in accordance with ari arbitration acvard in which case the expenses made necessary thereby.
procedure shall be a5 provided in Paragraph 4.5. If after such
loss no othcr spccial agreement is made, replacement of dam- 12.2.2 lf, within one vear aftcr the date Of Substantial Comnle-
' aged property shall be covered by appropriate Ghange Order. tion of the Work or designated portion thercof, or after the date
I
I AIA DOCUMENT A201 • C.ENEKAL CUNDITIQIS OI' 'I'I-IE CONTRAC'I' FOR CONSTRI;CTlO\ • FOUK'fEENTH ET)ITION
AIAO •O 1987'I'HG AAtERICAN INSTITUI'l: UF ARCHITFCTS, 1735 NEVV YORK AVF;NVE, V.W., WASH[VGTUN, D.C. 20006 A201-1987 21
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for commcnccmcnt of warranties established undcr sub- ARTICLE 13
paragraph 9.9.1, or by terms af an applicable special warranty
requireei by the Contract Documcnt,, any of the Work is found MISCELLANEOUS PROVISIONS
• to be not in accordance with the requirements of the Contract
Documents, the Contractor shall correct it promptly after 13.1 GOVERNING LAW receipt of written notice from the Owner to do so unles.s the 13.1.1 The Contract shaJl be governed by the law of the place '
Owner has previously given the Contractor a written accep- where the 1'roject is located.
tance of such condition. This period of one year shall be _
extendeci with respect to portions of Work first performed after 13.2 SUCCESSORS AND ASSIGNS '
Subs[ancial Completion by the perioci of cime between Substan- 13.2.1 The Owner and Contractor respeccively binci them-
tial Complction and the actiial pcrformance of the Work. This selve.s, their pareners, suceessors, assigns aiicl Icgal representa-
obligation under this Subparagraph 12.2.2 shall survive 3ecen- tives to the other party hereto and ro partners, successors,
tance of the Work uncler thc Contract and termination of the assigns and legal representatives of such other party in respect
Contract. 1"he Qwner shall give such notice promptly after dis- to covenants, agreements and oUligations contained in the Con- covery of the condition. tract Documents. Veither party to [he Contract sha.ll assig,1 the
Ccm[ract as awhole without written consent of the other. If
12.2.3 Thc Contractor shall remove f'rom the site portions of either party atternpts to make such an assignment withouc such '
the Work which arE• not in accordance with the requirements consent, dhat party shall nevertheless remain legally responsible
of the Contract Documents and are neither corrected by the Cor all obligations undcr the Contract.
Contractor nor accepted by the O«rner,
12.2.4 If the Contractor fails [o corrcct npnconfnrming Work 13.3 WRITTEN NOTICE ,
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within a reasonahle time, the Owner iIiay carrcct it in accor- 13.3.1 Written noticc shall be rleemecl to havc been duly
danc< <vith Paragraph 2.4. If the Contracror cioes not praceed 5erved if delivered in person to the individual or a member of
w>th correction of such nonconforming Work within a reason- the firm or entity or ta an officec of the corporation for which it
able time fixed by written notice from thc. tlrchitect, the Owner RTa,s intended, or if delivered at or sent by registered or certitied ~
may remove it and storc the salvable materials or equipment at mail to the lasc business address known to the party giving
the Contracwr's expense. If the Concr:ictor doc:s not pay~ costs notice.
oF such removal and stUrage within ten days after written ,
noticc, the Owncr may upon ten adciitional days' written 13.4 RIGHTS AND REMEDIES ,
notice sEll such materials and equipment at auction or at private _
sale and shall accounc for the proceeds thereof, after deducting 13.4.1 f'uties and obligations imposed hy the Contracc Docu-
costs ancl dan7ages that should havc bcen bornc by the Con- ments and rights and remcdies available thcreunder shall be in
_ tractor, inclucling compensation for the Architect's services and addition to and noc a limitation of duties, obl►gations, rights and ,
expeczses inade nccessary therehy. If sueh proceecis of sale cio remeciies otherwise imposed or available bv law. ~
not cover costs which the Contractor shoulcl have borne, the 13.4.2 No action or failure ro act by the Otvner, Architect or
Contracc Sum shall be reduced by the deficiency. !f paymrnts rontractor shall constitute awaiver of a right or duty afforded
then or thereafter due the Contractor are not sufficient to cover thcin uncler Lhe Contract, nor shall such action or failure to act •such amount, the Contractor shall Nay the difference to the conscitutc approval of or acquiescence in a breach thereunder,
Owner. cxcept as mav be specitically agreecl in writing.
12.2.5 I"he Contractor shall bear the cost of correccing '
tiestroyed or damaged construction, vvhether comrlctetl or 13.5 TESTS AND INSPECTIONS ;
partially completed, of the Owner or separatc; contractors
caused by the Contractor's correction or rem~v~-il of ~Y~ork 13.5.1 ''ests, inspeecions ancl ~tpprc~v.~ls c~f pc~rcic.~ns c~f the
a~hich is nnt in accordance ~vi[h the reciuireme:nts of the Can- ~X~~>~~k required by the Contract Doruinents or by 1~~~~s, c~rcti- •
tract Docurlients. nances, rules; regulations or ordrrs of public authorities having
jurisdiction shall he made at an aPpropriate tiiiie. Unless othcr-
12.2.6 vothing contained in this Paragraph 12.2 shall bc con- wisc providcd, the Gontractor shall make arrangements for
stnicd to e.Stahlish a period of limitation with respect tn other such tests, inspections and approvals with an inciependent test-
obligations which the Contracror might havc undcr the Con- iiig lahoratory or enti(N7 ac:ceptablc to the Owncr, or with the
tract DOcuments. EsLahlishmen< of the cime periocl of one; yc:ar aPpropriate public authority, anc.i 5hall bear all relateci costs of
as described in Subparagraph 12.2.2 rclatcs only to che specific tes[s, inspections and apprOvals. The Contractnc sh~tll give the
obligztion of the Contractor to correct the Work, and hay no Architect tunely notice of a-hen and where tests aild inspec- -
relationship to t'ie cime within which the obligation to comply tiotis arc to be made so the Architect may observe such E~roce- ~
~vith the Contract [~ocuments may be sought to bc cnforced, dures. Thc O%;~ncr sh~ill bear costs of tests, inspec:tions or .
nor co the cime wichin which proceedings may be commenced .1pprovals which do not become requircinents until after bids
to establish the Contractor's liability with respect to the Con- :ii'c reccivcd or negotiations concluded.
tractor's obligations other than specifically to correct the Work. 13.5.2 If the Architeet, Owner Or public authorities having r
12.3 ACCEPTANCE OF NONCONFORMING WORK jurisdiction determine chaL portions of the Work require addi-
cional tescing, inspection or ctpproval not included under Sub-
12.3.1 lf the O«•ner prefers to accept Work which is not in paragraph 13.5.1, the Architect Will, upon written authorization r~
accordance with the requirements of the Contract Ducuments, from ihe Ovvner, instruct the Contractor to make arrangements ~
the Owner rnay do so instead of reyuiring its removal and cor- for such adtlitional Lescing, inspection or approval by an entitp
rection, in which case the Contract Sui~I will be reduced aS acceptable to the nwner, and the Contractor shall give cimel),
appropriate ancl equitable. Such adjustment shaill bc cffected noticc to the Architece of nThen and whcrc tcscs and inspections
whether or not final payment has been made. are ro be made so the Architc:et may observc such procedures.
AIA DOCUMENT A201 • GENE}tAL C;ONI7ITIONS OF THE COv7'RACT FOR CONS'I'FtIJCTION • FOUR'1'EENTFI EDt1'lOv
22 A201-1987 AIA° •cO 1987 THIi A,41Eh1CAN 1NS'fl'1'U'I'E OF A12CH1'fECTS, 1735 nEW 1'URK AVGNUE, N.W, WASHIVG'1'O\, 17 C. 20006
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The Owner shall bcar such costs except as provided in Sub- ARTICLE 14
parageaph 13.5.3.
TERMINATION OR SUSPENSION
13.5.3 !f such procedures for testing, inspection or approval OF THE CONTRACT
under Subparagraphs 13.5.1 and 13.5.2 reveal failure of the
' por[ions of the Work to comply with requircmEnts established 14.1 TERMINATION BY THE CONTRACTOR
by the Contract Documents, the Contractor shal] bear all costs
made necessary bv such failure including thase of repeated 14.1.1 The Contractor may terminate the Contract if the Work
procedures and compensation for the Archi[ect's services and is stopped for a period of 30 days chrough no act or fault of the
cxpcnscs. Contractor or a Subcontractor, S ub-subcon tractor or their
agencs or employees or any other persons performing portions
13.5.4 Requireci certificates of testuig, inspection or approval of the Work under concract with the Contractor, for any of the
, shall, unless otherwise rtyuired by the Contract Documents, bc following reasons:
secured by the Contractor and prompdy delivered to the .1 issuancez of an order of a court or other public author-
Architect. ity having jurisdiction;
.2 an act of government, such as a declaration of national
13.5.5 If the Architect is to abserve tests, ulspections or emergency, makulg material unavailable;
approvals required by the Contract Documents, the Architect ,3 because the Architect has not issued a Certificate for
will do so promptly and, where practicable, at the normal place payment and has not notified the Contractor of the
of testing.
rcason far withholding certiFication as provided in
13.5.6 l"escs or inspections contlucted pursuat-i[ [a the Con- Subparagraph 9.4.1, or because the Owner has not
tract Documents shall be made promptly to avoid unreasonable jnade payment on a Certificate for Payment within
dclay in the Wcark. the time stated in the Contract Documents;
.4 if repeated suspensions, delays or interruptions by the
13.6 INTEREST Owner as described in Paragraph 14.3 constitutc in
the aggregate more than 100 percent of the total nurn-
13.6.1 Payments due and unpaid under the Conu-act Docu- ber of days scheduled for completion, or 120 d~~ys in
inents shall be:ar interest From the datc payment is due at such any 365-day pcriod, whichever is lc.ss; or
rate as the parties may agree upon in writvig or, in the absence .5 the Owner has faileci to fumish to the Contractor
thereaf, at the legaJ rate prevailing frotn time to time at the place promptly, upon the Contractor's request, reasonable
where the Projcct is located. evidence as required by Subparagraph 2.2.1.
14.1.2 If one of the abovc reasons exists, the Contractor may,
13.7 COMMENCEMENT OF STATUTORY upon seven atlditiocral days' written notice to the Owner antl
LIMITATION PERIOD Arehitect, termuzate the Contract and recover from the Owner
13.7.1 As between the Owner and Contractor: payment for Work executed and for proven loss with respect
to materials, cquipment, tools, and constniction equipment
.1 Before Substantial Completion. As ro acts or failures and machinery, including reasonable overheact, profit and
to act occurring prior to the relevaiu date of Substan- damages.
tial Completion, any applicable statute of liinitations 14.1.3 If the Work is stopped for a period of 60 days through
shall commence to nui aiid ai-iy allegetl rause of acuon no act or fault of the Contractor or a Subc:ontractor or theu
' shall be ciec:med to have accrued in any and all events agEnts or emplayee:s ar any other persons performing purtions
not laLer than such date of Substai-itial Completian, pf the Worh uncier contract with the C.ontractor because the
, .2 Between Substantial Completion and Final Certifi- 4wncr has persistently I'ailed to fulfill the Owner's obligacions
cate for Payment. r1s to acts or failures to act occur- undcr the Con[ract Documents with respect ro inatters impor-
ring subsequcnt ro the relevant date of Substantial tant to the progress of the Work, the Contractor may, upon
Campletion and prirar to issuancc of the tinal C:ertiG- seven a(iditio►1a1 days' written notice to the ONrner and the
cate for P-iyment, any applicahle statute of liiiiitations Architecr, terminate the Contract and recovcr from the Owner
shall comnience co run and ai-iy alleged cause of as provided in Subparagraph 14.1.1.
action shall be cteemed to havc accrued in an}r and all 14.2 TERMINATION BY THE OWNER FOR CAUSE
evenw not later than the: dacc: of issuance ot the final 14.2.1 The Oajner may terminatc the Contract if the
Certific-cue for Payment; and Cpntractor:
.3 After Final Certificate for Payment. As to acts or .1 persisccncly ur reneatedly refuses or fails co supply
f.ulures to act occurring aftcr the relevant date of issu- cnough propcrly skilled workers or propcr matcrials;
ance of dlc final Cercificate for Payment, any appli- .2 fails to make payment to Subcontractors for materials
' cable statutc of limitations shall commence to run aid or labor in accordatice with ehE respective agreements
any allegcd cause af ac:tion shall be deemed to have between the Contractor and the Subcontractors;
accrued in any arid all events not laICf tF1111 tlle CI1Ce Uf ,3 rr;rsistently disregards laws, ordinances, or rules, reg-
an), act or fIilure to act by the Contractor pursuaiit ro ulacion5 or ortters of a public authc~rity havin~; juris-
~ :u~y ~j~irranty pro~~ide(i uncier Paragraph 3.5, the date dic:tion; or
of any correction of the Work or failure ta correct the
~Y~ork by the Contractor under Paragraph 12.2, or the .4 othern~ise is guilty of substantial breach of a provision
date of actual commission of any other act or failure or the Cantract ll~cuments.
to perfnrm 1ny duty Ur obligation by the Contracror 14.2.2 When any of the ahove rei-i.sons esist, the Owner, upon
or Ocvner, whichever occurs last. certification by the Architect thac sufficient cause exists ro jus-
AIA DOCUMENT A201 • C:ENEKAL CONnIT10NS nl' 'Cl-IG CO\tTRACT FOR CONSTltUC'f10N • FOURTEENTH EDITION
AIAO) 0 @1987 TII1: AA9E:RlCAN INSTITUTE OFARCHITECTS, 1735 NEW 1`C)RK AVEiti"ltE, \.W., WASHINGTON, D.C. ZOOcK A201-1987 23
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tify such action, may without prejudice to any other rights or Owner. The amount to be paid ro the Contractor or Owner, as
remedies of the Owner and after giving the Cantractor aid the the case may be, shall be certified by the Architecc, upon appli-
Contractor's surety, if any, seven days' written notice, termi- cation, and this obligation for payment shall survive termina-
nate emplayment of the Contractor anct may, subject to any tion of the Cantract.
prior rights of the surety: 14.3 SUSPENSION BY TNE OWNER .t take passession of the site and of all materials, equip- FOR CONVENIENCE
ment, tools, and construction equipment and machin- 14.3.1 The Owner may, without cause, order the Contractor in
ery thereon owned by the Contractor; writing to suspend, cielay or internipt the Work in whole or in -
.2 accept a,ssignment of subcontracts pursuant to Para- part for such period of time as the Owner may detcrmine.
graph 5.4; and
.3 finish the Work by n~hatever reas~nable method the 14.3.2 An adjustment shall be made for increases in the cost of
Owner may tieem expedient. performance of the Contracc, including proft on the increased
cost of performance, caused by suspension, delay or interrup-
14.2.3 Whcn the Ovvncr tcrminates the Contract for one of the tian. No adjuscment shall be made to the extent:
rcasons stated in Subparagraph 14.2.1, the Contractor shall not
be entided co receive further payment until che Work is Ihat performance is, u~as or would have been so sus-
fnished. pended, delayed or interrupted by another cause for i.
which the Contractor is responsible; or '
14.2.4 lE the unpaid balance of the Contract Sum excecds costs .2 that an equitable adjustment is made or denied under ~
of finishing the Work, uiclud'u1g compensation for the Archi- another provision of this Contract.
tect's scrvices and expenses made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the 14.3.3 Adjustments made in the cost of performance may have ,
unpaid balance, the Contraccor shall pay the difference to the a mutually agreed fixed or percentage fee.
,
AIA DOCUMENT A201 • GE:NEFtAL C:ONDI'CIONS OF TIiG CONTitACT POR CONSTRUCTION • FOURTEFNTF1 EDITIdN
24 A201-1987 AIA° •@ 1987 "I"HE AMERICANINS'I'ITU"i'E OF ARCHITECTS, 1735 n'EW 1'O}2K AVENUE, N.VU,WAShI1NGT0\, D.C. 20006
WARNING: Unllcensed photocopying vfolates U.S. copyright laws and is subject to legal prosecution. 3/87 ,
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 1
1 SUPPLEMENTARY GENERAL CONDITIONS
2
3 In case of conflicts between the Supplementary General Conditions and the Standard Generai
4 Conditions, the provisions of Supplementary General Conditions shall govern. .
5 -
6 DEFINITIONS 7
8 The Contract Documents also inciude the instructions to Bidders and Standard Forms and
9 Compliances. 10
11 COPIES OF DRAWINGS & SPECIFICATIONS
12
13 Change paragraph 1.3.1 to require that Architect furnish to the Contractor, free of charge, twenty
14 (20) copies of the working drawings. Additional copies maybe obtained at cost of reproduction.
15
16 EIGHT HOUR LAW AND PAYMENTS FOR LABOR
17
18 In accordance with Chapter 49.28 RCW, the Contractor agrees #hat no laborer, workman, or
19 mechanic in the employ of the Contractor, subcontractor, or other person doing or contracting
20 to do the whole or any part of the work contemplated by this contract, shall be permitted or
21 required to work more than eight (8) hours in any one calendar day, provided, that, in cases of
22 extraordinary emergency, such as danger to life or property, the hours of work may be extended,
23 but in such cases the rate of pay for time employed in excess of eight (8) hours of each. calendar
24 day shall be not less than one and one-half times the rate allowed for this same amount of time
25 during eight (8) hours service. Any work necessary to be performed after regular working hours,
26 or Sunday or legal holidays shall be performed without additional expense to the Owner. 27
28 PERMITS, FEES & NOTICES
29
30 The Contractor shatl pay all fees and charges for connection to outside services and use of
31 public or private property for storage of materials, etc.
32
33 USE OF SITE
34
35 The entire site is available for use by the Contractor as storage for this project subject to Owner
36 approval. He may use this space for the storage of materials and for his build'+ng operations that
37 may be necessary on this property, but he shall at all times keep the roads adjacent to the
38 project open for traffic.
39
40 This Contractor is to be responsible for all damage to existing property either on this project or
41 adjacent property including roads and sidewalks occasioned by his construction. He is to return
42 the premises to their original condition at the start of the job, removing all debris and excess
43 materials, and restoring damaged property to equal original condition.
44
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan Bovle Hevamoto Architects Paae 2
1 SUBCONTRACTQRS 2
3 The Architect shall request that said list of subcontractors by submitted prior to awarding of the
4 Contract. The list must be satisfactory to all parties prior to signing of the Contract. The Owner
5 reserves the right to recommend subcontractors rejection and negotiate change in Contract
6 amount (if any). 7
8 PERFORMANCE & PAYMENT BONDS
9
10 Performance Bond and Labor and Material Payment Bond shall be provided pursuant to Chapter
11 39.08 RCW, in an amount equal to 100% of the Contract Sum, with such sureties as are
12 satisfactory to the Architect and Owner. -
13
14 PRIOR USE OR OCCUPANCY
15
16 The Owner reserves the right to use or occupy the building or any portion thereof, or to use
17 equipment installed under the Contract, prior to final acceptance. Such use or occupancy shalt
18 not constitute acceptance of the work as a whole or any part thereof. 19 20 CONTRACT SUM
21
22 The Contract Sum and adjustment thereof shall include all taxes imposed by law except the
23 Washington State Sales Tax, which will be paid by the Owner to Contractor, who shall pay tax
24 to State of Washington in accordance with the law.
25
26 CERTIFICATES FOR PAYMENT
27
28 Within thirty (30) calendar days after receipt of each application for payment, duly certified by the
29 Architect, the Owner will make partial payment to the Contractor, but the Owner shall retain a
30 sum equal to five percent of all amounts as shown in the amount/totat earned column of the
31 Application and Certificate for Payment on Contract form, as a trust fund for the protection and
32 payment of any person or persons, mechanic, subcontractor, or materialman who shall perform
33 and labor upon his contract or work thereunder, and all persons who shall supply such person
34 or persons or subcontractors with provisions and supplies for the carrying on the such work, and
35 the State with respect to taxes imposed pursuant to RCW Title 82 which may be due from such
36 Contractor. In accordance with the provisions of'Chapter 60.28 RCW, said trust fund shall be
37 retained for a period of thirty (34) days following the final acceptance of the completed work
38 covered by the Contract, and every person performing labor or furnishing supplies toward the
39 completion of said work shall have a lien upon said fund provided that proper notice of the lien
40 shall be given as required by law. After the expiration of the thirty-day period, and after receipt
41 of a clearance by the Tax Commission, the reserve in excess of a sum sufficient to discharge
42 the taxes certified as due or to become due by the Tax Commission, and the claims of
43 materialman and laborers who have filed their claims, together with a sum sufficient to defray the
44 cost of foreclosing the liens of such claims, and to pay attorneys' fees, shall be paid to the
45 Contractor. The provision of the Article shall supersede any other conflicting provisions.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 3
1 No certificate given or payment made shall be evidence of the performance of the Contract,
2 either wholly or in part, against the claim of the Owner to the contrary, and no payment shall be
3 construed to be an acceptance of any defective work which may before or afterwards appear.
. 4
5 CONTRACTOR'S LIABILITY INSURANCE
6 '
7 The Contractor shall obtain liability insurance covering all work of his own and that of his
8 subcontractors.
9
10 The contractor shall furnish the Owner with satisfactory proof of carriage of all insurance required
11 by him. All insurance policies and certificates must be signed copies. All policies shall name
12 Catholic Diocese of Spokane as additional named insured.
13
14 No cancellation of any of the foregoing policies shall be effectivewithout fifteen days prior notice
15 of the University.
16
17 The Contractor shall not commence work until he has obtained all insuranc.e required, nor shall
18 the Contractor allow any subcontractor to commence work on his subcontract, until all similar
19 insurance required of the subcontractor has been so obtained. The Contractor shall carry the
20 following insurance for the duration of the Contract.
21
22 Comoensation Insurance: The Contractor shall carry Workers' Compensation Insurance for all
23 of his employees employed at the site of the project. The Contractor shall require the
24 subcontractors similarly to provide Workers' Compensation Insurance for all of the latter's
25 employees unless such employees are covered by the protection in hazardous work under this
26 Contract at the site of the project. If not protected under Workers' Compensation Statute, the
27 Contractor shall provide and shall cause each subcontractor to provide compensation insurance
28 with private company in an amount equivalent to that provided by the Workers' Compensation
29 Statute for the protection of his employees not otherwise protected. The Contractor shall comply
30 with all the requirements and conditions of the State of Washington Workers' Compensation Law,
31 also with the Rules, Regulations and Decisions made during duration of the Contract. The
32 Contractor shall save the Owner harmless from any loss, damage or expense which it may suffer
33 by failure of the Contractor to comply with the above.
34
35 Public Liabilitv and ProQertv DamaQe Insurance: The Contractor shall carry such Public Liability
36 and Property Damage Insurance as shall protect him and any subcontractor performing work
37 covered by this Contract, from claims for damages for bodily injury, including accidental death,
38 as well as for claims from property damage which may arise from operations under this
39 Contractor, vvhether such operations be by himself or by any subcontractor, or by anyone
40 directly or indirectly employed by either of them, and the amounts of such insurance shall be as
41 follows: Public Liability Insurance in an amount not less than $1,000,000 for injuries, including
42 accidental death, to any one person, and subject to the same limit for each person, in an amount
43 not less than $1,000,000 on account of one accident, and Property Damage Insurance in an
44 amount not less than $1,000,000.
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan 8ovle Hevamoto Architects Paqe 4
1 Fire and Vandalism Insurance: The Contractor shall arrange fire and vandalism insurance for the
2 value of the building. Contractor shall bear all premium costs associated with such coverage 3 and pay any deductibles in the event of claims.
4
5 The Contractor shall furnish the Owner with satisfactory proof of carriage of all insurance required
6 by him. All insurance policies and certificates must be signed copies. All policies shall name
7 Pullman Family Medicine as additional named insured. No cancellation of any of the foregoing
8 policies shall be effective without fifteen days prior notice to the Owner.
9
10 11 END OF SUPPLEMENTARY GENERAL CONDITIONS .
VERADALE HEALTH CARE CENTER • BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 1
1 SPECIAL CONDITIONS
2
3 A. Wording of these Specifications: These specifications are of the abbreviated or
4. "streamline" type and frequently include incomplete sentences. Words such as "shall",
5 "the Contractor shall", "shall be", and similar mandatory phrases shall be supplied by
6 inference in the same manner as they are in a note on the drawings. The Contract shall
7 provide all items, articles, materials and operations listed, including all labor, materials,
8 equipment and incidentals required for their completion.
9
10 B. Division and Paragraph Numbering: Numbering and lettering of Sections and paragraphs
11 in these specifications are merely for identification. Sections included are listed in the
12 "Table of Contents", together with the number of pages in each section. The Contractor
13 shall check his copies of the specifications with the index to be sure they are complete.
14
15 C. Number of Specified Items Required: Wherever in these specifications an article, device
16 or piece of equipment is referred to in the singular number, such reference shall apply
17 to as many such articles as are shown on the drawing or required to complete the
18 installation. 19
20 D. Coordination: All Contractors shall diligently comply with the following requirements:
21 1. Cooperate in planning and layout of the work well in advance of operations.
22 2. Inform other contractors of requirements at proper time to prevent delay or .
23 revisions.
24 3. Be informed on the requirements of other contractors and check own work for
25 conflicts with the work of other contractors.
26 4. Ensure delivery of materials and performance of work on coordinated schedule
27 with other contractors. .
28
29 E. Instructions to Contractor: All instructions will be given by the Architect/Engineer or his
30 authorized agents (Field Inspectors). No other instructions shall be recognized.
31 Instructions from the Architect will be made to the Contractor, or his authorized agent
32 (Job Superintendent) for distribution to subcontractors or tradesmen on the job.
33 Subcontractors and materiatmen shall not contact the Architect/Engineer to discuss the
34 job. 35
36 F. Examination of Documents and Site: The Contractor represents that he has carefully
37 examined all contract documents and site conditions, and understands the character,
38 quality and quantity of work called for and all conditions of the contract. The Contractor
39 shall carefully compare and check all documents for omissions and discrepancies. This
40 coordination shall precede each phase of the work and omissions and discrepancies
41 shall be reported promptly to the Architect/Engineer.
42
43
44
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS
Tan Bovle Hevamoto Architects - Paae 2
1 G. Specification by Reference: Any material specified by reference to the number, symbol 2 or title of a specific standard such as a commercial standard, Federal specification, a
3 trade association standard, or other similar standard, shall comply with requirements in
4 the latest revision thereof and any amendment or supplement thereto, in effect on the
5 date of Invitation for Bids, except as limited to type, class or grade, or modified in such
6 reference. The standards referred to, except as modified in the specification, shall have
7 full force and effect as though printed in the specification.
8 -
9 H. As-Built Records: Each Contractor shall keep an accurately marked job set of prints as
- 10 the job progresses, with all changes or deviations from the original drawings covering the
11 work under his contract. Accurate measurements of all underground services and utilities
12 reference to the Buildings shall be kept. These records of buried utilities should note
13 changes of directions and locations, by dimensions and elevations, as the utilities are
14 actually installed. Upon completion of the project and before final payment, the
15 Contractor shall forward one (1) set of blue line prints showing these as-built notations
16 to the Architect/Engineer.
17
18 I. Operating Instructions and Maintenance Manuals: Each Prime Contractor or
19 subcontractor shall instruct the Owner or his authorized representative in the operation
20 and maintenance of all equipment installed under this contract. He shall also deliver to
21 the Owner two (2) copies of an Operations Manual describing the operation and
22 maintenance of all installations. Information contained in the manuals shall include
23 operating instructions, maintenance and service instructions, drawings, wiring diagrams,
24 catalog cuts, and repair parts lists. Data in manuals shall be neat, clean copies. Data
25 shall be 8-1 /2 x 11 inch size or drawings accordion folded in this size. An index shall be
26 provided with all contents listed in orderly presentation. Each manual shall be a three
27 ring binder with rigid covers. Edge and front shall be imprinted with the job number and
28 name. One preliminary volume in loose form shall be submitted for approval to the
29 Architect/Engineer prior to binding.
30
31 J. Damaged Trees: Any tree which is not ordered removed or provided for removal by the
32 Architect/Engineer and which is destroyed or damaged to the extent that in the opinion
33 of the Architect/Engineer the continued life of the trees is questionable, or which is
34 disfigured by the Contractor because of carelessness, negligence, or for any other reason
35 shall be removed by the Contractor at his own expense. In addition thereto, liquidated
36 damages will be assessed against the Contractor at the rate of $15.00 per circumferential
37 inch measured by the Architect 2 feet above the ground line for each standing tree to be
38 removed because of damage. Where any tree has been removed which has not been
39 ordered removed or provided for removal by the Architect/Engineer, the
40 Architect/Engineer shall measure around the top circumference of the remaining stump
41 and the same rate of liquidated damages shall be applied.
42
43
44
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 3
t K. Site Sanitation
2 1. The site of work shall be provided with sanitary facilities and kept in a sanitary
3 condition in accordance with the Rules and Regulations of the State Board of
4 Health Governing Sanitation of Places of Work; WAC 248-62.
5 2. Drinking water shall be provided from a proven safe source, for those connected
6 with the work. The water shall be piped or transported in such a manner as to
7 keep it clean and fresh. Serve in single service containers or sanitary drinking
8 fountains.
9 3. Toilets are to be of the chemical type or connected to a sanitary sewer. Remove
10 when directed and disinfect the premises. (Refer to WAC 296-155-140 Dept. of
11 Labor and Industries). 12
13 L. Contractor's Registration: No bid will be considered unless the bidder has fully complied
14 with all the provisions of RGW 18.27, entitled "An Act Providing for the Registration of
15 Contractors and Prescribing Penalties" and the Contractor shall perform and carry out the
16 work of the contracts subject to and in accordance with the provisions of RCW 18.27
17 which by this reference is made a part of the Contract.
18
19 M. Venue: In the event a suite is instituted by the Owner to enforce any of the provisions
20 of this contract it is agreed that venue of said suite may be laid in Spokane County, WA.
21
22 N. State Permits, Inspections, and Approvals: State electrical permits, inspections, and
23 approvals are required and must be performed subject to provisions of the- State of
24 Washington, Chapter 207, Laws of 1963, entitled in part, An Act Relating to Electricians
25 and Electrical Installations". . .
26
27 In compliance with Revised Code of Washington 19.28.210, all projects containing
28 electrical wiring, devices, or other electricai facilities shall be inspected by the State
29 Electricat Inspector and the electrical contractor shall obtain and forward to the Bureau
30 of Public Works a certification of code compliance from the State Electrical Inspector.
31 Final payment will not be made to the Contractor until these requirements are met.
32
33
34
35 END OF SPECIAL CONDITIONS
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST STANDARD FORMS & COMPLIANCES
Tan Bovle Hevamoto Architects PaQe 1
1 STANDARD FORMS & COMPLIANCES -
2
3
4 FORM OF BID BOND .
• 5
6 Each bid shall be accompanied by a certified check, a cashier's check, or a bid bond in the
7. amount of five percent (5%) of the basic bid. 8
9 A bid bond shall provide for substantially the provisions contained in A.I.A. Document A310.
10
11 FORM OF AGREEMENT
12
13 The "Standard Form of Agreement Between Owner and Contractor", A.I.A. Document A101,1987
14 Edition, shall be the Contract form. A copy of this form is on file in the Architect's office.
15
16 PERFORMANCE & PAYMENT BONDS
17
18 Performance Bond and Labor and Material Payment Bond shall be provided pursuant to RCW
19 39.08 in an amount equal to 100% of the Contract Sum, with such sureties as are satisfactory
20 to the Architect and the Owner.
21
22 GENERAL CONDITIONS
23
24 The standard form "General Conditions of the Contract for Construction", A.I.A. Document A201,
25 1987 Edition, shall be the General Conditions of the Contract together with "Supplementary
26 General Conditions prepared by the Architect for this contract.
27 28 CONTRACTOR REGISTRATION
29
30 Comply with RCW 39.75. See Form of Proposal.
31
32 HOURS OF LABOR
33
34 Comply with RCW 49.28. See Supplementary General Conditions.
35
36 AGED & PHYSICALLY HANDICAPPED
37
38 Comply with RCW 79.82. '
39
40
41 END OF STANDARD FORMS & COMPLIANCES
42
43 .
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUMMARY OF THE WORK
Tan Bovle Hevamoto Section 01010 Paae 1
1 SECTION 01010 - SUMMARY OF THE WORK
2
3 PART 1 - GENERAL
4
5 RELATED DOCUMENTS
6
7 Afl provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 WORK INCLUDED
12
13 It is the intention of these specification and accompanying drawing to include all labor, materials,
14 and related items except as specifically stated otherwise for the construction of the Veradale
15 Health Care Center. Site work and other related assemblies, components, and equipment as
16 described on the drawings. 17
18 Work includes the following:
19 -
20 This Bid Package includes but may not be limited to the following:
21
22 1. Earthwork including final grading. 23 2. Landscaping plantings. ,
24 3. Irrigation System.
25 4. Concrete walks and curbs.
26 5. Asphaltic Concrete paving.
27 6. Cedar Fencing and Hardware.
28 7. "208" Percolation swales and drywells. .
29 8. Trench drains and underground piping. .
30 9. Parking area stripping and directional arrows.
31 10. Other miscellaneous assemblies, equipment and components, etc.
32
33 OCCUPANCY BY THE OWNER 34
35 Occupancy of the Owner will occur as soon as practical for both parties and shall be on an
36 "entire project" basis.
37
38 SUPERINTENDENT
39
40 The General Contractor shall have a competent superintendent at the site at all times when any
41 work is being accomplished by his force or by the subcontractors. The sarne superintendent
42 shall be used throughout the job unless otherwise mutually agreed to by the Owner, Architect
43 and Contractor. .
44
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUMMARY OF THE WORK
Tan Bovle -Hevamoto Section 01010 Paae 2
1 SCHEDULE
2
3 As scheduled by the General Contractor.
4
5 Substantial Completion is scheduled for December 18, 1992.
6
7 Interruptions of utilities and services to the building made necessary by the new work, shall not
8 occur without 72 hour prior written notification to, and consent of, the Owner.
9
10 PART 2 - PRODUCTS '
11
12 Not Used
13
14 PART 3 - EXECUTION
15
16 Not Used 17
18
19 END OF SECTION 01010
I
' VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST COORDINATION
Tan Bovle Hevamoto Section 01040 Paae 1
1 SECTION 01040 - COORDINATION
2
3 PART 1 - GENERAL
4
5 RELATED DOCUMENTS '
6
7 All provisions of the Contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Requirements for MWBE
9 Participation, Special Conditions and all sections of Division 1 are hereby made a part of this
10 section as fully as if repeated herein.
11
12 PROJECT COORDINATION 13
14 Coordination of the work, including activities of subcontractors, is the sole responsibility of the
15 Contractor as provided for in the Special Conditions.
16
17 Installation of work, including mechanical and electrical systems, shall be laid out and scheduled
18 to make the best use of available spaces, especially in remodeled areas where clearances are
19 at a minimum. No extras will be allowed for removal and reinstallation of new work caused by
20 failure of the Contractor to coordinate the work or of the subcontractor to review the work of
21 other trades which might affect the work.
22
23 COORDINATION WITH OWNER
24 25 The Contractor shall cooperate with the Owner in integrating work on this project with other work
26 by the Owner or other separate contracts.
27 28 This cooperation shall include giving notifications required in the specifications, exchanging
29 information with the Owner and scheduling of activities under this Contract. Whenever possibfe
30 the exchange of information shall occur during regularly scheduled construction coordination
31 meetings.
32
33 The Contractor shall at no time be obligated to supervise the work of the Owner or work being
34 done under separate contracts.
35
36 CONSTRUCTION COORDINATION MEEfINGS
37
38 Refer to Section 01200 - Project Meetings for construction coordination meetings. Weekly
39 construction coordination meetings are anticipated during major construction activities.
40
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST COORDINATION
Tan Bovle Hevamoto Section 01040 Paqe 2
1
2 PART 2 - PRODUCTS
3
4 (Not used) _
5
6 PART 3 - EXECUTION
7
8 (Not used) 9
10
11 END OF SECTION 01040
i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CUTTING & PATCHING
Tan Bovle Hevamoto Section 01045 Paqe 1
1 SECTION 01045 - CUTTING & PATCHING 2
3 PART 1 - GENERAL
4
. 5 RELATED DOCUMENTS
6
7, All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 WORK INCLUDED
12 13 Work includes the cutting of existing or previously installed surfaces, components and structural
14 elements made necessary in connection with removals and installations of new work as shown
15 on the drawings or required by the specifications.
16
17 Patching and repair of surfaces, components and structural elements back to original condition
18 and strength is included.
19
20 RELATED WORK SPECIFIED ELSEWHERE
21
22 Refer to specifications sections related to the surface, finish or material being cut and patched,
23 and related to the new work causing the cutting and patching.
24
25 PART 2 - PRODUCTS
26
27 MATERIALS
28
29 All materials used for patching shall be as specified in the specification section related to the
30 surface, finish or materials being cut and patched.
31
32
33 PART 3 - EXECUTION
34
35 RESPONSIBILITIES
36
37 The mechanical and electrical subcontractors will be responsible for their own cutting and for the
38 cost of having the patching done. 39
40 The General Contractor shall be responsible for finishing or painting of patches in finished areas.
41 All patches shall match adjacent wall finish texture and materials. 42 I,
43 -
44
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CUTTING & PATCHING
Tan Bovle Hevamoto Section 01045 Paqe 2
1 CUTTING
2 3 Wherever possible, cutting shall be accomplished by drilling, core drilling or sawing. Use of a 4 roto•hammer shall be limited to those activities that cannot be accomplished in any other way.
5 The Contractor shall take particular care to contain all water used in cutting. No spilling of water
6 inside of the occupied areas will be permitted. The Contractor shall be responsible for any
7 damage to finishes, equipment or supplies from water that is not contained.
8
9 No cutting of any structural members will be permitted without written authorization from the
10 Architect.
11
12 PATC H I N G -
13
14 Wherever possible and in all cases where material being cut was installed under this Contract,
15 patching shall be done by the original installer and charged to the contractor or trade doing the
16 cutting. Otherwise the contractor doing the cutting shall hire a mechanic skilled in the
17 application of that particular finish to do the patching. Mechanical and electrical subcontractors
18 shall not attempt to patch exposed finishes with their own forces. 19
20 Patching shall be done so as to leave a monolithic finish matching the original installation.
21 22 SMOKE AND FIRE SEPARATION
23 .
24 The integrity of smoke and fire separation shall be maintained at all times. Any penetration of
25 a smoke or fire separation by duct work, pipes, conduit, etc. shall be sealed with fire-stop
.26 caulking as required by the Building Code._ Caulking shall be installed in full compliance with the
27 U.L. test report and the manufacturers recommended instructions.
28
29 DUST AND DEBRIS
30 31 When working in occupied areas of the building, the Contractor shall be responsible for control
32 of all dust and debris caused by the cutting and patching and the cleanup of same at the end
33 of each activity and each work day.
34
35 The use of drop cloths is encouraged. The Contractor shall make certain that the undersides
36 of drop cloths are clean and dust free prior to use over furniture or equipment.
37
38 SPECIAL REQUIREMENTS AT EQUIPMENT 39
, 40 The Contractor shall coordinate his activities with the Owner before cutting or patching occurs
41 in occupied rooms containing electrical or other equipment.
42
43 Work with the Owner to protect equipment from damage whenever equipment cannot be moved
44 from the area.
45
46 END OF SECTION 01045
VERADALE HEALTH CARE CENTER • BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST FIELD ENGINEERING
Tan Bovle Hevamoto Section 01050 Paqe 1
, 1 SECTION 01050 - FIELD ENGINEERING
2
3 PART 1 - GENERAL
4
5 RELATED DOCUMENTS .
6 -
7 All provisions of the Contract including Instructions to Bidders, the General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Conditions and all
9 Sections of Division 1 are hereby made a part of this Section as fully as if repeated herein.
10
11 WORK INCLUDED
12
13 Work includes all layout of grades, lines and elevations necessary to accomplish the work as
14 shown on the Drawings and herein specified.
15 16 Also include work necessary for the proper documentation of as-built drawings.
17
18 - PART 2 - PRODUCTS
19 (Not used)
20
21 PART 3 - EXECUTION
22 23 LAYOUT OF PROJECT
24 '
25 The Contractor shall establish control points and bench marks at fixed locations that can be used
26 throughout the project for layout and verification.
27
28 The Contractor shall accurately layout subgrades and final grades necessary to produce finished
29 conditions shown on the drawings.
30
31 Finished floor elevations shall be carefully set and verified so that connections to existing
32 structures can occur as detailed. 33 34 The Contractor shall assist subcontractors during rough-in of services to assure that work will
35 be properly coated with respect to finished conditions.
36
37 AS-BUILT DRAWINGS
38
39 Take necessary measurements to correctly locate all concealed work or installations that does
40 not occur as shown on the drawings.
41
42 These measurements shall be transferred to the as•built drawings.
43
44
45 END OF SECTION 01050
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUBMITTALS
Tan Bovle Hevamoto Architects Section 01300 Paqe 1
SECTION 01300 • SUBMITTALS
PART 1 - GENERAL
RELATED DOCUMENTS All provisions of the Contract including Instructions to Bidders, The General Conditions of the
Contract, Addendum to The General Conditions of the Contract, Speciat Conditions and all
Sections of Division 1 are hereby made a part of this Section as fully as if repeated herein.
I SUBMITTAL FORMAT
All schedules, catalog information, lists, reports and warranties shall be submitted in an 11 " x 17"
page format.
All shop drawings shall be submitted in an 8•1 /2" x 11" page format or in 24" x 36" drawing
format.
CONSTRUCTION SCHEDULES
Submit a construction schedule as required by Article 3 of the General Conditions of the
Contract.
The construction schedule shall be in the form of a Bar chart or CPM chart that will graphically
indicate the start finish calendar dates (exp: 9/6/89) of each Project (Construct task) and related
sequential task by the various trades and the separate phases of the project. This schedule shall
be updated by the Contractor so that it reflects the actual progress on the site. Minimum schedule listing will include separate line items for each CSI Specifications Division 2
through 16 and sub-sections contained within each specification section.
This schedule will be used by the Owner and the Architect to verify the Contractor's progress
with respect to the Contract completion date and the Contractor's requests for payments.
SUBCONTRACTORS AND SUPPLIERS LIST
Submit a list of the names of the subcontractors and suppliers as required by Article 34 of The
General Conditions of the Contract.
List shall indicate names and addresses and shall indicate what portion of the work each
subcontractor or supplier is responsible for.
PROCUREMENT SCHEDULE
Submit a shop drawing procurement schedule that indicates submittal date and Architects and
Engineers *review period (two week minimum). Schedule to coordinate and integrate with the •
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SUBMITTALS
Tan Bovle Hevamoto Architects Section 01300 PaQe 2
construction schedule and must reflect reasonable sequence and review periods.
SCHEDULE OF VALUES
Submit a Schedule of Values for the various parts of the work as required by Article 23 of The
General Conditions of the Contract.
The schedule shall be divided by CSI Specification Divisions and subsections and/or Sections
and by phase or area of work and shall be in sufficient detail to serve as a basis for verifying the
Contractor's requests for payment.
The schedule shall include separate values for project start-up, bonds and insurance and project
closeout. The Project closeout value shall equal not less than 3% of the amount of the general
construction, mechanical construction and electrical construction and asbestos abatement work.
SHOP DRAWINGS
Submit shop drawings as required by Article 5 of The General Conditions of the Contract.
Shop drawings shall be submitted for all areas specifically required in the Specifications and _
elsewhere as may be necessary to clarify or fully detail the work. This includes, but is not limited
to, the following:
1. Reinforcing steel for concrete and masonry
2. Concrete mix designs Shop drawings shall be checked by the Contractor before submitting to the Architect and shall
be stamped by the Contractor with his signature before submitting to the Architect.
Shop drawings submitted to the Architect without the Contractor's authorized approval shall be
, returned to the Contractor for his review prior to Architect's review and before re•submittal to the
Architect.
Contractor to submit 6 sets of shop drawings for each required submittal.
Shop drawings shall be distributed as follows: One copy for the Architect's office, one copy for
the Engineer, one copy for the Contractor's office, one copy for the Contractor's field records
suppliers/installers/fabricators. One approved copy of each shop drawing and submittal for the
Owner. SAMPLES Submit samples as required by Article 8 of The General Conditions of the Contract.
Physical samples shall be submitted for all items specifically required in the Specifications and
elsewhere as may be necessary to aid in the selection of color, pattern, texture or quality of the
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR•A (4A)
GROUP HEALTH NORTHWEST SUBMITTALS
Tan Bovle Hevamoto Architects Section 01300 Paae 3
finish. This includes, but is not limited to the following:
1. Architectural woodwork
2. Acoustical treatment
3. Resilient flooring
4. Carpet
5. Paint 6. Wall covering
7. Additional items required in Divisions 15, 16 and 17.
Samples of finish materials will be used by the Architect in the preparation of color boards for
approval by the Owner. Approved samples of woodwork and casework may be incorporated into the finished work as
permitted in the corresponding sections of the Specifications.
CATALOG INFORMATION
Submit catalog information on all stock items used on the project.
Catalog information shall be submitted for all items specifically required in the Specifications and
elsewhere as may be necessary to determine sizes for field installation, manufacturer's
recommended installation methods, curing conditions, etc. This includes, but is not limited to
the following. 1. Concrete mix design
2. Concrete hardeners and sealer
Quantities and distribution of catalog information shall be as listed under Shop Drawings above.
MATERIALS SCHEDULES
Submit schedules for finish hardware. Schedules shall indicate location, catalog number, finish,
size, quantity, etc. of all items on the project.
Quantities and distribution of corrected schedules shall be as listed under Shop Drawings above.
OPERATING AND MAINTENANCE MANUALS
Submit Operating and Maintenance Manuals as required in Section 01700 - Contract Closeout.
TEST AND MILL REPORTS
Test and mill reports shall be submitted where required by the Specifications or Building Code
requirements.
1IERADALE HEALTH CARE ~ENTER - BID PACKAGE ND. FOUR-A (4►4)
GRDUP HEAsLTH NDRTHWEST SIJBMfTTALS
Tan Bovle Hevamoto Architects Secfion 01300 Paoe 4
IVIATERIAL SAFETY DAT~ SHEETS
Submit as required in Section 01065 - Hazardous N'laterials Requirements, .
PART 2 - PRODUCTS,
(Not used)
PART 3 - E{ECUTION (Not used)
END OF SECT~ON 01300
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST QUALITY CONTROL
Tan Bovle Hevamoto Section 01400 Paqe 1
1 SECTION 01400 • QUALITY CONTROL
2
3 PART 1 - GENERAL 4
5 RELATED DOCUMENTS
6
7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 SPECIAL INSPECTION
12
13 Special inspection and testing of mater;als during construction is required by Section 306 of the
14 Uniform Building Code for specific types of work. Additional testing is required by the Owner for
15 work covered by specific sections of the specifications.
16 -
17 Inspection and testing of materials is required for the following work:
18 19 1. Earth compaction 20 2. Concrete mixing and placement
21 Concrete Reinforcing Steel inspection
22 Anchor Bolt placement inspection 23 3. Other work required by the City Building Official and the 1988 Uniform Building .
24 Code at the time the building permit is released.
25
26 OWNER'S INSPECTION
27
28 The Owner will engage and pay a testing laboratory to provide special inspection and testing of
29 materials.
30 31 The Owner, Architect, Engineer and General Contractor shall sign and submit copies of the
32 "Special Inspection and Testing Notice and Agreement" required by the Cifiy of Spokane to the
33 City Building Official for approval. .
34
35 CONTRACTOR'S_ RESPONSIBILITY
36
37 The Contractor shall call for and obtain all required City Special Inspection or Code inspections
38 and/or tests, and obtain and submit all certificates to the Architect.
39
40 General Contractor is responsible for all coordination and scheduling of the Owner supplied
41 testing services.
42
43 The Contractor shall lay out that part of his work requiring inspection/ testing so that the time
44 of the inspector on the job shatl be as continuous as practicable.
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST QUALITY CONTROL
Tan Bovle Hevamoto Section 01400 Paae 2
1 Contractor shall provide testing laboratory with the following materials for testing:
2
3 1. Cement
4 2. Sand
5 3. Course aggregate
6 4. Concrete from each shipment
7 5. Concrete masonry units
8 6. Mortar and grout 9 7. Material samples when required by the specifications, the City Building Official, or
10 the 1988 Uniform Building Code.
11 .
12 Contractor shall notify Architect and testing laboratory 48 hours before each intended operation
13 which requires inspection or testing.
14
15 If testing reveals defective work, Contractor shall remove and replace at his own expense in
16 accordance with Article 13 of the General Conditions.
17
18 If concrete test cylinders fail to meet design stresses, the Contractor shall make core and load
19 tests if required by the Architect or Building Code. Core tests shall be made in accordance with
20 ASTM C42. Load tests shall be made in accordance with paragraphs 201 and 202 of the ACI •
- 21 Building Code. Cost of these tests shall be paid for by the Contractor.
22
23 LABORATORY AND INSPECTOR'S ROLL
24
25 The testing laboratory shall employ, on-site inspectors and lab technicians who meet minimum
26 qualifications established by the City Building Official.
27 28 The inspector shall have full authority to see that specifications are complied with. In the event
29 unforeseen circumstances develop, inspector shall make immediate report to Architect for
30 decision.
31
32 The testing laboratory shall do testing and inspection for the following work:
33
34 1. Earth compaction
35 2. Concrete mixing and placement .
36 3. Concrete masonry
37 4. Other work required by the City Building Official at the time the building permit is
38 released. 39 -
40 The testing laboratory shall keep accurate records and make appropriate reports.
41
42 The testing laboratory shall inspect reinforcing steel and placement of same before concrete is
43 placed and provide continuous supervision of concrete mixing and placing. In-plant inspection
44 for transit-mixed concrete will be waived provided concrete batch plant is certified by the City
45 Building Official.
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST QUALITY CONTROL
Tan Bovle Hevamoto Section 01400 PaQe 3
1 The testing laboratory shall make siump tests of each truck per ASTM C143 and see that
2 batches are consistent.
3
4 The testing laboratory shall make and cure 3 compression test cylinders for each 30 cubic yard
5 pour or each day's pour whichever is smaller, for each structural category per ASTM C31.
6
7 The testing laboratory shall test or obtain certificates for tests on reinforcing steel as specified,
8 make preliminary analysis of aggregate and determine if concrete supplier can consistently
9 furnish quality of concrete specified, test or obtain certificates for tests of cement as specified,
10 determine exact proportion of mix and submit to Architect for review. Make proper provisions
11 for delivery of test cylinders to laboratory. Make compression tests per ASTM C39, break one
12 cylinder at 7 days and two cylinders at 28 days, unless otherwise directed.
13
14 Concrete reports shall include:
15
16 1. Weather and date of pour
17 2. Exact mix used and maximum size of aggregate
18 3. Location in building where pour occurred
19 4. Cylinder identification and date received at laboratory
20 5. Slump data
21 6. Concrete supplier's name
22 7. Inspector's name
23 8. Analysis of the reason in event any cylinder test low
24
25 The testing laboratory shall test concrete masonry units for moisture content per ASTM C140.
26 Testing shall be done on a representative sampling of 8 units delivered to the job site and
27 randomly selected by the Architect. .
28
29 The testing laboratory shall inspect reinforcing steel and placement of same in structural masonry
30 before grout is poured and provide continuous supervision of grout mixing and placing. In-pfant
31 inspection for transit-mixed grout will be waived provided concrete batch plant is certified by the
32 City Building Official.
33
34 Other tests or inspections shall be accomplished as required by the Uniform Building Code, the
35 City Building Official, or as outlined elsewhere in the specifications.
36
37 The testing laboratory shall mail copies of all reports to:
38
39 1. One copy to Architect
40 2. One copy to Structural Engineer
41 3. One copy to Contractor
42 4. One copy to Building Department
43 5. One copy to Owner
44
45 The inspector and testing laboratory shall make required notifications to the City Building Official
46 of nonconforming work that is not corrected.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST QUALITY CONTROL
Tan Bovle Hevamoto Section 01400 Paqe 4
1 The inspector and testing laboratory shall submit a final report to the City Building Official as
2 required by the "Special Inspection and Testing Notice and Agreement.
3
4 PART 2 - PRODUCTS'
5
6 Not Used.
7 PART 3 - EXECUTION - 8
9 Not Used.
10 END OF SECTION 01400
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST PRODUCT OPTIONS & SUBSTITUTIONS
Tan Bovle Hevamoto Section 01630 PaQe 1
1 SECTION 01630 - PRODUCT OPTIONS & SUBSTITUTIONS
2
3 PART 1 - GENERAL
4
5 RELATED DOCUMENTS
6
7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 PRIOR APPROVAL FOR SUBSTITUTIONS OF PROCEDURES OR MATERIALS
12
13 Specific reference in the specifications to any article, device, product, materials, fixture, form or
14 type of construction, etc., by name, make or catalog number, shall be interpreted as establishing
15 a standard of quality and shall not be construed as limiting competition. The Contractor may,
16 at his option, submit to the Architect any article, device, product, material, fixture, form or type
17 of construction as a substitution for approval.
18 19 In order to allow the fullest competition, consistent with the Owner's interests, the Architect will
20 give consideration, Drior to submission of QroQOSals, to requests for approval of products and
21 materials competitive with and similar to those specified by name. To be considered and in
22 order to facilitate the Architect's review of requests for approval of substitutions for specified
23 products or materials, all such reauests shall be made in writinq at least 5 davs orior to date of
24 receivinq bids. .
25
26 Products and materials that have been approved in concept by the Architect will be listed in
27 addenda to the bidding documents furnished to all bidders. Following receipts of bids no further
28 requests for substitutions of products or materials will be considered.
29
30 In connection with the use of any substitute item approved by the Architect, it shall be the
31 contractor's responsibility to see that such items meet all space requirements and that any
32 alteraiions to connecting items necessitated by use of the alternate items are properly made, at
33 no increase in cost to the Owner.
34
35 All reouests for substitutions shall be submitted on the substitution request form on the followinq
36 paqe.
37
38 PART'2 - PRODUCTS
39 (Not Used)
40 PART 3 - EXECUTION
41 (Not used)
42 END OF SECTION 01630
TMt CC11iINC.iOt1
, ~ a~~:.+1Y! SyKifiCmiOtif lt1At(tJit
SUBSTITUTION REQUEST F4RM
sroKAr¢ oMAPtM
TO .
PROJECT
t. We hereby submit for your oonsideration the following product instead of the spedfied item for the above project:
Sertion Paqe Une/Pare rq aph Soecified item
2. Proposed Substitution:
3. Reason for Substitution:
4. A2tadi oomplete technical data., induding laboratory tests, H applicable.
5. hdude oomplete information on changes to Drawings and/or Specifications which proposed cubstitut;on will require tor its
p(oper installation.
6. Ooes the substitute atfect dimensions chown on Drawings?
7. wll the undersigned pay for changes to the bui{ding and systems des+gn, induding engineeting and detaiting costs caused
by the requested wbstitution?
8. Describe the aHect substitution has on other trades.
9. DiNerences between proposed s.ubstitvt;on and specxfied 'Rem.
10. Manutacturer's guaraniees oi the proposed and speafied items are: ❑ Same ❑ O+fierent (explain on attachment)
The undersigned states that the function, appearance anG FOR USE BY RE\/IEWER-
qualiry are equivatent or superior to the specitied item.
❑ /cOepted ❑ Aocepted as Noted
SUBMtTTED 8Y: ❑ Not /ompted ❑ Fieoeived Too l.+ate
❑ Approved for &dding subjeci to review
and approval of Submittals
Signature
BY
Frm
Date
Mailing Address Remar4cs
Gry State 7 p
~
❑ Please check 'rf tnere are attachments
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Page 1
1 SECTION 02200 - EARTHWORK
2
3 PART 1 - GENERAL
4 .
5 RELATED DOCUMENTS .
6
7 A!I provisions of the contract including Instructions to Bidders, The General Conditions of the
, 8 Contract, Addendum to the General Conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
, 10 . .
11 RELATED WORK Specified Elsewhere
12 .
13 Refer to Building and Contract Forms, Section "Information Available to Bidders" Geotechnical
14 Report. 15
16 DESCRIPTION OF WORK
17
18 Extent of earthwork generally includes grading (cut and fill) and placement of the previously
19 stockpiled top soil.
20
21 Excavation required for underground mechanical and electrical site utilities, and buried
. 22 mechanical and electrical appurtenances was bid as part of 6id Package No. Two (2).
23
24 Definition: "Excavation" consists of removal of material encountered to subgrade elevations
25 indicated and subsequent disposal of materials removed.
. 26 _
27 JOB CONDITIQNS . 28
29 Site lnformation: Data on indicated subsurface conditions are not intended as representations
30 or warranties of accuracy or continuity between soil bearings. It is expressly understood that
31 Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor.
32 Data are made availabfe for convenience of Contractor.
33
34 Additional test borings and other exploratory operations may be made by Contractor at no cost
35 to Owner.
36
37 Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain
. 38 in place, provide adequate means of support and protection during earthwork operations.
39
40 Should uncharted, or incorrectly charted, piping or other utilities be encountered during
41 excavation, consult utility owner immediately for directions. Cooperate with Owner and utility
42 companies in keeping respective services and facilities in operation. Repair damaged utilities
. 43 to satisfaction of utility owner.
44
45 Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during 46 occupied hours, except when permitted in writing by Architect/Engineer and then only after
I
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paqe 2
.
1 acceptable temporary utility services have been provided. 2
3 Provide minimum of 72-hour notice to Architect/Engineer, and receive written notice to
4 proceed before interrupting any utility. . 5
6 Coordinate'with utility companies for shut-off of services if lines are active. 7 8 Use of Explosives: The use of explosives is not permitted.
9
10 Protection of Persons and Property: Barricade excavations, sidewalks, construction lighting
11 placed on construction fence, and other facilities occurring as part of this work and post with
12 warning lights. !
~
13
14 Operate warning lights as recommended by authorities having jurisdiction.
15 16 Protect existing utilities, s+dewalks, pavements, and other facilities from damage caused by
17 settlement, lateral movement, undermining, washout and other hazards created by earthwork
18 operations. ~
19
20 PART 2 - PRODUCTS -
21 -
22 SOIL MATERIALS 23
24 Definitions: .
' 25
26 Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification ~
27 groups GW, GP, GM, SM, SW and SP.
28 -
29 Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification _
30 groups GC, SC, ML, MH, CL, CH, OL, OH and PT.
31
32 Artificial Fill: Subgrade material that has been placed on primarily the southern portion of the : 33 site to a depth of 4.7 to 5.0 FT below existing grade. Refer to Geotechnical Report.
34
35 Drainage Fill:
36
37 Type One: Typical at all drywell locations. Washed, evenly graded mixture of washed river
38 stone, 3J4" to 1-1 /2", with 100% passing 1-1 /2" sieve and not more than 5% passing a No. 4 ~
~
39 sieve. 40 . -
41 Type Two: Typicaf at alf Utility trenching locations. Washed evenly graded mixture of washed
42 river gravel or stone with 95% passing 3/8 or 1 j2" Diameter sieve and not more than 5% passing -
43 a number 4 sieve.
;
,44 . 45 Subgrade Fi{I Materials: Satisfactory soil materials free of clay, rock, or cobbles larger than 2" '
46 in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter.
'VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A) '
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 PaQe 3
~ 1 Subbase Material: Crushed rock for use under asphalt paving and concrete slab. Material ' 2 consisting of 5/8" minus crushed rock or stone.
3
4 Asphalt paving subbase - 6" thick.
. 5 Concrete slab on grades - 4" thick.
6 Crushed rock not required beneath exterior slab on grade.
7 .
8 Structural Backfill: Structural backfill consists of well graded sand and gravel that is placed in
9 10" maximum lifts and compacted to a density of not less than 95% of the Modified Proctor
10 density (ASTM D 1557). Maximum particle size of the structural filt shall not exceed two inches.
11 Fines, defined as that portion by weight passing the No. 200 mesh sieve, based on the 3/4 inch
12 minus fraction shall be not greater than 15%. If wet conditions are encountered during fill
13 placement the fines content shall be limited to not more than 5% by weight. In addition, fines
14 shall be non-plastic. The fill shall consist of sound particles and shall not contain organics,
15 debris, and deleterious materials. 16
17 The Geotechnical Report indicates that the existing artificial fill may meet the above specifications
18 and will be acceptable for subgrade/structural back material. For bidding pWrposes, native soil
19 material is available to be used for backfill, structural fill and site berming. Contractor is to
20 include in his bid additional imported material to complete all site grading work.
21
22 PART 3 - EXECUTION
23
24 EXCAVATION .
25
26 Excavation Classifications: The following classifications of excavation will be made when rock
27 excavation is encountered in work:
28
29 Earth Excavation includes excavation of pavements and other obstructions visible on
30 ground surtace; underground structures, utilities and other items indicated to be
31 demolished and removed; together with earth and other materials encountered that are
32 not classified as rock or unauthorized excavation.
33
34 Rock excavation in trenches and pits includes removal and disposal of materials and
35 obstructions encountered which cannot be excavated with a cubic yard (heaped)
36 capacity, 42" wide bucket on track-mounted power excavator equivalent to Caterpillar
37 Model 215, rated at not less than 90HP flywheel power and 30,000 Ib. drawbar pull.
38 Trenches in excess of 10'-0" in width-and pits in excess of 30'-0" in either length or width
39 are classified as open excavation.
40
41 Rock excavation in open excavations includes removal and disposal of materials and
42 obstructions encountered which cannot be dislodged and excavated with modern track-
43 mounted. heavy-duty excavating equipment without drilling, blasting or ripping. Rock
44 excavation equipment is defined as Caterpillar Model No. 973 or No. 977K, or equivalent
45 track-mounted loader, rated at not less than 170HP flywheel poser and developing 40,000
46 Ib. break-out force (measured in accordance with SAE J732C).
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A) .
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 PaQe 4
1 Typical of materials classified as rock are boulders 1/2 cu. yd. or more in volume, solid 2 rock, rock in ledges, and rock-hard cementitious aggregate deposits.
3 .
4 Intermittent drilling, blasting or ripping performed to increase production and not ;
5 necessary to permit excavation of material encountered will be classified as earth
6 excavation.
7
8 Do not perform rock excavation work until material to be excavated has been cross-
9 sectioned and classified by Architect/Engineer. Such excavation will be paid on basis ,
10 of contract conditions relative to changes in work. .
11
12 Rock payment lines are limited to the following:
13 ~
14 Two feet outside of concrete work for which forms are required, except footings:
15 - 16 One foot outside perimeter of footings. 17 , .
18 In pipe trenches, 6" below invert elevation of pipe and 2 ft. wider than inside diameter of
19 pipe, but not less than 3 ft. minimum trench width. 20 21 Under slabs on grade, 6" below bottom of concrete slab.
22
23 Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations '
24 or dimensions without specific direction of Architect/Engineer. Unauthorized excavation, as well
25 as remedial work directed by Architect/Engineer, shall be a Contractor's expense. ,
26 ~
27 Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending
28 indicated bottom elevation of footing or base to excavation bottom, without altering required top -
29 elevation. ~
30 ; 31 Elsewhere, backfill and compact unauthorized excavations 'as specified for authorized
32 excavations of same classification, unless otherwise directed by Architect/Engineer. i
33
34 Additional Excavation: When excavation has reached required sub-grade elevations, notify
35 Architect/Structural Engineer who will make an inspection of conditions. ,36 ,
37 If unsuitable bearing materials are encountered at required sub-grade elevations, carry
38 excavations deeper and replace excavated material as directed by Architect/Engineer. . ,
39
40 Removal of unsuitable material and its replacement as directed will be paid on basis of
41 conditions relative to changes in work. ;
42 . ,
43 Stability of Excavations: Slope sides of excavations to comply with local and State of
44 Washington codes and ordinances having jurisdiction. Shore and brace where sloping is not
45 possible because of space restrictions or stability of material excavated. Comply with all trench
46 ' safety requirements of Chapter 49.17 RCW.
i VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paae 5
1 Maintain sides and slopes of excavations in safe condition until completion of backfilling. .
2
3 Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights,
4 stringers and cross•braces, in good serviceable condition.
5 -
6 Establish requirements for trench shoring and bracing to comply with local codes and authorities
7 having jurisdiction.
8
9 Maintain shoring and bracing in excavations regardless of time period excavations will be open.
10 Carry down shoring and bracing as excavation progresses.
11
12 Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations
. 13 and from flooding project site and surrounding area.
14
15 Do not allow water to accumulate in excavations. Remove water to prevent softening of
16. foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades
17 and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines,
18 and other dewatering system components necessary to convey water away from excavations.
19 20 Establish and maintain temporary drainage ditches and other diversions outside excavation limits
. 21 to convey rain water and water removed from excavations to collecting or run-off areas. Do not
22 use trench excavations as temporary drainage ditches.
23 24 Material Storage: Stockpile satisfactory excavated materials where directed, refer to Site Plan,
25 until required for backfill or fill. Place, grade and shape stockpiles for proper drainage.
26 27 Locate and retain soil materials away from edge of excavations. Do- not store within drip line of
28 trees indicated to remain. 29 30 Dispose of excess soil material and waste materials as herein specified.
31 .
32 Excavation for Structures: Conform to elevations and dimensions shown within a tolerance of
33 plus or minus 0.10, and extending a sufficient distance from footings and foundations to permit
34 placing and removal of concrete formwork, installation of services, other construction, and for
35 inspection. -
36
37 In excavating for footings and foundations, take care not to disturb bottom of excavation.
38 Excavate by hand to final grade just before concrete reinforcement is placed. Trim bottoms to
39 required lines and grades to leave solid base to receive other work. _
40
41 Excavation for Pavements: Cut surface under pavements to comply with cross-sections,
42 elevations and grades as shown.
43
44 Excavation for Trenches: Dig trenches to the uniform width required for particular item to be
45 installed, sufficiently wide to provide ample working room. Provide 6" to 9" clearance on both
46 sides of utility ductbank, pipes or conduits.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paae 6 ,
1 Excavate trenches to depth indicated or required. Carry depth of trenches for piping to establish
2 indicated flow lines and invert elevations. 6eyond building perimeter, keep bottoms of trenches
3 sufficiently below finish grade to avoid freeze-ups.
:
4
5 Where rock is encountered, carry excavation 6" below required elevation and backfill with a 6" '
6 layer of crushed stone or gravel prior to installation of pipe.
7 8 Grade bottoms of trenches as indicated, notching under pipe bells to provide solid bearing for
9 entire body of pipe.
10 .
11 Do not backfill trenches until tests and inspections have been made and backfilling authorized .
12 by Architect/Engineer.
13 14 After installation and testing of piping or conduit, provide minimum 4" thick encasement (sides, _
15 top, and base) of concrete prior to backfilling.
16 17 Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric 18 temperature is less than 35 deg. F(1 deg. C)
19
20 COMPACTION 21 22 General: Control soil compaction during construction providing minimum percentage of density
23 specified for each area classification as indicated below. ~24
25 Percentage of Maximum Density Requirements: Compact soils to not less than the following
26 percentages of maximum density for soils which exhibit a well defined moisture density
27 relationship (cohesive soils) determined in accordance with ASTM D 1557 (modified proctor).
28
29 Underground mechanical and site utilites trenches shall be compacted with mechanical 30 tampers prior to placing utilities. Refer to Division 15 for additional requirements. '
31
32 Structures, Pad and Strip, Footings, Building Slabs and Steps, Pavements: Compact top ,
33 12" of subgrade and each layer of backfill or fill material at 95% maximum density for '
34 cohesive material.
35 '
36 Lawn or Unpaved Areas: Compact top 6" of subgrade and each layer of backfill or fill 37 material at 85% maximum density for cohesive soils and 90% relative density for
38 cohesionless soils. 39
40 Walkways: Compact top 6" of subgrade and each layer of backfill or fill material at 95%
41 maximum density for cohesive material.
42 ,
43 Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before
44 compaction, uniformly apply water to surface of subgrade, or layer of soil material to prevent free
45 water appearing on surface during or subsequent to compaction operations. :
46 -
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR•A (4A)
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paae 7
1 Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to 2 specified density.
3
4 Soil material that has been removed because it is too wet to permit compaction may be
- 5 stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or
6 pulverizing until moisture content is reduced to a satisfactory value.
7 .
- 8 BACKFILL AND FILL 9 , 10 General: Place acceptable fill and subgrade materials in layers to required subgrade elevations,
11 for each area classification listed betow.
12 .
13 In excavations, use satisfactory excavated subgrade or borrow material.
14
15 Under grassed areas, use satisfactory excavated subgrade or borrow material.
16 .
17 Under walks, use subgrade material, or satisfactory excavated or borrow material, or
18 combination of both.
19
20 Under pavement, use subbase material.
21
22 Under steps use subgrade material.
23
24 Under building slabs use subbase material. 25 .
26 Placement and Compaction: Place backfill and fill materials in layers not more than 8" in loose
27 depth for material compacted by heavy compaction equipment, and not more than 4" in loose 28 depth for material compacted by hand operated tampers.
29
30 Before compaction, moisten or aerate each layer as necessary to provide optimum moisture
31 content. Compact each layer to required percentage of maximum dry density or relative dry
32 density for each area classification. Do not place backfill or fill material on surfaces that are
33 muddy, frozen, or contain frost or ice.
34
35 Place backfill and fill materials evenly adjacent to structures, piping or conduit to required
36 elevations. Take care to prevent wedging action of backfill against structures or displacement
37 of piping or conduit by carrying material uniformly around structure, piping or conduit to
38 approximately same elevation in each lift. 39
40 SETTLING
41 42 Where settling is measurabte or observable at excavated areas during general project warranty
43 period, remove surface (pavement, lawn or other finish), add backfill material, compact, and
44 replace surface treatment. Restore appearance, quality, and condition of surface or finish to
45 match adjacent work, and eliminate evidence of restoration to greatest extent possible.
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A) GROUP HEALTH NORTHWEST EARTHWORK ,
Tan Bovle Hevamoto Architects Section 02200 PaQe 8
1 DISPOSAL OF EXCESS AND WASTE MATERIALS
2 3 Removal to Designated Areas on Owner's Property: Transport acceptable excess excavated ;4 material to designated soil storage areas on Owner's property. Stockpile soil or spread as _5 directed by Architect/Engineer. Remove from site all excess materials.
6
7 Transport unacceptable excavated material to legal landfill. '
8 .
9 Removal from Owner's Property: Remove trash and debris, and dispose of it off Owner's 10 property at legal landfill. .
11 12 END OF SECTION 02200
~
'VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST ASPHALT CONCRETE PAVING
Tan Bovle Hevamoto Architects Section 02513 Pa4e 1
SECTION 02513 - ASPHALT CONCRETE PAVING
2
3 PART 1 - GENERAL
4
5 DESCRIPTION OF WORK:
6
7 Extent of asphalt concrete paving work is shown on drawings and also consists of patch and
8 repair work.
9
10 Prepared aggregate subbase is specified in Earthwork sections. 11
12 SUBMITTALS: 13 .
14 Material Certificates: Provide copies of materials certificates signed by material producer and
15 Contractor, certifying that each material item complies with, or exceeds, specified requirements.
16
17SITE CONDITIONS:
18
19 Weather Limitations: Apply prime and tack coats, when ambient temperature is above 50 deg
20 F(10 deg C), and when temperature has not been below 35 deg F(1 deg C) for 12 hours
21 immediately prior to application. Do not apply when base is wet or contains an excess of
22 moisture.
23 24 Construct asphalt concrete surface course when atmospheric temperature is above 40 deg F(4
25 deg C), and when base is dry. Base course may be placed when air temperature is above 30
26 deg F(-1 deg C) and rising. 27 .
28 Grade Control: Establish and maintain required lines and elevations.
29 -
30 PART 2 - PRODUCTS
31
32 MATERIALS: 33
34 General: Use locally available materials and gradations which exhibit a satisfactory record of
35 previous installations.
36
37 Base Course Aggregate: Sound, angular crushed stone, crushed gravel, or crushed slab, sand,
38 stone or slag screenings. Refer to Earthwork Section 02200.
39
40 Parking and Approaches: Class B asphaltic concrete, conforming to specifications of Asphalt
41 Paving Association of Washington, Inc., Bulletin No. 3, 1971 Edition (revised). Thickness: two
42 inches (2") after all rolling except where noted othennrise on Drawings.
43 Herbicide Treatment: Commercial chemical for week control, registered by Environmental
44 Protection Agency. Provide granular, liquid, or wettable powder form.
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST _ ASPHALT CONCRETE PAVI.NG .
Tan Bovle Hevamoto Architects Section 02513 PaQe 2
1 PART 3 - EXECUTION 2
3 SURFACE PREPARATION: - 4 ~
5 Proof roll prepared subbase surface to check for unstable areas and areas requiring additional
6 compaction. - 7 .
8 Herbicide Treatment: Apply chemical weed control agent in strict compliance with
9 manufacturer's recommended dosages and application instructions. Apply to compacted, dry
10 subbase prior to application of prime coat. Do not aqplv within root zone of existinq trees or 11 landscaDed areas. 12
13 After completion of sterilizing operations, place the specified mineral aggregate base material
14 over all areas to be paved. Place aggregate at lower level, sufficient to attain finish grades at
15 asphaltic paving surface. 16 17 Wet and compact the base material, using only the amount of water needed to secure optimum '
18 moisture content and a compaction of 95% (D1557, Modified Procter). _
19 ~
20 PLACING MIX: 21
22 General: Place asphalt concrete mixture on prepared surface, spread and strike-off. Spread ,
23 mixture at minimum temperature of 225 deg F(107 deg C). Place each course to required
24 grade, cross-section, and compacted thickness.
25 ~
26 Joints. Make joints between old and new pavements, or between successive days' work to ,
27 ensure continuous bond between adjoining work. Construct joints to have same texture, density
28 and smoothness as other sections of asphalt concrete course. Clean contact surfaces and apply
29 tack coat . . 30
31 ROLLING: . .
32 33 General: Begin rolling when mixture will bear roller weight without excessive displacement. 34
35 Compact miuture with hot hand tampers or vibrating plate compactors in areas inaccessible to 36 rollers. -
37 _
38 Breakdown Rolling: Accomplish breakdown or initial rolling immediately following rolling of joints '
39 and outside edge. Check surface after breakdown rolling, and repair displaced areas by -
40 loosening and filling, if required, with hot material.
41 ' 42 Second Rolling: Follow breakdown as soon as possible, while mixture is still hot. Continue
43 second rolling until mixture has been thoroughly compacted.
44 45 Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller
46 marks. Continue rolling until roller marks are eliminated and course has attained maximum
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST ASPHALT CONCRETE PAViNG
, Tan Bovle Hevamoto Architects Section 02513 Pa4e 3
. : 1 density.
_ 2
3 Patching: Remove and replace paving areas shown on the Drawings and areas mixed with
4 foreign materials and defective areas. Cut-out such areas and fill with fresh, hot asphalt
. 5 concrete. Compact by rolling to maximum surface density and smoothness. 6
7 Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and
8 hardened.
9 10 FIELD QUALITY CONTROL:
11
12 Thickness: In-place compacted thickness will not be acceptable if exceeding following allowable
13 variation from required thickness:
14
15 Base Course: 1/2" plus or minus 16 17 Surface Course: 1/4" plus or minus
18 19 Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness,
20 using 10' straightedge applied parallel with, and at right angles to centerline of paved area.
21 Surfaces will not be acceptable if exceeding the following tolerances for smoothness:
22
23 Base Course Surface: 1/4" .
24 .
25 . Wearing Course Surface: 3/16"
26
27 Traffic and Lane Markings: Apply 2 coats of chlorinated rubber-alkyd type parking lane and
28 traffic directional arrow marking paint over cleaned paving surface. Color: Yellow. .
29
30
31 END OF SECTION 02513
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CURBS
Tan Bovle Hevamoto Architects Section 02620 Paqe 1
~ SECTION 02620 - CURBS
2
3 PART 1 - GENERAL
4
5 DESCRIPTION:
6
7 Curbs required for this work are indicated on the Drawings. Provide excavation, formwork,
8 concrete, form removal and clean-up.
9
10 Codes and Standards: Comply with Spokane County current standards for all curbs, curb cuts,
11 and drive approaches.
12 13 PART 2- PRODUCTS
14
15 FORM MATERIALS:
16
17Forms shall be industry standard prefabricated, with wood or steel side walls. Wood shall be
18 "Plyform" Class I or II or pouglas Fir and Larch number two grade, seasoned S4S.
19
20 CONCRETE:
21
22 Refer to Section 03310 Concrete Work.
23
24 EXPANSION JOINTS:
25
26 Provide standard asphalt type meeting ASTM D994 or other joint approved by the Architect. .
27 Locate expansion joint opposite to and aligned with concrete walk expansion joint locations.
28
29 PART 3 • EXECUTION
30
31 SURFACE CONDITIONS: 32 33 Inspections: Prior to all work of this Section, inspect work of other trades to verify that such work
34 is complete to a point where curb installa-tion may properly commence.
35
36 PREPARATION:
37
38 Where new curbs adjoin existing curbs, sawcut for neat abutment.
39
40 EXCAVATION:
41
42 Excavate to appropriate depths. Compact soil bearing where voids or soft spots are revealed
43 or where mechanical excavation removes soil in excess of required depth.
44
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CURBS
Tan Bovle Hevamoto Architects Section 02620 PaQe 2
1 CONSTRUCTION OF FORMS:
2
3 General: Construct all required forms to be substantial, sufficiently tight to prevent leakage of ,
4 mortar. 5
6 Layout: Form for all required curbs to the shapes, sizes, lines and dimensions indicated on the
7 Drawings. '
8 9 Wetting: Keep wood forms sufficiently wet to prevent joints spreading or rapid surface hydration
10 of concrete.
11 . '
12 Expansion Joints: Place expansion joints at a maximum 15'-0" or closer and locate
13 coordinate with walk expansion joints as indicated on the Drawings. ,
14 15 FINISH TOLERANCES:
16
17 Finish all curbs to plus or minus 0.05 feet at any point from line and grade shown on drawings. -
18
19 REMOVAL OF FORMS: 20 21 Remove forms after sufficient setting time depending on temperature and weather conditions.
22 Timing of form removal shall be the responsibility of the Contractor to obtain best finishing ;
23 results. ,
24 - -
' 25 FINISH: -
26 ~
27 Voids shall be filled by rubber floating or other approved method at exposed surfaces. Finish
28 to be hair brushed at exposed surfaces. ,
29 .
30 BACKFI LL: '
31 _
32 Backfill to replace materials removed for curb placement. Compact to 95% maximum density. ;
33
34
35 END OF SECTION 02620
. ;
VERADALE HEALTH CARE CENTER - BlD PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST WALKS
Tan Bovle Hevamoto Architects Section 02630 Paqe 1
1 SECTION 02630 - WALKS .
2 . .
3 PART 1 • GENERAL
4
5 DESCRIPTION OF WORK
6 . 7 Work Included: Exterior walks and stabs required for this work are indi-cated on the Drawings.
8 Provide surface preparation, concrete formwork, form removal and clean-up.
9.
10 QUALITY ASSURANCE
11 .
12 Codes and Standards: Comply with Spokane County current standards.
13
14 Protection: Use all means necessary to protect walk and slab materials before, during and after
15 installation. Protect the instalied work and materials of ail other trades.
16 .
17 Replacements: In the event of damage, repair or repiace walks and slabs to the satisfaction of
18 the Architect at no additionai cost to the Owner.
19
20 PART 2 • PRODUCTS 21
22 FORM MATERIALS .
23
24 Provide wood edge forms, Douglas Fir and Larch, number two grade minimum, seasoned, S4S.
25
26 CONCRETE . 27 -
28 Refer to Section 03310 Concrete Work.
29
30 EXPANSION JOINTS
31
32 Provide asphait meeting ASTM D994 or rubber type, 1/2" thick. Verify and comply with Spokane
33 County requirements.
34
35 CURING COMPOUND
36 37 Provide Sonneborn 0800 Cure-N•Seal, two-coat application.
38
39 PART 3 - EXECUTION
40 41 SURFACE CONDITIONS
42
43 Inspection: Prior to all work of this Section, inspect work of other trades to verify that such work
44 is complete to a point where walk and siab instailation may properly commence.
45 46 Verify that walks and slabs may be placed in accordance with the original design.
47
48
r tIERADALE HEALTH CARE CENTER - BID PACKAGE hlO. FOUR-A (4A)
GROUP HEALTH NORTWINEST WA,LKS
Tan Bovle Hevamo#o Architects 5ectivn 02630 F'aqe 2 '
-
1 SURFACE PREPARATION
2 -
3 Prepare soi1s fvr pouring of concrete. Provide minor excavation and hand preparativn required
4 for a uniformpaur bed. Remave alI organic materials, fill aIE vvids, cornpac# sait spats and other
5 soils disturbed by excavation to 95% maximurn soil density. Dampen soil to 100% rnaxirnum
fi rnvisture content. : 7
8 LAYOUT
,10 Form for stl required walks and s1abs to shapes, sizes, lines and dimen-sians indicated on the
11 Drawings. Lay out in accordance with lines and ele-vstians established by suruey data.
12
13 E)CPANSION JOINTS -
14 -
,
15 Place expansiori joints as shown an Drawings, or at a maxRmum 15,-D" o.c. or closer to ;
16 coordinate with curb expansiort joints which may be shown on #he Drawings. _
17
18 FINISH TOLERANCES
19
20 Finish all walks anti slabs to plus or minus 0.05 feet at any paint fram line and grade shown on ,
21 #he Qrawings. .
22
23 ATTACHMENT TO FOUNDAT~ON
24 i ,
25 Whatever new waIks abut foundations at doorways, drill and davxrel rnta foundatian vuith #5's x ~
26 12 " at 8 " 0. c-
27
28 SLOPE . ' 29 30 Slope walks ta drain as shawn on the Drawings. V'Valks less than 8'-0" side shall be slaped at
31 1 f4" per foot in the width d{rection of the walk. SJope all walks tv drain away frvrn the building, ;
32 . .
33 FfNISH ,
34 35 After striking-off and consal#dating concfete, smaath surface by screed€ng and #foating. Adjust
36 floating to compacl surface and prvduce unifarm #exture. After fIvatQng test surtace for trueness
37 with a 14' straightedge, Distribute cancrete as required ta rernoue surface irregularities, and '
38 refloat repaired areas to provide a continuous smooth #inrsh. . --39 ,
40 Broorn finish by drawing a fine-hair brovm across concrete surface, perpen-dicufar to line of , 41 traffic. Repeat operstian if required to provide afine line texture.
42 -
43 CURING
44
45 ApplY curing cornpaund in strict accordance wilh manufacturer's recommenda-tions.
46
47 . 48 Eh?D OF SECTION 02630
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST LANDSCAPE IRRIGATION , Tan BoVle Hevamoto - Section 02811 Paoe 1
1 SECTION 02811 - LANDSCAPE IRRIGATION 2
3 PART 1 • GENERAL
4
' S GENERAL
6 7 Pipe and fittings, valves, sprinkler heads and accessories.
8
9 Control system.
10
11 RELATED SECTIONS 12
13 Section 02225 - Trenching: Excavating and backfilling for irrigation piping. 14
15 Section 02923 - Landscape Grading.
16
17 Section 16123 - Wire and Cable. 18
19 Section 16180 - Equipment Wiring Systems: Power supply connections.
20
21 REFERENCES
22
23 ANSI/ASTM D2564 - Solvent Cement for Poly (Vinyl Chloride) (PVC) Plastic Pipe and Fittings.
24
25 ASTM A589 - Galvanized Steel Pipe.
26
27 ASTM D2241 - Poly (Vinyl Chloride) .(PVC) Plastic Pipe (SDR-PR).
28 .
29 FS O-F-506 - Flux, Soldering; Paste and Liquid.
30 31 NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum). 32
33 SYSTEM DESCRIPTION 34 . 35 Electric solenoid controlled underground irrigation system, with pressure blow-out drain.
36
37 Source Power: 120 volt.
38
39 Low Voltage Controls: 24 volt.
40
41 PROJECT RECORD DOCUMENTS 42
43 Submit under provisions of Section 01700.
44
45 Record actual locations of all concealed components.
46
47
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A) GROUP HEALTH NORTHWEST LANDSCAPE IRRIGATION
Tan Bovle Hevamoto Section 02811 Paae 2 ~
1 OPERATION AND MAINTENANCE DATA '
2 ~
3 Submit under provisions of Section 01700.
4 5 Provide instructions for operation and maintenance of system and controls, seasonal activation
6 and shutdown, and manufacturer's parts catalog.
7 - 8 Provide schedule indicating length of time each valve is required to be open to provide a 9 determined amount of water.
10
11 QUALIFICATIONS '
12
13 Manufacturer: Company specializing in manufacturing the products specified in this section with ,
14 minimum 5 years documented experience. 15 ' 16 Installer: Company specializing in performing the work of this section with minimum 2 years
17 documented experience. .
18 --19 REGULATORY REQUIREMENTS _
20 . '
21 Conform to applicable code for piping and component requirements. 22 '
23 Provide certificate of compliance from authority having jurisdiction indicating approval of products 24 in system. _
25 26 COORDINATION 27 28 Coordinate work under provisions of Section 01039.
29
30 Coordinate the work with site backfilling, landscape grading and delivery of plant life.
31
32 EXTRA MATERIALS
33 ~
34 Furnish extra components under provisions of Section 01700: -35
36 Two (2) valve keys for manual valves. .
37 Two (2) wrenches for each type head core and for removing and installing each type 38 head.
39
40 PART 2 - PRODUCTS
41 .
42 PIPE MATERIALS 43 -44 PVC Pipe: ASTM D2411; 200 psi pressure rated upstream from controls, 160 psi downstream;
45 solvent welded sockets. 46 47 Galvanized Steel Pipe: ASTM A120, Schedule 40, where indicated on drawings.
. VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST LANDSCAPE IRRIGATION
Tan Bovle Hevamoto Section 02811 Paqe 3
~1 Fittings: Type and style of connectioto match pipe. ' 2 3 Solvent Cement: ANSI/ASTM D2564 for PVC pipe and fittings.
4
5 Sleeve Material: PVC Pipe, ASTM D2411; 200 psi.
6
- 7 OUTLETS
8
- 9 Manufacturers: 10
11 Rain Bird, Series 1800.
12 Hunter, Model PGP.
13 14 Rotary Type Sprinkler Head: Pop-up type with screens; fully adjustable for flow and pressure;
15 size as indicated; with adjustable arc and nozzle size as indicated.
16 17 Spray Type Sprinkler Head: Pop-Up head with arc as indicated and/or required.
18
19 Quick Coupler: Rain Bird 44RC.
20
21 VALVES. 22
23 Manufacturers: -
24
25 Rain Bird, 100-PEB & 100-PEB-PRS•B Series. . 26 .
27 Backflow Preventers: By Mechanical Contractor.
28 29 Valve Box and Cover: Ametek or Carson standard Structural Plastic.
30
31 CONTROLS
32
33 Manufacturers:
34
, 35 Rain Bird, Models RC-4Bi & RG-1260 Bi.
36
37 Controller: Automatic controller, motor driven timer with relay switches, programmable for 14
38 days in 2 minute increments, with automatic start and shutdown.
39 -
40 Controller Housing: NEMA 250 Type 3R; weatherproof, with lockable access door.
41
42 Valves: Electric Solenoid normally closed; wiring, including required fittings and accessories.
43
44 Wire Conductors: Type UF, UL approved for direct burial, solid copper, sized to Rain Bird wire
45 size recommendations with minimum size # 14 and with hot wire red or black, common wire
46 white, and spare wire orange. Color coded.
47 '
11ERADALE HEALTH CARE CENTER - BIQ PACKAGE NO. FOUR-A (4A)
CROUIP HEALTH hfORTHINEST LANDSCAPE IRRIGATIDN
Tan Bovle Hevamoto SeGtFOn 02811 Pape 4 ~ 1 PART 3 - EJ{ECUTION ,
2 ~3 -
4 ECANIINATION --5 ~
6 11erE#y site cond~#ians under provisions of Sectivn 01039. 7
B 1Jerify foca#ion of existing utilities. !
9 10 1lerify that requfred utili#ies are available, 'rn prapar iacation, and ready for use.
11 i
12 PREPARATION 13
14 Piping layout indicated is diagrammatic only. Route piping to avvid plants, ground caver, and
15 structures.
iG .
17 Layvut and stake Iocations of systern cvmpanents.
18
19 Review layout requirernents with other affected work. Canrdinate locations ot sleeves under
20 pavang to accomrnodate system. ~ .
21 22 TRENCHING
23
24 Tfench and baCkfill in accordanCe with Section 02225. ,25
26 Trench Size: - ,
27
; 28 Minimurn width; 6 incher>. -
29 Minimum Cover Over Installed Presstrre Piping: 18 inches.
30 Minimum Cover Over Installed Circuit Piping: 12 inches.
,
31
32 Trench to accommodate grade changes.
33
34 Alfaintain #renches free of debris, rnaterial, or obstructions that may darnage pipe.
35
36 I h~STA LLATION
37 38 Instalf pipe, valves, controls, and outiets in accordance with rnaraufacturer's instructians.
39
40 Cvnnec# to utilities.
41 -
42 install outlets on swing joints. Use galvanized steel swing-jaints for quick coupler valves, 43 install valves in vafve boxes. .
44
Set vutlets and box covers at finish grade efevatfvns,
46
47 Prarride for therrnal rnovemerit of componen#s Rn sys#em.
1 VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST LANDSCAPE IRRIGATION
Tan Bovle Hevamoto Section 02811 Paqe 5
1 Use threaded nipples for risers to each outlet.
2 _
- 3 Install control wiring in accordance with Section 16123. Provide 10 inch (250 mm) expansion
4 coil at each valve to which controls are connected, and at 100 ft (30 m) intervals. Bury wire
5 beside main line pipe. Wire shall be continuous without splices except at valve boxes.
6 7 After piping is installed, but before outlets are installed and backfilling commences, open valves
8 and flush system with full head of water.
9
10 FIELD QUALITY CONTROL
11 12 Field inspection and testing will be performed under provisions of Section 01400.
13 -
14 Prior to backfilling, test main line for leakage to maintain 100 psi ( 690 kPa) pressure for one
15 hour.
16 17 System is acceptable if no leakage or loss of pressure occurs during test period.
18'
19 BACKFILLING '
20
21 Provide with 2 inch snad on sides and bottom, 4 inch sand cover over piping. Backfill trench
22 and compact to subgrade elevation as specified in Section 02225. Protect piping from
23 displacement.
24 .
25 INSTALLER'S FIELD SERVICES
26
27 Prepare and start systems under provisions of Section 01600.
28
29 Provide one complete spring start-up and a fall shutdown.
30
31 ADJUSTING
32 33 Adjust work under provisions of Section 01650. 34
35 Adjust control system to achieve time cycles required
36
37 Adjust head types for full water coverage as directed.
38
39 DEMONSTRATION
40
41 Provide system demonstration under provisions of Section 01670. 42 43 Instruct Owner's personnel in operation and maintenance of system, including adjusting of
44 sprinkler heads. * Use operation and maintenance material as basis for demonstration.
45
46
47 END OF SECTION
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SODDING
Tan Bovle Hevamoto Section 02938 Paae 1
1 SECTION 02938 • SODDING
2 .
3 PART 1 - GENERAL
4
5 GENERAL
6 7 Fertilizing.
8 9 Sod installation.
10 11 Maintenance.
12
13 RELATED SECTIONS
14
15 Section 02223 - Backfilling: Rough grading of site.
16 17 Section 02225 - Trenching: Rough grading over cut. 18 19 Section 02811 - Landscape Irrigation.
20
21 Section 02950 - Trees, Plants, and Ground Cover.
22 23 REFERENCES
24
25 ASPA (American Sod Producers Association) - Guideline Specifications to Sodding. 26
27 FS O-F-241 - Fertilizers, Mixed, Commercial.
28 29 DEFINITIONS
30 31 Weeds: Includes Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass,
32 Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak,
33 Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison ivy, Nut Sedge, Nimble Will, 34 Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass.
35
36 MAINTENANCE DATA
37
38 Submit under provisions of Section 01700.
39 -
40 Operation Data: Submit for continuing Owner maintenance.
41
42 Maintenance Data: Include maintenance instructions, cutting method and maximum grass
43 height; types, application frequency, and recommended coverage of fertilizer.
44
45 QUALITY ASSURANCE
46
47 Sod: Minimum age of 24 months, with root development that will support its own weight without
VERADALE HEALTH CARE CENTER -.BID PACKAGE NO. FOUR-,4 (4A) --CRDUP HEALTH NORfiH1NEST 50DDING
Tan 8ovle Hevarnota Section 02938 Pape 2 '
I leating, when suspended vertically by halding the upper two corners, ;-'2
3Submit sod certificatian for grass species and location o# sod source. -
4 I
5 QUALIFICATiONS B J
rSod Prodercer: Cornpany specializing in sod production and harvesting with minirnurn five years
8 experEence, and certified by the State of UVashingtvn or Jdaho. 9
10 Installer; Cvmpany appraved by the sad prvducer. ~
12 REGUL►4TC]RY REQL1rREMENTS 13 _
14 Cornply with regulatory agencies for fertilizer and herbicide cornpositron. ~
15 - - 15 Provide certificate of corrlpliance from authority having jurisdiction indicating approval of fertilizer _
17 and herbiCide rnixture.
18
~ 19 DELIVEWY. STORAGE. AND HANDLING -
20 ; 21 aeliver, store, pro#ect and handle products tn site urtder provisions o# Section 01600. . -22 - 23 Deliver Sad on pallets in roIls. Protec# exposed rvots trorn dehydra#ion. .
24
25 Da not deliver rnore sod than can be Iaid within 24 hours.
26
27 +COORDINATION . ~
28
29 Covrdinate work under provisions of Section 01039. --30
31 CoOrdinate with installation af underground Sprrnkfer system piping -and watering heads.
32 33 MAINTENANCE SERIIICE '
34
35 Maintain sodded areas imrnediatery a##er placement un#il grass is well es#ablished and exhibits
36 a vigorous grawing conditEOn for tv+vra Cuttings ar until date vf Final ACCeptance, vtirhich ever is
37 longer. -
38
39 - PART 2 - PRODIJCTS
40
'
41 N1ATER1ALS 42
43 Sod: ASPA Certified fiefd grvwn grade; cultiuated grass sod; type indicated `€n plant schedule -
44 below rnrith strong fibrous root system, free of stones: burned ar bare spots.
45 - -
46 Kentucky Blue Grass and its Cultwars 100 percent.
47
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SODDING
Tan Bovle Hevamoto Section 02938 Paqe 3
1 Topsoil: Fertile, agricuttural soil, typical for locality, capable of sustaining vigorous plant growth,
2. taken from drained site; free of subsoil, clay, or impurities, plants, weeds and roots; pH value
3 of minimum 5.4 and maximum 7.0. 4
5 Topsoil stripped from site and stockpiled on-site may be used.
6
7 Fertilizer: FS 0-F-241, recommended for grass, with fifty percent of the elements derived from
8 organic sources; of proportion necessary to eliminate any deficiencies of topsoil, to the following
9 minimum proportions: nitrogen 20 percent, phosphoric acid 2 percent, soluble potash 4 percent.
10
11 Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of
12 grass.
13 14 ACCESSORIES 15
16 Edging: Galvanized steel Plastic: Edge King Black Vinyl. Wood: Fir/Larch pressure treated for
17 direct ground contact.
18-
19 HARVESTING SOD
20
21 Machine cut sod and load on pallets in accordance with ASPA Guidelines .
22
23 Cut sod with minimum 1 inch and maximum 1-1 /2 inch topsoil base.
24
25 TESTS .
26
27 Provide analysis of topsoil fill under provisions of Section 01400. 01410.
28 -
29 Analyze to ascertain percentage of nitrogen, phosphorus, potash, organic matter content, and
30 pH value.
31
32 Testing is not required if recent tests are available for imported topsoil. Submit these test results
33 to the testing laboratory for approval. Indicate, -by test results, information necessary to
34 determine suitability. 35
36 PART 3 - EXECUTION
37
38 EXAMINATION
- 39 40 Verify that prepared soil base is ready to receive the work of this section.
41 '
42 PREPARATION OF SUBSOIL
43
44 Prepare sub-soil and eliminate uneven areas and low spots.
45
46 Maintain lines, levels, profiles and contours. Make changes in grade gradual. Blend slopes into
47 level areas.
VERAQALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
CROUP HEALTH NORTHV11E5T SODDING
Tan Bavfe Heuamoto Sectiarr 02938 ~ Pade 4 -
1 Remove fareign rnaterrals and undesirable plants and the€r roots. Do not bury foreign material i 2beneath areas to be sadded. .
3
4 Remove cvntaminated subsoil.
5 ,6 Scariiy sub-soil to a depth of 4 inches where topsoil is to be placed.
7
~
8 Repeat cultivat3arr in areas where equipment, used for hauling and spreading tapsail, has ,
9 campacted subsoil. - 10
11 PL.ACING fiOPSOlL
12 13 Spread -topsoil to a minimum depth of 4 inches over area to be sodded.
.
14
15 Place tvpsoil during dry weather and on dry unfrozen subgrade. 16
17 Remove vegetable rnatter and foreign non-arganic ma#erial frorn tapsotl wriile spreading.
18 ; 19 Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage.
' 20
' 21 Install edging a,# periphery of sodded areas in sira€ght iines to cons€stent dep#h. ,
22 -
23 FERTILIZING ,
24
25 Apply fertilizer at a rate of 5 IbS. per 1,000 SF ar as per manufacturer's recammendations.
26 ,
27 Apply after smaath raking a# tvpsQiE and priar to installation of sod.
28 -
29 Apply fertilizer no more than 48 haurs before 4aying sod,
30 31 Mix thoraughly into upper 2 inches of tapsoil. -
32
33 Lightly water to aid the ~issipation o# fertilizer,
34
35 LAYIhl C SO D
36 '
37 Moisten prepared surface immediately prior to laying sod. ~
38
39 Lay sod imrrtedEately after delivery to si#e and within 24 hours after harvesting to prevent '
40 deterivration. i
41 42 Lay svd tight with no opere joints visible, and no overlapping: stagger end joinis 12 inches
43 rr►inimur'r'M, Do nvt stretch vr overlap svd pieces. ~
44 - -
45 Lay srnao#h. Align with adjvinjng grass areas.
46
47 Place top elevat3~n of sod 1/2 inch below adjoinirrg edging, paving, curbs, e#c. -
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST SODDING
Tan Bovle Hevamoto Section 02938 Paae 5
1 Water sodded areas immediately after installation. Saturate sod to 4 inches of soil. .
2
3 After sod and soil have dried, roll sodded areas to ensure good bond between sod and soil and
4 to remove minor depressions and irregularities.
5 6 MAINTENANCE
7
8 Mow grass at regular intervals to maintain at a maximum height of 2-1/2 inches. Do not cut
9 more than 1/3 of grass blade at any one mowing.
10
11 Neatly trim edges and hand clip where necessary.
12
13 Immediately remove clippings after mowing and trimming. 14
15 Water to prevent grass and soil from drying out.
16 17 Roll surface to remove irregularities. 18 .
19 Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions.
20 Remedy damage resulting from improper use of herbicides.
21 22 Immediately replace sod in areas which show deterioration or bare spots.
23
24 Protect sodded areas with warning signs during maintenance period.
25 26 27 . END OF SECTION
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A) .
GROUP HEALTH NORTHWEST TREES PLANTS AND GROUND COVER
Tan BoVle Hevamoto Section 02950 Paqe 1
1 SECTION 02950 - TREES, PLANTS, AND GROUND COVER
2.
3 PART 1 - GENERAL
4
5 GENERAL
6
7 Preparation of subsoil and topsoil.
8
9 Topsoil bedding.
10
11 New trees, plants, and ground cover. 12
13 Mulch and fertilizer. 14 -
15 Maintenance. .
16
17 RELATED SECTIONS 1819 Section 02205 - Soil Materials: Topsoil material.
20 21 Section 02223 - Backfilling: Rough grading of site.
22
23 Section 02225 - Trenching: Rough grading over trench cut.
24 .
25 Section 02811 - Underground Irrigation System.
26
27 Section 02938 - Sodding.
28 29 REFERENCES
30 .
31 FS O-F-241 - Fertilizers, Mixed, Commercial.
32
33 ANSI Z60.1 • Nursery Stock. 34 35 DEFINITIONS
36 .
37 Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory, Rush Grass,
38 Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak,
39 Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison ivy, Nut Sedge, Nimble Will,
40 Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. .
41 42 Plants: Living trees, plants, and ground cover specified in this Section , and described in ANSI
43 Z60.1.
44
45 MAINTENANCE DATA
46
47 Submit under provisions of Section 01700. .
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST TREES PLANTS AND GROUND COVER
Tan Bovle Hevamoto Section 02950 Paqe 2 1 Operation Data: Submit for continuing Owner maintenance. ~
2 - ~
3 Maintenance Data: Include cutting and trimming method; types, application frequency, and
4 recommended coverage of fertilizer. 5 ~
6 QUALIFICATIONS
7 ! I
8 Nursery: Company specializing in growing and cultivating the plants with three years i
9 documented experience.
10 . 11 Installer: Company specializing in installing and planting the plants with 2 years documented ;
12 experience. 13
14 Maintenance Services: Performed by installer. 15 16 REGULATORY REQUIREMENTS .
17
18 Comply with regulatory agencies for fertilizer and herbicide composition. ~
19 Provide certificate of compliance from authority having jurisdiction indicating approval of plants, 20 fertilizer and herbicide mixture.
21 .
22 Plant Materials: Certified by state department of agriculture Described by ASTM Z60.1 ; free of
23 disease or hazardous insects. ~
24 25 DELIVERY, STORAGE, AND HANDLING '
26 - :
27 Deliver, store, protect and handle products to site under provisions of Section 01600. 28
29 Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of ~
30 manufacturer. ;
31
32 Protect plants until planted.
33 .
34 Deliver plant life materials immediately prior to placement. Keep plants moist. 35 -
36 ENVIRONMENTAL REQUIREMENTS
37
38 Do not install plant life when ambient temperatures may drop below 35 degrees F(2 degrees
39 C) or above 100 degrees F(32 degrees C).
40 -
41 Do not install plants when wind velocity exceeds 30 mph (48 k/hr).
42 ~
43 COORDINATION
44
45 Coordinate work under provisions of Section 01039. 46 . '
47 Coordinate with installation of underground sprinkler system piping and watering heads.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FQUR-A (4A)
GROUP HEALTH NORTHWEST TREES PLANTS AND GROUND COVER
Tan Bovle Hevamoto Section 02950 Paae 3
1 WARRANTY 2 3 Provide one year warranty under provisions of Section 01700.
4
5 Warranty: Include coverage for one continuous growing season; replace dead or unhealthy
6 plants.
7
S Replacements: Plants of same size and species as specified, planted in the next growing
9 season. 10 11 MAINTENANCE SERVICE
12
13 Maintain plant life immediately after placement until date of final acceptance or for 30 days which
14 ever is longer.
15
16 Maintenance to include: 17
18 Cultivation and weeding plant beds and tree pits. 19
20 Applying herbicides for weed control in accordance with manufacturer's instructions. Remedy
21 damage resulting from use of herbicides.
22
23 Remedy damage from use of insecticides.
24
25 Irrigating sufficient to saturate root system. . 26 .
27 Pruning, including removal of dead or broken branches, and treatment of pruned areas or other
28 wounds. 29
30 Disease control.
31
32 Maintaining wrapping, guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires
33 tight. Repair or replace accessories when required.
34
35 PART 2 - PRODUCTS
36
37 TREES, PLANTS, AND GROUND COVER
38
39 Trees Plants and Ground Cover: Species and size identifiable in plant schedule, grown in
40 climatic conditions similar to those in locality of the Work.
41
42 SOIL MATERIALS
43
- 44 Topsoil: Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth,
45 taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots; minimum pH
46 value of 5.4 and maximum 7.0 .
47
i
l_
1lERADALE HFALTH CARE CEfVTER - BID PACKAGE NO. FDUR-A (4A)
CROUP HEALTH NORTHWEST TREES PLANTS AND GROUND CO11ER j._
Tan Bovfe HevamDto- SeCtivn 02950 Paqe 4 t
i
1 SC~IL AMENQN#ENT N1ATERIALS . ~
2 _3 Fertilfzer: FS 0-F-241, with fifty percent of the elerrrents derived #rom organic sources; af
4 proportion necessary to eliminate any deficiencies af tapsoif, to the following minimum
5 proportions: Nitrogen 5 percent, phaspharic acid 10 percent, soluhle potash 5 percent. ~
6 -
7Peat Humus: Decomposed peat with no identifiable fibers and with pH range of 5.4 tv 7.0. ,
8 .
9Sawdust: Rotted sawdust, free of chips, stones, stickS, soil, or tvxic substances with 7.5 lbs.
10 nitrogen uniformly mixed into each cubic yard. -11 12 Wa#er. Clean, fresh and free of substances ar rnatter vuhich could inhibit vigorous growth af
13 plants. -
14
15 Herbicide: Surflan. 16
17 MULCH MATER1ALS
18
19 Mulchtng iVlaterial: Ntedium fed fir ground landscape bark lfee of grovxrth ar germinativn 20 inhibiting ingredien#s. _ 21 ,
22 AQCESSORIES -
23 '
~
24 1JVrapping Materials: Tree wrap #ape not less than 4" wide. .
25
26 Stakes: So-ftwoad Iumber, pDinted end stained dark-brown with semi-transparent penetrating oil '
~-27 stain. , -
28
29 Cab1e,1NEre, Eye Bv1ts and Turnbuckles: Non-corrosiver af sufificien# streng#h to withstand wind
30 pressure and resultant rnvvement o# plant Iife. 31 . 32 Plarrt Protectvrs: Rubber sleeves over cabfe to protect plant s#erns, trunks, and branch+es. ,
33 34 TE$M
35 .
36 Provide analysis o# imparted existing tapsoil under provisions of Sectivn 01400. 01410. ~37
.38 Analyze to ascertain percentage of nitrogen, phaspharUS: pvtash, organic rna#ter and pH value.
i
39
40 Testing is not required if recent test5 are available for imported topsoil. Submit the5e test results _
41 to the tes#ing Iaboratory for appraval. Indicate, by test resuits, in~~rmation necessary #o 42 determine suitability. ~
43 '
44 ,
45 , i
46 47
I,
~i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST TREES PLANTS AND GROUND COVER
Tan Bovle Hevamoto Section 02950 Paqe 5
1 PART 3 - EXECUTION 2 3 EXAMINATION
4
5 Verify that prepared subsoil and planters are ready to receive work.
6
7 Saturate soil with water to test drainage.
8
9 PREPARATION OF SUBSOIL
10 .
11 Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in
12 grade gradual. Blend slopes into level areas. _
13
14 Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated
15 subsoil.
16 17. Scarify subsoil to a depth of 3 inches (75 mm) where plants are to be placed. Repeat
18 cultivation in areas where equipment, used for hauling and spreading topsoil, has compacted
19 subsoil.
20 21 Dig pits and beds 12 inches larger than plant root system for shrubs and 24" larger for trees.
. 22
23 MIXING PLANTING SOIL '
24 .
25 Provide planting soil mixture consisting of equal parts of topsoil, peat humus, and rotted
26 sawdust.
27
28 Grade topsoil to eliminate rough, low or soft areas.
29
30 Install planting soil mixture into pits and beds intended for plant root balls, to a minimum
31 thickness of 4 inches for shrubs and 6" for trees.
32 .
33 FERTILIZING
34 -
35 Mix fertilizer into planting soil mixture at the rate of 5 Ibs. per cubic yard.
36 .
37 Plant food tablets may be used in lieu of mixing fertilizer with planting soil mixture.
38
39 PLANTING 40 -
41 Place plants for best appearance for review and final orientation by Architect.
42
43 Set plants vertical.
44
45 Remove non-biodegradable root containers.
46
47
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR•A (4A)
GROUP HEALTH NORTHWEST TREES PLANTS AND GROUND COVER .
Tan Bovle Hevamoto Section 02950 PaQe 6 .
1 Set plants in pits or beds, partly filled with prepared topsoil mixture, as indicated on drawings 2 under each plant. Remove ropes, and wires, from the root ball. Remove burlap from top and ~
3 sides of ball.
4 5 Saturate soil with water when the pit or bed is half full of top soil and again when full. _
6
7 INSTALLATION OF ACCESSORIES
8 9 Place grates at base of trees where indicated on drawings. 10 11 Install bark mulch to depth indicated on drawings.
12 -
13 Apply pre-emergence herbicide in all tree and shrub (non-sod) planting areas. Make application
14 prior to placing bark layer unless otherwise approved. Follow all manufacturer's
15 recommendations. 16
17 PLANT SUPPORT
18 - -
19 Brace plants vertically with plant protector wrapped guy wires and stakes to the following:
20
21 Tree Caliqer Tree Supnort Method
22 23 1• 1/2" and above 3 stakes with 3 ties 24
25 FIELD QUALITY CONTROL ' 26
27 Field inspection will be performed under provisions of Section 01400. 01410. _
28
29 Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior
30 to or during planting. ~
31
32 MAINTENANCE
33 '
34 Neatly trim plants where necessary. '
35 -
36 Immediately remove clippings after trimming. 37 38 Water to prevent soil from drying out.
39
40 Control growth of weeds. Apply herbicides in accordance with manufacturer's instructions.
41 Remedy damage resulting from improper use of herbicides.
42 ,
43 Apply pesticides in accordance with manufacturers instructions. Remedy damage resulting from
44 improper use of pesticides.
45
46 .
47 END OF SECTION
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 PaQe 1
1 SECTION 03310 - CONCRETE WORK
2
3 PART 1- GEN ERAL
4 5 RELATED DOCUMENTS
6
7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Conditions and all .
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 PRODUCT SUBSTITUTIONS
12 . .
13 The following identified products, their fabrication and installation represents the project quality
14 level. The primary goal is to construct the new Health Care Facility with the highest quality level -
15 that the construction budget may support. Therefore, subcontractors are encouraged to propose
16 alternate comparable products, components and assemblies that the Owner and Architect may .
17 review. The Architect's decision regarding final acceptance of an alternate cornparable product
18 shall be final.
19
20 DESCRIPTION OF WORK 21
22 Trench Drains
23 Concrete Slabs .
24 Catch Basin/Drywell Slabs
. 25 Walks
26 Curbs .
27 Equipment Slabs
28 Other Miscellaneous Concrete Pours, etc.
29
30 QUALITY ASSURANCE
31
32 Codes and Standards: ACI 301 "Specifications for Structural Concrete Buildings"; ACI 318,
33 "Building Code requirements for Reinforced Concrete"; comply with applicable provisions except
34 as otherv+rise indicated.
35
36 SUBMITTALS
37 38 Manufacturer's Data: Submit manufacturer's product data with installation instructions for
39 propriety materials including reinforcement and forming accessories, admixtures, joint materials,
40 hardeners, curing materials and others as requested by Architect.
41 42 SHOP DRAWINGS 43
44 Submit shop drawings for fabrication, bending and placement of concrete reinforcement.
45 Comply with ACI 315, "Manual of Standard Practice for Detailing Reinforced Concrete Structures"
46 showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CONCRETE WORK -
Tan Bovle Hevamoto Architects Section 03310 Pa4e 2 1 reinforcement. Include special reinforcement required and openings through concrete structures.
2 All wall reinforcing must be shown in elevation. 3 4 Submit concrete design mix for each concrete type specified.
5
6 PART 2 - PRODUCTS
7 8 FORM MATERIALS
9 10 Forms for Exposed Finish Concrete: Unless othenwise indicated, construct formwork for exposed
11 concrete surfaces with plywood, metal, metal-framed plywood, faced or other acceptable panel-
12 type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest
13 practicable sizes to minimize number of joints and to conform to joint system shown on '
14 drawings. Provide form material with sufficient thickness to withstand pressure of newly-placed
15 concrete without bow or deflection. Chamfer all exposed edges 3/4".
16 - '
17 REINFORCING MATERIALS '
18 19 Reinforcing Bars: ASTM A615, Grade 60, deformed.
20 _
21 Steel Wire: ASTM A 82, plain, cold-drawn steel. 22
23 Su orts for Reinforcement: Provide su '
pp pports for reinforcement including bolsters, chairs,
24 spacers and other devices for spacing, supporting and fastening reinforcing bars and welded
25 wire fabric in place. Use wire bar type supports complying with CRSI specifications, unless
.26 otherwise acceptable. . ,
27 28 For slab-on-grade, use supports with sand plates or horizontal runners where base material will -
29 not support chair legs. '
30 31 For exposed-to-view concrete surfaces, where legs of supports are in contact with forms, provide
32 supports with legs which are plastic protected (CRSI, Class I), or stainless steel protected (CRSI, '
33 Class 2). -
34 -
35 CONCRETE MATERIALS ,
36 37 Portland Cement: ASTM C 150, Type I, unless otherwise acceptable to Architect.
38
39 Normal Weight Aggregates: ASTM C 33 and as herein specified. Provide aggregates from a
_ 40 single source for exposed concrete. 41 42 For exterior exposed surfaces, do not use fine or coarse aggregates containing spalling-causing
43 deleterious substances.
44 ~
45 Water: Drinkable. 46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paqe 3
1 Air-Entraining Admixture: ASTM c 260. .
2
3 Calcium Chloride: Not permitted.
4
5 PROPORTIONING AND DESIGN OF MIXES
6
7" Design mixes to provide normal weight concrete with the properties as indicated.
8
9 Adjustment to Concrete Mixes: Mix design adjustments may be requested by Contractor when
10 characteristics of materials, job conditions, weather, test results, or other circumstances warrant;
11 at no additional cost to Owner and as accepted by Architect. Laboratory test data for revised
12 mix design and strength results must be submitted to and accepted by Architect before using -
_ 13 in work. -
14
15 Admixtures: 16
17 Use water-reducing admixture or high range water-reducing admixture (super plasticizer)
18 in concrete as required for placement and workability. 19 . 20 Use air-entraining admixture as shown.
21
22 Slump Limits: Proportion and design mixes to result in concrete slump at point of placement
23 as shown. 24
25 CONCRETE MIXES 26 27 Ready-Mix Concrete: Comply with requirements of ASTM C 94, and as herein specified.
28
29 During hot weather, or under conditions contributing to rapid setting of concrete, a shorter
30 mixing time than specified in ASTM C 94 may be required.
31
32 When air temperature is between 85 deg F(30 deg C) and 90 deg F(32 deg C), reduce mixing
33 and delivery time from 1-1 /2 hours to 75 minutes, and when air temperature is above 90 deg F
34 (32 deg C), reduce mixing and delivery time to 60 minutes.
35
36 CONCRETE MIX DESIGNS
37
38 Exterior Slabs/Miscellaneous Concrete Pours
39 .
40 6 Sack/CY, Type I, ASTM C150
41 4,500 PSI
42 Max Aggregate Size: 3/4" ASTM C33
43 Air Entrainment: 5-8%
44 Max Slump: Equal 4"
45
46 .
i
11ERADALE HEALTH CARE CENTER - SID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTH1NEST CONCRETE VIJORK ,
fian BoLle Hevamoto Architects Section 03310 Paqe 4
1 PART 3 - EXECUTfON
2
3 FORhAS -
4 - , ~
5Construct forrns to sizes, shapes, tines and dimensions shovtirn, and #o abtain accura#e
6alignmen#, Iocation, grades, level and plumb work an finished struc#ures. Provide for openings,
7 of#sets, sinkages, keyways, recesses, moldings, rustications, regle#s, chamfers, bIocking, 8 screeds, bulkheads, ancharages and inserts, arad other features r~quired in work. Use selected
9 materials to obtain required finishes. Solidly buft joints and provide backup at jvints to prevent ~
10 Ieakage of cement pa~te. '
11
12 Provide tap forrns for inclined surfaces where slope is too steep to plaCe concrete with bottam
13 forms anly. Kerf wfood inserks for forming keyways, reglets, recesses, and #he like to prevent
14 swelling anrt for easy removal. 15 -
16 Chamfer expased carners and edges as indicated, using wood, metal, PVC or rubber chamfer ,17 strips fabricated tv produce uniform smooth lines and tight edge joints.
18
13 Forrn Ties: Factvey-#abricated, adjustable length, removable or snap-ot# rnetat fvrm ties, ~
20 designed to prevent form de#lection, and to preven# spaliing concrete surfaces upan removal.
21
22 Unless otherwise indicated, prouide ties So portion remaining vti+ithin cvncFete a#ter remaval 23 is 1" inside cvncrete and will not leave holes larger than 1 " diameter in cancrete sur#ace. ~
24 -
25 Provisions for Other Trades. Provide openings in concrete fvrmwork to accornmodate work of ~
~
26 other trades. Determine size and lOCation of openings, recesses and chases frorn trades
27 providing suCh i#ems. Accurately place and securely sup~ort iterrrs built into forms.
28
29 PLACING REINFORCENIENT 30
31 Comp1y with Concrete Reinforcing Steel Institute's recammended practice for "Placing ,
32 Re3nfarcing Bars", for details and meth+ads af reinfor~ement placerneni and supports, and as ; i
33 herein specified. _ J
34 35 ACCUrately position, support and secure reintorcernen# against displaGernent by formwDrk, ,
36 cons#ruction, ar concrete placement operations. Locate and suppar# reinforcing by metal chairs,
37 runners, bolsters, spacers, and hangers, as required, .
38 - ~ '
39 Paace reinfarcernent ta abtain at ieast rrrinimum cvverages for concrete pratection. Arrange,
40 space and securely tie bars and bar supports to hold reinforcernent in pvsition during concrete ,
41 placem+ent operations. Set wire ties so ends are directed inta cancrete, not toward exposed
42 CDnGrete surfaCes. '
43
44 Install welded vxrire fabric in as long lengths as pract+cable. Lap adjvining pieces at least ane #ull
45 mesh anci lace splices with wire. Offset end laps in adjacent widths to prevent cvntinuaus laps 46 in either direCtion.
,
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paqe 5
1 PREPARATION OF FORM SURFACES 2
3 Coat contact surfaces of forms with a form•coating compound before reinforcement is placed.
4 • _
5 Coat steel forms with a non•staining, rust preventative form oil or other-wise protect against
6 rusting. Rust-stained steel formwork is not acceptable.
7
8 CONCRETE PLACEMENT
9 10 General: Comply with ACI 304, and as herein specified.
11
12 Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24"
13 and in a manner to avoid inclined construction joints. Where placement consists of several
14 layers, place each layer while preceding layer is still plastic to avoid cold joints.
15 16 Do not use vibrators to transport concrete inside forms. Insert and with-draw vibrators vertically
17 at uniformly spaced locations not farther than visible effectiveness of machine.
18
19 Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation
20 within limits of construction joints, until the placing of a panel or section is completed.
21 22 Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or darbies to
23 smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning
24 finishing operations. 25
26 COLD WEATHER PLACING
27
28 Protect concrete work from physical damage or reduced strength which could be caused by
29 frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified.
30 31 When air temperature has fallen to or is expected to fall below 40 deg F(4 deg C), uniformly
32 heat water and aggregates before mixing to obtain a concrete mixture temperature of not less
33 than 50 deg F(10 deg C), and not more than 80.deg F(27 deg C) at point of placement.
34 35 Do not use frozen materials or materials containing ice or snow. Do not place concrete on
36 frozen subgrade or on subgrade containing frozen materials.
37
38 Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical
39 accelerators.
40
41 Hot Weather Placing: Comply with ACI 305.
42
43 FINISH OF FORMED SURFACES
44
45 Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work or by
46 other construction, unless othenNise indicated. This is the concrete surface having texture
i
VERADALE HEALTH CARE CENTER - 81D PACKAGE NO. FOUR-A (4A) '
GROUP HEALTH NORTHWEST CONCRETE WORK _
Tan Bovle Hevamoto Architects Section 03310 PaQe 6 .
1 imparted by form facing material used, with tie holes and defective areas repaired and patched
2 and fins and other projections exceeding 1/4" in height rubbed down or chipped off.
3 Smooth Form Finish: For formed concrete surfaces exposed to view, or that are to be covered 4 with a coating material applied directly to concrete, such as waterproofing, dampproofing, '
5 painting or other similar system. This is as-cast concrete surface obtained with selected form
6 facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch
7 defective areas with fins or other projects completely removed and smoothed.
8 .
9 CONCRETE CURING AND PROTECTlON
10 11 Begin initial curing as soon as free water has disappeared from exposed surfaces. Where 12 possible, keep continuously moist for not less than 72 hours. Continue curing by use of
13 moisture-retaining cover or membrane-forming curing compound. Cure formed surfaces by ,
14 moist curing until forms are removed. Provide protections as required to prevent damage to -
15 exposed concrete surfaces.
16
17 REMOVAL OF FORMS 18 19 Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and 20 similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F(10 ~-21 deg C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be
22 damaged by form removal operations, and provided curing and protection operations are
23 maintained. 24
25 MISCELLANEOUS CONCRETE ITEMS ;
26 - 27 Equipment Bases and Foundations: Provide machine and equipment bases and foundations
28 as shown on drawings. Set anchor bolts for machines and equip-ment to template at correct 29 elevations, complying with certified diagrams or templates of manufacturer furnishing machines
30 and equipment.
31 -32 Grout base plates and foundations as indicated, using specified non-shrink grout. Use non- ~33 metallic grout for exposed conditions, unless otherwise indicated.
34 -
35 CONCRETE SURFACE REPAIRS '
36 - 37 Patching Defective Areas: Repair and patch defective areas with cement mortar immediately
38 after removal of forms, when acceptable to Architect. • 39 . 40 Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left by tie rods ,
41 and bolts, down to solid concrete but in no case to a depth of less than 1". ,
42 43 For exposed-to-view surfaces, blend white portland cement and standard portland cement so
44 that, when dry, patching mortar will match color surrounding. 45 _
46
i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paae 7
1 Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects
2 cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and
3 texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins and other
4 projections on surface; and stains and other discolorations that cannot be removed by cleaning.
5 Flush out form tie holes, fill with dry pack mortar or precast cement cone plugs secured in place
6 with bonding agent.
7
8 Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by
9 cutting out and replacing with fresh concrete.
10 11 Repair isolated random cracks and single holes not over 1" in diameter by dry-pack method.
12 .
13 Repair methods not specified above may be used, subject to acceptance of Architect.
14 15
16 END OF SECTION 03310
VERADALE HEALTH CARE CENTER - BID PACKAGE FOUR-A (4A)
GROUP HEALTH NORTHWEST METAL FABRICATIONS
Tan 6ovle Hevamoto Architects Section 05500 PaQe 1
1 SECTION 05500 - METAL FABRICATIONS
2
3 PART 1 - GENERAL
4
5 DESCRIPTION OF WORK 6
7 Definition: Metal fabrications include items made from iron and steel shapes, plates, bars, strips,
8tubes, pipes and casting which are not a part of structural steel or other metal systems specified
9 elsewhere.
10 11 Extent of inetal fabrications is indicated on drawings and schedules.
12
13 Types of work in this section include metal fabrications for:
14 15 Trench drain and -grates .
16 Bearing angles 17
18 QUALITY ASSURANCE
19 20 Shop Assembly: Preassemble items if shop to greatest extent possible to minimize field splicing
21 and assembly. Disassemble units only as necessary for shipping and handling limitations.
22 Clearly mark units for reassembly and coordinated installation.
23 24 SUBMITTALS
25 26 Product Data: Submit manufacturer's specifications, anchor details and installation, instructions
27 for products used in miscellaneous metal fabrications, including paint products and grout.
28
29 Shop Drawings: Submit shop drawings for fabrication and erection of miscellaneous metal
30 fabrications. Include plans, elevations and details of sections and connections. Show
31 anchorage and accessory items. Provide templates for anchor and bolt installation by others.
32 .
33 PART 2 - PRODUCTS
34 35 MATERIALS '
36
37 Ferrous Metals:
38
39 Metal Surfaces, General: For fabrication of miscellaneous metal work which will be
40 exposed to view, use only materials which are smooth and, free of surface blemishes
41 including pitting, seam marks, roller marks, rolled trade names and roughness.
42
43 Steel Plates, Shapes and Bars: ASTM A 36.
44 45 Steel Bars for Grating: ASTM A 569 or A 36.
46
47 Trench Drain Grates: Equal to style "Au as manufactured by Inland Foundry Co., Inc. of
1lERADALE HEAL1fH CARE CENTER - BED PACKAGE FDUR-A (4A) CROUP HEALTH NORTF[1NE~T METAL FABRICATIO1VS
Tan Bovie Hevamoto Architects Section 05500 Pape 2 ,
, ,
1 Spokane, 1Nashington. Prvvide #rame style "8" with 1/2" dia, anChor bolts at 32'° O.C.
2 spaced along the full Jength of the frarne perimeter.
4 Brackets, Flanges and Anchors: Cast or fvrmed metal of the same type material and ,
5 finish as suppvrted rails, unless vtherwise ind3cated.
6
7 Concre#e lnserts: Threaded or wedge type; gaIvanized ferrous castings, either maIleable B iron, ASTM A47, vr cast steei RSTM A 28. Prvvide bolts, vtirashers and shims as
9 required, hot-dip galvsnized ASTM A 153. 10 11 Grout: .
12 .
13 Nletallic Non-5hr~nk Grau#; Pre-mixed, factory-packaged, ferrous _aggregate graut
14 complying with CE CRQ-C621.
15 - . ~
16 Fasteners:
17 ,
18 Provide bolts, anchor bolts, nuts, rnachine sCrews, Evck washers as required far
19 appliCation €ndicated and complying with applicable Federal siandards. Hvt-dip galvanize
20 fasteners for exterior applications to camply w4th ASTM A153. 21 - '
22 FABRICATION. GENERAL _
23 ,
24 Workmanship: L.1se materials o# size and thickness Endicated, ar rf not indiCated as requFred to ,
25 produce strength and durability in finished praduct for use intended. Work tv dirnensions
26 indicated or accepted on shop drawings, using prvven details nf fabrication and support. Use
27 type af rna#erial5 indicated or specified for variaus campvnents of vvork. ~
28
29 UVeld corners and seams cantinuously, compl}ring wi#h A111V'S recommendatPons. At exposed .-30 cannections, grinct expvsed welds srnooth anci flush to rnatch and blend with adjoining surfaces, 31 -
32 Forrn expased connec#ivns with hairline joints, flush and srrroothr using conceared fasteners
33 wherever possible. Use expased fasteners af t}rpe indicated,-or if not indicated, Phillips tlathead
34 (countersunk) screws ar bolts.
35
~
36 Sr'10p Paif'yllng: ~~~ly shop prIFI'1er 0nly to sLJFf$CES Qf mBtal fak]rICB'tIDn5 B7Cp0sed tD V11ea#f'1$F, 37 and 'rn compliance with requirernents v# SSPC-PAl uPaint Application_ Specification No. 1'" #or
38 shop painting.
39 ~l -
40 ROIJGH Hr4RpUVARE :
41 42 Furnish bent or otherwise custom fabricated bolts} pla#es, anchors, hangers, dnwels and ather ~
;
43 miscellaneous steei and iron shapes as required for frarning and supporting woodwark, and for L
44 anchoring or securing woodwork to ConCrete or other structures.
45
46 Fabricate items of size5, shapes and dimensions required. FurnFSh malleable-iran vuashers #or ~47' heads and nuts which bear on wood structural connectivns; elsewhere, furnish s#eel washers.
~
VERADALE HEALTH CARE CENTER - BID PACKAGE FOUR-A (4A)
GROUP HEALTH NORTHWEST METAL FABRICATIONS
Tan 8ovle Hevamoto Architects Section 05500 PaQe 3
1 MISCELLANEOUS FRAMING AND SUPPORTS
2
3 Provide miscellaneous steel framing and supports which are not a part of structurai steel
4 framework, as required to complete work.
5
6 Equip units with integrally welded anchors for cas4ing into concrete or building into masonry.
7 Furnish inserts if units must be installed after concrete is placed.
8
9 PART 3 - EXECUTION
10
11 I NSTALLATION '
12
13 Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary 14 for securing miscellaneous metal fabrications to in-place construction; including threaded
15 fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws
16 and other connectors as required.
17 -
18 ' Fit exposed connections accurately together to form tight hairline joints. Weld connections which -
19 are not to be left as exposed joints, but cannot be shop welded because of shipping size
20 limitations. Grind exposed joints smooth and touch-up shop paint coat. Do not weld, cut or
21 abrade the surfaces of exterior units which have been hot-dip galvanized after fabrication, and
22 are intended for bolted or screwed field connections.
23 24 Field Welding: Comply with AWS Code for procedures of manual shielded metal-arc welding .
25 appearance and quality of welds made, and methods used in correcting welding work.
26
27 Setting Loose Plates: Clean concrete and masonry bearing surfaces of any bond-reducing
28 materials, and roughen to improve bond to surfaces. Clean bottom- surface of bearing plates.
29
30 Set loose leveling and bearing plates on wedges, or other adjustable devices. After the bearing
31 members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges
32 or shims, but if protruding cut off flush with the edge of the bearing plate before packing with
33 grout. Use metallic non-shrink grout in concealed locations where not exposed to moisture; use 34 non•metallic non-shrink grout in exposed locations, unless otherwise indicated.
35 36 Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.
37
38 ADJUST AND CLEAN
39
40 Clean field welds, bolted connections and abraded areas.
41
42 END OF SECTION 05500
i
1lERADALE HEALTH CARE CENTER -$ID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST - GAfiE HARDV1iARE
Tan Bovle F-fevamota Architects Section 10280 Paae y
SECTIOhI 10280 - GATE HARDWARE - 2
3 PART 1 - GENERAL
4 .
. 5 RELATED D~CUMENTS
_ 6
'7 AII provisions of the contract inciuding Ins#ructions to Bidders, The General Conditions of #he
8 Contract, Addendum to the General Conditions vf the Cvntrsct, Spec€aI RequEremerrts fvfi
9 Affarmative Action, Special Ftequirerr~en#s for MWBE Participatian, Special Conditians and alf
. 10 siDctions of Divisian 1 are hereby made a part of this sec#ian as fully as if repeated herein.
11
12 PRODLJCT SIJBSTITUTION5 .
13
14 The falrowing identified pEoducts, their fabrica#ion and insta#lation represents the praject qualit}r
15 revei. Subcantractars are -encouraged to propase alternate Comparable products, components
16 and assemblies that Ihe Ovvner and Architect may review. The Architect's decision regarding
17 final scceptance of an af#ernate comparable product shaII be final.
18
19 DESCRIPTION
20 .
21 Furnish and insta1l Cate Hardware as speci€ied herein and shown on drawings.
22 .
23 SUBNtITTALS
24 -
25 Futnish praduct literature for each item.
26
27 PART 2 - PRODUCTS '
28
' 29 GATE HARDWARE
- 30
31 Provide the #vllawing gate hardware.
~ 32
33 Screw hook and strap hinge - Stanley CD1293
_ 34 Thumb #atch - Stanley CD1290
35 Cate spring - Sianley CD1295
_ 36
37 Provide the abave hardware for each gate ioca#ion.
38 39
40 END OF SECTIOhf 10280
~
r-
~ VERADALE HEALTH CAAE CENTER - BID PACKAGE NO. FOUR-A (4A)
GRDUP HEALTH NORfiHIlVEST B1C1~~~E R,~CKS
~ Tan Bovle Wevarnat4 Architec#s . Sectian 10290 Paae 1
' 1 SECTION 10290 - BICYCLE RACKS
2
3 PART 1 - GENERAL
4 .
- 5 RELATED DO+CUMENTS
B -
,7 A!l prvvisions of the contract including !ns#ructions to Bidders, The General Conditivns of the
`BCantract, Addendum ta the General Canditians of the Cantrac#, Specia! Requirements for
, 9 Affirrnative Actian, Special Requirements faf MWBE Participation, Special Conditions and all
10 sections of Division 1 are hereby made a part of this secfiion as fuily as+if repeated herein.
12 PRODuCT SuBSrIrurIONs .
13 -
14 The foflowing iden#ified products, their 4abrica#ion and installation represen#s the project quality
~~vel• ~ubcW174[ac4oFs Q~e en4rouIG3ged 4V pk~~osG al1er44a4e LL111pa[abIG pIVdUc1s1 V%~~poneI ILs
' 16 and assernblies that the Owner and Architect rnay review. The Architect's decision regarding
: 17 final aCCeptance of an aItemate comparable prDduCt shall be final.
18 '
. 19 DESCRIPTION
20
21 Furnish and install Bicycle Racks as specified herein and shawn on drawings.
22
,
: 23 SUBMITTALS 24
; - 25 Furnish descriptive literature for Archi#ect's revaew.
26
27 PART 2 - PRODIJCTS -
28
. 29 BIGYCLE RACKS
30
. 31 Provide (2) 10 ft. long "RIE38ON° Bicycle Racks as manufactured by Branden Internatiana! Inc.,
; 32 used exclusively by AAA Ribbon Rack Co.
33
34 Material: ASTM A 53 Schedule 40 .
, 35
36 S#eel Pi,pe (2.75" O.D. x 1.54 wefl) hydraulically formed with a mandril, hat-dipped
37 galvanized after fabrication.
, 38
39 N1vdel NO. 2-RB-11-1-G.
40
41
42 END OF SECT1ON 10290
1fERADALE MEALTH CARE CENTER - Bla PACKAC~E NO. FOUR-A (4A)
GROUP HEALTH NORTHV11EST DRYINELLS
Tan Bvvfe Hevamota Architec#s Section 15317 Paae 1
~ SECTIDN 15317 - L RYWELLS
2
3 PART I - CENERAL
4
5 DESCR4PTION
6
7 Included but not lirnkted ta.
8
9 Provide labor, materials and incidentais required to install drywells indicated.
10
11 ReEated work specified elsewhere:
12
13 Concrete - Division 3.
14 . Masanry - aivision 4.
15
QUALITY ASSURAfVCE -
17
18 Requirements gf Regulatory Agencies: 19
20 Installation shall be coardina#ed with an approued by the l0ca1 authorities, utili#y company
21 or agencies having jurisdictian. -
22
23 PART 2 - PROQUCTS
24
25 MATERIALS
26
27 Pre-cast drywell components:
28
29 Pre-cast dryrwell camponents shall confivrm ta local codes.
30 Barrel sectians shail have slats cast-in.
31 Cane section shail have breakout hole cast-in.
32
33 Cover.
34
35 Nominal 24°' round heavyr duty, cas# iron frarne arrd sJotted caver.
36 Nominal 24" round heavy duty, cast iron frame and solad cover. Cover to have word
37 "STORM" cas# in IiCI.
38 Solid, pre-cas# reinforced concrete with lift Wre.
39
40 Rock:
41
42 3 f 4" to 1-1 /2" vxrashed river rDck Dr clean crushed rock.
43
44 Fi[ter Fabric:
45
46 Nonwoven geotextile product equal to:
47
48 a. Exx~n P0409, available from Spokane Culvert (509) 244-3693.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. FOUR-A (4A)
GROUP HEALTH NORTHWEST DRYWELLS
Tan Bovle Hevamoto Architects Section 15317 PaQe 2
1 b. SUPAC 4NP
2
3 Place fabric between the drainage fill and subgrade material. Cap all joints 18" min. and
4 as recommended by the manufacturer.
5
6 PART 3 - EXECUTION
7
8 I NSTALLATION
9
10 Base may be pre-cast or cast-in place concrete. Set on prepared bed to insure uniform support
11 and proper elevation.
12
13 If lid is to be at grade, bring to grade with brick or pre-cast rings to provide proper surface grade.
14
15 Install slotted or solid cast iron lid at grade or concrete below grade as indicated.
16
17 Place rock carefully to insure minimum of side sloughing.
18
19 END OF SECTION 15317
PROJECT SPECOFICATIONS FOR: BiD PAcKaGE Nc. TWO
SiTE C!TlLITIcS - WATER, SEWER AND GAS
CROUP HEALTH NORTNlWEST
VERADA.E HEA.~_H CARE CEN~ER
E. 14402 SPRAGUE AVENUE
SPOKANE, WASH(NCTQN
IVED
t~~AY 6 19g2
gUlLOINU ~ 5A~'E~
TtiN BOYLE HEYAMQTO AE?ChiTEC ~ S
SPOKANE, WASHINGTGN
A P R i L 27, 19. 9 2
f ' .
I_
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NQRTHWEST ADVERTISEMENT FOR SUBCONTRACTOR BIDS
Tan Bovle Hevamoto Architects Paae 1
~
- 1 ADVERTISEMENT FOR SUBCONTRACTOR BIDS
2
! 3 Sealed proposals will be received for the following project:
4
5 PROJECT NO: 9007.7a
6
7 TITLE: Bid Package No. Two
8 Veradale Health Care Center
. -9 Group Health Northwest
_ 10 East 14402 Sprague Avenue
11 Spokane, Washington
12
13 OWNER: Group Health Northwest
- 14 Spokane/North Idaho
15
16 TIME/DAY/DATE: To be determined
17
18 BY: Ramey Construction Co., Inc.
19 P. O. Box 2846
20 Spokane, Washington 99220
21 (509) 534-3114
22
23 CONTACT: Randy Ramey
24
25 Subcontractors may obtain plans and specifications from the office of Tan Boyle Heyamoto
26 Architects, 117-1 /2 Howard Street, Spokane, WA 99201 (509) 455-8648 upon the deposit of
27 $50.00 or they may be viewed at the following locations.
, 28
29 Associated Builders & Contractors, N. 1303 Thor Court, Spokane
30 Associated General Contractors, E. 4935 Trent, Spokane
31 Spokane Construction Council, E. 102 Boone Ave., Spokane
32
33 The Owner reserves the right to reject any, all or portions of, or accept any or all proposals and
' 34 to waive informalities.
' 35
36
37 END OF ADVERTISEMENT FOR BIDS
1 ~ I
- VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
_ GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paqe 1
INSTRUCTIONS TO BIDDERS
' OBTAINING BID DOCUMENTS
Copies of drawings and specifications may be obtained only by Prequalified subcontractors upon
_ deposit of $50.00 per complete set. Deposit will not be returned in documents are mutilated or
so marked that they are not reusable and/or if they are not returned to the Architect within 10
days after bids are received. Other sets or individual sheets may be purchased at a cost (not
refundable) from the printer with the approval of the Architect.
: Drawings and Specifications may be examined at the following offices:
Ramey Construction Co., Inc.
; - : P O Box 2846
Spokane WA 99220
(509) 534-3114
' Tan Boyle Heyamoto Architects
North 117-1 /2 Howard Street
Spokane, Washington 99201
(509) 455-8648
GENERAL CONTRACTOR:
Ramey Construction Co., Inc. has been selected as the General Contractor. All contracts and
_ clarification shall be directed to Randy Ramey.
,
;
' INVITED SUBCONTRACTORS AND SUPPLIERS:
Subcontractors will bid by invitation only. Notice of this project will be given to each, and they
~ will then obtain bid documents from Architect.
, DCAMINATION OF BIDDING DOCUMENTS:
Should the bidder find any discrepancies, omissions, ambiguities, or conflicts in either the plans
,-of specifications, or be in doubt as to their meaning, bring questions to Architect's attention not
_ later than three days prior to date for receipt of bids. Architect will review questions, and where
information sought is not clearly indicated or specified, will issue a clarifying addendum which
will become part of the contract. Neither Owner nor Architect will make or be responsible for any
oral instructions. Direct all questions to Architect's office.
FAMILIARITY WITH SITE AND DRAWINGS:
Bidders are requested to visit the site, compare the drawings and specifications with the existing
, conditions and inform themselves of all conditions, including other work, if any, being performed.
- VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paqe 2
' Failure to visit site will in no way relieve the successful bidder from necessity of furnishing any
material or pertorming any work that may be required to complete work in accordance with
drawings and specifications without additional cost to the Owner.
;
BIDOER'S REPRESENTATION:
By submitting a proposal, each bidder shall be held to represent that he has made the foregoing
examination in complete detail and has determined beyond doubt that the drawings,
specifications and existing conditions are sufficient, adequate, and satisfactory for the
~ construction work under the proposed contract.
Any addenda issued during the time of bidding are to be covered in the proposal and in closing
. a contract will be a part thereof.
, BIDDER'S STATUS:
As a condition precedent to contract award, type of work completed, bidder's financial status will
- be carefully considered. The Owner reserves the right to reject any or all proposals, to waive any
~ or all irregularities in bids submitted, or to accept the proposal deemed best.
FORM OF CONTRACT:
General Contractor will be responsible for all subcontractor agreements.
PROPOSALS:
Submit sealed bids on the forms provided by and deliver to Ramey Construction Co., Inc. per
their instructions.
Bids received after the time set for opening will not be considered. Bids will be opened and read
aloud five (5) minutes after the receipt deadline. Enclose bid form in opaque envelope marked "Proposal - Veradale Heafth Care Center, Group
Health Northwest" with subcontractors name. Seal envelope.
Oral, telephonic, telegraphic proposals will not be considered. Telegraphic modifications of bids
already submitted will be considered if received prior to the time set for opening.
Fill in all blank spaces on form. Signatures must be in longhand and executed in ink or indelible
pencil as follows:
In the case of partnership, the name of the partnership must appear on such proposal
, and it shall be signed in the name of such partnership by at least one of the partners.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Paqe 3
~ In addition to such signatures, the names of all partners shall be stated in such proposal.
In the case of a corporation, the corporate names shall be subscribed to by the President
' or other managing officer and there shall be set forth under the signature of such officer
the name of the office he holds or the capacity in which he acts for such corporation.
It shall be the Contractor's responsibility to verify that all subcontractors submitting bids
are licensed in the State of Washington.
~ Proposals shall not contain any recapitulation of the work to be done.
- - Bidder shall be solely responsible for seeing that his bid is present at the specified time and
, place.
PERFORMANCE BOND
As required by General Contractora
TAXES:
Prices quoted in the Contractor's cost shall include alf taxes imposed by law except the
Washington State Sales Tax.
RETURN OF DOCUMENTS:
Contractor and subcontractors shall return in good condition, all drawings, specifications and
_ other data furnished within ten (10) days after the time set for opening of bids.
TIME OF COMPLETION:
Work shall start when the Sub-contractor receives a formal "Notice to Proceed", shall proceed
with promptness and dispatch, and shall be substantially complete in a time period (calendar
days) designated by the General Contractor and/or as identified by future contract Addendum's.
' COORDINATION:
The General Contractor shall be responsible for examination of subcontract drawings and
specifications to determine the effect of all bid documents on the project costs. No allowance
will be made for changes in project scope and/or price which would have been apparent by
-examination of all documents. Contractor and subcontractors shall report any discrepancies,
omissions, or duplications to the Architect for clarification by Addendum prior to submitting
project cost.
' BID SUM:
The sum of money shown on the bid covering all work included in bid package contract
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST INSTRUCTIONS TO BIDDERS
'Tan Bovle Hevamoto Paqe 4
- documents, together with any Addenda thereto and/or for unit prices called for, or for any
alternates called for, shall include all items of labor, material, equipment, overhead and
compensation, to complete all of the work under each particular heading.
TAXES:
_ The contract sum and any agreed variations thereof shall include all taxes imposed by law, but
no State sales tax. Sales tax will be collected from the Owner, and will be paid to the State by
the Contractor in conformance with the law. Contractor shall furnish proof of payment of State
. sales tax required by law.
DCAMINATION OF SITE AND CONDITIONS:
,
Before submitting his bid, the bidder shall examine the site of the work and ascertain for himself
all of the physical conditions in relation thereto. Failure to take this precaution will not release
the successful bidder from entering into contracts nor excuse him from performing the work in
strict accordance with the terms of the contract. Contractor shall employ, so far as possible,
such methods and means in the carrying out of his work as will not cause any interruption or
, interference with any other Contract. No statement made by any officer, agent, or employee of
-the Owner or Architect in relation to the physical conditions pertaining to the site of the work will
- be binding on the Owner or Architect.
INTERPRETATION OF PROPOSED CONTRACT DOCUMENTS:
If any person contemplating submitting a bid for the proposed contract is in doubt as to the true
meaning of any part of the plans, 'specifications or other proposed contract documents, he may
submit to the Architect a written request for an interpretation thereof. The person submitting the
request will be responsible for its prompt delivery. Any interpretation of the proposed documents
- will be made only by Addendum duly issued and a copy of such Addendum will be mailed or
_ delivered to each person receiving a set of such documents. The Owner will not be responsible
for any other explanations or interpretation of the proposed documents.
PROHIBITION OF ALTERATIONS:
Except as otherwise provided herein, bids which are incomplete, or which are conditioned in any
way, or which contain erasures, alterations, or items not called for in the bids, or which are not
, in conformity to the law, may be rejected.
The bid form invites bids on definite plans and specifications. Only the amounts and information
asked for on the bid form furnished will be considered as the bid. Each bidder shall bid upon
the work exactly as specified and as provided in the bid form and as clarified above in Paragraph
G, "Filling in Bid Forms". The bidder shall bid upon all alternates indicated on the bid form as
provided herein. When bidding of alternates for which there is no charge, the bidder shall write
the works "No Charge" in the space provided on the bid form.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST 1NSTRUCTIONS TO BIDDERS
Tan Bovle Hevamoto Pacie 5
;
;
' MODIFICATION OF BID:
Modification of bids already received will be considered only if the request for the privilege of
, making such modifcation is granted and the modification is made prior to the schedufed closing
time for the receipt of the bids. AI1 modifications must be made in writing over the signature of
the bidder.
Telegraphic modifications will be accepted only if such telegraphic modification is received prior
- to the bid opening time (telearams must be delivered) and same is confirmed in writing on the
stationery of the Contractor. Such confirming letter shall be postmarked by date and time prior
- to bid.
~ WITHDRAWAL OF BID:
_ At any time prior to the scheduled closing time for receipt of bids, any bidder may withdraw this
. bid, either personally or by written and/or telegraphic and confirmed written request, in the
' manner set forth above in Paragraph J, "Modification of Bids". If withdrawal is made personally,
proper receipt will be given.
After the scheduled closing time for the receipt of bids, or before award of contract, no bidder
will be permitted to withdraw his bid unless said award is delayed for a period exceeding thirty
(30) days. Any bids received after the scheduled closing time for receipt of bids shall be
returned to the bidder unopened.
REJECTION OF BiD:
The Owner reserves the right to reject any and/or all bids. It also reserves the right to waive any
informalities in connection with said bids. If the bid includes a supplemental schedule or
predetermined unit prices for labor and material, or other items for the purpose of establishing
a cost basis on unforeseen contract changes, the Owner reserves the right to reject, without
impairing the balance of the bid, any or all such predetermined unit prices in such supplement
which the Owner may consider excessive or unreasonabfe.
END OF INSTRUCTION TO BIDDER
- THE AMER(CAN INSTITUTE OF ARCHITECTS
AIA Document A2011CM
' CONSTRUCTION MANAGEMENT EDITION
General Conditions of the Contract
~
for Construction
; THIS DOCUMENT HAS IMPORTAIVT tEGAL CONSEQUENCES; COIYSULTATION
, W1TH AN ATTORNEY IS fIVCOURAGED.
- 1980 EDITION
. TA6LE OF ART[CLES
,
1. CONTRACT DOCUMENTS 8. TIME
2. ADMINISTRATION OF THE 9. PAYMENTS AND COMPLETION
CONTRACT
10. PROTECTION OF PERSONS AND
3. OWNER PROPERTY
4. CONTRACTOR 11. INSURANCE
5. SUBCONTRACTORS 12. CHANGES IN THE WORK
~ 6. WORK BY OWNER OR BY 13. UNCOVERING AND CORRECTION
- SEPARATE CONTRACTORS OF WORK
7. MISCELLANEOUS PROVISIONS 14. TERMINATION OF THE CONTRACT
Copyright 1975, O 1980, by The American Institute of Architects, 1735 New York Avenue, N.W., Washington. O.C. 20006.
. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates
the copyright laws of the United States and will be subject to legal prosecution.
AIA DOCUMENT A201/UN • GENERAI CONpITIONS Of THE CONTRACT fOR CONSTRUGTION
CONSTRUCTION MANAGEMENT EDITION • JUNE 1980 EOITION • 111AO • OO 1480 • THE
HMERIUN INSTITUTE OF ARCWITECTS, 1735 NEW YORK AVE.. N.VV., WASHI►JGTON, D.C. 20006 A201/CM - 1980 1
C.
INDEX
Acceptance of Defective of Non-Conforming Work ..6.2.2, 13.3 Ciaims for Additional Cost or Time .....83.2, 8.3.3, 12.2.1, 12.3
- Acceptance of Work . . . . . .9.5.5, 9.8.1, 9_9.1, 9.9.3 Claims (or Damages . . . . . . . . . . .6.1.1, 6.2_5, 7.4, 8.3, 9.6.1.2
Access to Work . . . . . . . . . . . . . . . . . .2.3.6, 6.2.1 Claims and Disputes Between Contractor
Accident Prevention . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3.5, 10 and Owner . . . . . . . . . . . . . .2.3.12, 2.3.15, 2.3.23, 4.18.2, 7.9
Acts and Omissions . . . . . . . . . . ..4.18.3, 7.4, 7.6.2, 8.3.1, 10.5 Clcaning Up . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.15,6.3
Addenda, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1.1 Commencement of the Work, Conditions Relating to .3.2.1, 4.2,
, Additional Costs, Claims for . . . . . . . . . . . . .12.3 4.7.1, 4.10, 5.2.1, 6.2.2, 7.5, 9.2, 11.1, 11.3.4
ADMINIS7RATION OF THE CONTRACT ..2, 4.3.3 Communications ..2.3.2, 3.2.6, 4.9.1, 4.16
Agreement, Extent of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1,1.2 Completion,
All Risk Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.3.1 Conditions Relating to . . .2.3.21, 4.11, 4.15, 9.4.2, 9.9, 13.2.2
Allowances ...........................................4.8 COMPLETION, PAYMENTS AND ..........................9
~ Applications for Payment, Contractor's .......2.3.8, 9.2.1, 9.3.1, Completion of the Project, Substantial ..8.1.4, 9.8.3, 9.8.4,
~ 9.3.3., 9.5.3, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 9.9.5, 11.3.1, 14.2.2 9.9.4, 9.9.5, 9.9.6, 13.2.1, 13.2.2
Applications for Payment, Completion of the Work, Substantial ......2_3.21, 8.1.1, 8.1.3,
Project . . . . . . . . . . . . . . . . .2.3.8, 2.3.9, 93.1, 9.4, 9.6.1, 9.7.1 ~ 8.2.2, 9.8, 9.4.2, 9.9.3, 11.3.9
Approvals . . . . .2.3.18, 3.4, 4.3.3, 4.5, 4.12.4, Compliance with Laws . . . . . .1.3, 2.1.1, 4.6, 4.7, 4.13, 7.1,
4.12.5, 4.12.6, 4.12.8, 4.13.2, 7.7, 9.3.2 7.6.1, 7.7.1, 10.2.2, 14.2.1
Arbitraiion .....2.3.15, 2.3.23, 6.2.5, 7_9, 8.3.10 11.3.7, 11.3.3 Concealed Conditions . . . . . . . . . . . . . . . . . . . . . . . ..12.2
Architect, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.1 Consent, Written . . . . . . . . . . . . . . . . . . . .2.3.22, 4.14.2, 7.2, 7.6.2,
Architect, Extent of Authority .2.3, 3.4, 4.12.8, 5.2, 7.7.2, 9.8.1, 9.9.2, 9.9.3, 11.3.9
8.13, 8.1.4, 83.10 9.2, 9.3_1, 9.4, 9.5.3, 9.6, 9.8, 9.9.1, 9.9.3, Construction Manager, Definition of . . . . . . . . . . . . . . . . . . . . .2.2
- 12.1.1, 12.1.4, 12.3.1, 12.4.1, 13.1, 13.2.1, 13.2.5, 14.2 ConStruction Manager's Approval . . . . . . . . . . . . . . .4.10.1, 4.13.2
Architect, Limitations of Authoricy and Responsibility .....23.2 Construction Manager's
through 2.3.5, 2.3_13 through 2.3.18, 2.3.22, 4.12.6, Additional Services .3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2
5.2.1, 9.4.2, 9.5.4, 9.5.5, 12.4 Construction Manager's Authority and Responsibility .....2.3.3,
Architect's Additional Services ...3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2 2.3.5, 2.3.16, 2.3.10, 2.3.22, 4.8.1, 4.17.1, 4.18.3,
Architect's Approvals ......2.3.18, 3.4, 4.5, 4.12.6, 4.12.8, 4.18.3 7.7.4, 9.2, 10.2.5, 11.3_6, 12.1.4, 14.1.1
- - Architect's Authority to Reject Work . . . .2.3.16, 4.5, 13.1.2, 13.2 Construction Manager's Confirmation . . . . . . . . . . . . . . . . . . . .9.9.3
Architect's Copyright . . . . .....1.3 Construction Manager's Consultation with the Architect .23.12,
, ArchitecYs Decisions ..2.3.10 ihrough 2.3.16, 7.7.2, 2.3.16, 2.3.19, 2.3.21, 3.4.1, 9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1
7.9.1, 9.2, 9.4, 9.6.2, 9.8.1, 12.1.4, 12.3.1 Construction Manager's Coordination and Scheduling ....2.3.?,
Architect's Inspections .2.3.16, 2.3.21, 9.4.2, 9.8.1, 9.9.1 ' 2.3.17, 4.3.1, 4.10.1, 4.12.4
Architect's Instructions . . . . . . . . . .2.3.16, 2.3.19, 7.7.2, 12.4, 13.1. . Construction Manager's Decisions . . . . . . . . . . . . . . . . . .6.3, 8.3.1
ArchitecCs Interpretations .._2.3.10 through 2.3.13, 12.3:2 Construction Manager's Determinations ..2.3.3, 6.3.1, 7.7.2, 8.3.1
~ - ArchitecYs. On-Site Observations . . . . . . .2.3.4, 2.3.6, 2.3.9, 7.7. I, Construction Manager's tnterests . . . . . . . . . . . . . . . .11.3.1, 11.3.2
7.7.4, 9.4.2, 9.6.1, 9.9.1 Construction Manager's Recommendations ....2.3.6, 2.3.9, 9.31,
Architect's Relationship with Contractor ......1.1.2, 2.3.5, 2.3.6, 9.4.1, 9.7.1, 9.9.1, 12.1.1
2.3.13, 2.3.16, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6 Construction Manager's Relationship
Architect's Relationship with with Architect . . . . . . . . . . . . . . . . . . .1.1.2, 2.3.1, 2.3.3, 2.3.21
Subcontractors . . . . . . . . . . . . . . . . . .1.1.2, 2.3.16, 9.5.3, 9.5.4 Construction Manager's Relationship with Contracior . . . . .1.1.2,
Architect's Representations . . . . . . . . . . . . . . .9.4.2, 9.6.1, 9.9.1 2.3.15, 2.3.16, 3.2.6, 4.2.1, 4.3.3, 4.5, 4.7.3, 4.11.1, 4.12.4, 4.12.6,
Artistic EHect . . . . . . . . . . . . . . . . . . . . .1.2.3, 2.3.14, 2.3.15, 7.9.1 4.16.1, 4.17.1, 4.18, 5.2, 6.2.1, 6.2.2, 7.6.2, 7.7, 7.9.1, 7.9.2,
Attorneys' Fees . . . . . . . . . . . . . . . . . . • - . . _ . . . .4.18.1, 6.2.5, 9.9.2 8.3.1, 8.3.2, 9.4.1, 9_5.4, 9.8.1. 9.9.1, 10.2.6, 11.1.4, 11.3_6
Award of Separate Contracts . . . . . . . . . . . . . . . . . . . . . . . . .6.1.1 Construction Manager's Relationship
Award of Subcontracts and Other Contracts (or with Subcontractors . . . . . . . . . . . . ..1.1.2, 2.3.16, 5.3.1
Portions o( the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5.2 Consiruction Manager's Review . . . . . . . . _ _ . . .2.3.8, 2.3.17, 5.2.1
Construction Schedule, Contractor's . . . . . . . . . . . . . . . . . . . . . 4.10
- ' Boiler and Machinery Insurance . . . . . . . . . . . . . . . . . . .11_3.2 Contract, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .T.1.2
Bonds, Lien . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.3.3, 9.9.2 Contract Administration . . . . _ . . . . _ . . . . . . . . . . . . . . . . .2.3, 4.3.3
, Bonds, Performance, Labor and Matenal Payment .....7.5, 9.9.3 Contract Award and Execution,
6uilding Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.7 Conditions Relating to . . . . . .4.7.1, 4.10, 5.2, 7.5, 11.1, 11.3.4
CONTRACT DOCIJMENTS ...............................1
Certificate of Substantial Completion .9_8.1, 9.8.2, 9.8.3, 9.8.4 Contract Documents,
, Certificates of Inspection, Testing or Approval . . . . . . . . . . . .7.7_3 Copies Furnished and Use of . . . . . . . . . . . . . . .1.3, 3.2.5, 5.3
~ CertifiCates of Insurance ........................9.3.2, 11.1.4 Contract Documents, Oefinition of ..1.1.1
Certificates for Payment, Project . . . .2.3.9, 2.3.21, 9.4, 9.5.1, Contract Modifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1.1, 12
9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3,12.1.40 14.1.1,14Z.2 Contract Sum, Definition of . . . . . . . . . . . . . . . . . . . . . . . . . . .9.9.1
Change Orders . . . . . . .1.1.1, 2.3.19, 3.4, 4.8.2.3, 4.11.1, Contract Termination . . . . . . . . . . . . . . . . . . . ....14
5.2.3, 7.7.2, 8.3.1, 9.7, 9.9.3, 11.3.1, 11.3.5, 11.3.7, Contract Time, Oefinition of . . . . . . . . . . . . . . . . . . . . . . . . . . .8.1.1
~ 12.1, 12_2.1, 12.3.1, 13.1.2, 13.2.5, 13.3.1 CONTRACTOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
- Change Orders, Definition of . . . . . . . . . ..12.1.1 Contractor, Definition of . . . . . . . . . ...4.1, 6.1.2
CHANGES IN THE WORK . . . . . . . . . . . . . . . . . .2.3.19, 4.11.1, 12 Contractor's Construction Schedule . . . . . _ . . . . . . . . . . . . . . .4.10
~ AIA DOCUMENT A201/CM • GENERAI CONDITION$ Of THE CONTRrCT fOR CONSTRUCTION
CONSTRUCTION AMNAGEMENT EDITION • JUNE 1980 EOITION • AlAm • O 19W • THE
2 A201/CM-1980 MAERICMI INSTITUTE Of /1RCHlTECTS. 1735 NEW YORK AVE.. N.W.. WASHINGTON, D.C. 20006
i .
I •
i
i 1.
Contractor's Employees ......43.2, 4.4.2, 4.8.1, 4.9, 4.18, 10.2.1 Execution and Progress of the Work .........1.1.3, 1.2.3, 23.4,
' through 10.2.4, 10.2.6, 10.3, 11.1.1 2.3.5, 2.3.11, 4.2, 4.4.1, 4S, 4.7.1, 62.2, 7.9.3,
Contracior's Liability Insurance . . . . . . . . . . . . . . . . . . . . . . .11.1 8.2.2, 8.3.1, 8.3_2, 9.6.1, 10.2.3, 10.2.4, 14.2
Contrador's Relationship with Architect .1.1.2, 2.3.5, 2.3.6, Execution, Correlation and Intent of
2.3.13, 2.3.16, 4.3.3, 4S, 4.7.3, 4.12.6, 4.18, 113.6 the Contract Documents . . . . . . . . . . . . . . . . . . . . . .1.2, 4.7.1
~ Contractor's Relationship with Construction Manager . . . . .1.1.2, Extensions of Time . . . . . . . . . . . . . . . . . . . . . . . .83, 12.1.1, 12.1.2
2.3.15, 2.3.16, 3.2.6, 4.2.1, 4.33, 4.5, 4.7.2, 4.11.1, 4.12.4,
4.12.6, 4.16.1, 4.17.1, 4.18, 5.2, 6.2.1, 6.2_2, 7.6.2, 7.7, 7.9.1, Failure of Payment by Owner . . . . . . . . . . . . . . . . . . . . .9.7, 14.1
7.9.2, 8.3.1, 8.3.2, 9.4.1, 9.5.4, 9.8.1, 9.9.1, 10.2.6, 11.1.4, 11.3.6 Failure of Payment of Subcontractors ......9.6.1.3, 9.9.2, 14.2.1
Contractor's Relationship with Separate Contractors Failure to Carry out the Work . . . . . . . . . . . . . . . . . .23.5
and Owner's forces . . . . . . .3.2J, 6 Final Completion and fina) Payment .2.3.15, 2.3.21, 9.9, 13.3.1
Con[ractor's Relationship with ' Financial Arrangements, Owner's . . . . . ..3.2.1
Subcontracton ..1.2.4, 5.2, 5.3, 9.5.2, 11.3.3, 11.3.6 Fire and Extended Coverage Insurance ...11.3.1
Contractor's Representations ...........1Z.2, 4.5, 4.12.5, 9.3.3
Contractor's. Responsibility for Those
Governing Law . . . ...........7.1
Performing the Work . . . . . . . . . . . . . . . . . . . . . 4.3.2, 4.18, 10
Contractor's Review of Contract Documents ....1.2.2, 4.2, 4.7.3
Contractor's Right to Stop the Work . . . . . . . . . . . . . . . . . . . . .9.? Indemnification . . . . . . . . . . . . . . . . . . . . . . . .4.17, 4.18, 6.2.5, 9.9.2
Contractor's Right to Terminate the Contract ......14.1 Identification of Contract Oocuments .......1.2.1
Contractor's Submittals . . . . . . . . .2.3.18, 4.10, 4.12, 5.2.1, Identification of Subcontractors and Suppliers . . . .5.2.1
, 5.2.3, 9.2, 9.3.1, 9.8.1, 9.9.2, 9.9.3 Information and Services Required of
, Contractor's Superintendent . . . . . . . . . . . . . . . . . . .4.9, 101.6 the Owner . . . . . . . . . . . . . . . . . . . . . . .3.2, 6.1, 9, 11.2, 11.3
Contractor's Supervision and Inspections . . . . . . . . . . . . . .2.3.16, 2.3.21, 4.3.3, 7.7, 12.1.2, 9.9.1
Construction Procedures ......1.2.4, 2.3.5, 4.3, 4.4, 10 Instructions to Bidders ................1.1.1
Contractual Liability Insurance . . . . . . . . . . . . . . .11.1.3 Instructions to the Contractor . . . . . . . . . .2.3.2, 3.2.6, 4.8.1, 7.7.2,
Coordination and Correlation .........1.2.2, 1.2.4, 4.3.1, 4.10.1, 12.1.2, 12.1.4
4.12.5, 6.13, 6.2.1 INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..9.8.1,11
Copies Furnished of Drawings and Specifications ..1.3, 3.2.5, 5.3 Insurance, Contractor's Liability . . . . . . . . . . . . . . . . . .11.1
, Correction of Work . . . .3.3, 3.4, 10.2.5, 13.2 Insurance, Loss of Use . . . . . . . . .11.4
Cost, Oefinition of . . . . . . ......12.1.4 Insurance, Owner's liability . . ................11.2
Costs ....3.4, 4.8.2, 4.15.2, 5.2.3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1, Insurance, Property ...........11.3
7.7.2, 9.7, 11.3.1, 11.3.5, 12.1.3, 12.1.4, 12.3, 13.1.2, 13Z, 14.2.2 Insurance, 6oiler and Machinery . . . . . . . . . . . . . . . . . . . . . .113.2
Cutting and Patching of Work . . . . . . . . . . . . . . . . . . . . . . . ...4.14 Insurance, Special Hazards . . . . . . . . . . . . . . .11.3.5
Insurance, Stored Materials . . . ..9.3.2, 11.3.1
Damage to the Work . . . . . . . . . . ..4.14.2, 10.2.1.2, 10.2.7, 11.3.1 Insurance Companies, Consent to Partial Occupanty ...11.3.9
Damage to Work . . . . . . . . . . .4.14.2, 4.18.1, 6.2.4, 6.2.5, 9.6.15, Insurance Companies, Settlement With . . . . . . . . . . . . . . . . .11.3.8
10.2.1.3, 101.2, lOZ.S, 10.3, 13Z.6 Intent of the Contract
Damages, Claims for . . . . .6.1.1, 6.2.5, 7.4, 9.6.1.2 Documents . . . . . . . . . .1.2.3, 2.3.10: 2:3.13, 2.3.14, 12.4
Damages (or Delay . . . . .............6.1.1, 8.3.4, 9.7 Interest . . . . . . . . . . . . . . . .7.8
Day, Dcfinition of . . . . . ...........8.1.5 Interpretations, Written . . . . . .1.1.1, 2_3.11, 2.3.12, 2.3.13, 12.4
Oecisions of the Architect .........2.3.10 through 2.3.16, 7.7.2, Labor, Materials and Equipment .......1.1.3, 4.4, 4.5, 4.12, 4.13,
7.9.1, 9.2, 9.4, 9.6.1, 9.8.1, 12.1.4, 12.3.1
Oecisions of the Construction Manager ..............6.3, 8.3.1 4•15.1, 6.2.1, 9.3.2, 9.3.3, 9.6.1.3, 9.2.2, 10.2.1.2,
11.3.1, 12.1.4, 13.2.2, 13.2.5, 14
Defective or Non-Conforming Work, Acceptance, labor and Mate.rial Pa ment Bond 7.5
Rejection and Correction of ......2.3.4, 2.3.16, 3.3, 3.4, 4.5, Labor DisP Y '
6.2.2, 6.2.3, 9.6.1.1, 9.9.4.2, 13 utes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.3.1
, 2.1, 2.2, 3.1 tfirouh Laws and Regulations ...1.3, 2.1.1, 4.6, 4.7, 4.13, 7.1,
Definitions . . . . . . . . . . . . 1.1 , 4.1, 4.12.1
~ 4.12.3, 5.1, 6.1.2, 8.1, 9.1.1, 12.1.1, 12.1~.4 7.6.1, 7.7.1, 10.2.3, 14
Liens . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.3.3, 9.9.2, 9.9.4.1
' and Exte~sions of Time . . . . . . . . . . . . . . . . . . . . . . . . . . 8.3
Delays
Disputes . . . . . . . . . . . . .2.3.12, 23.15, 2.3.23, 6.2.5, 63, 7.9.1 Limitations of Authority . . . . . . . . . . . . . . . .2.3.2, 113.8, 12.4.1
Documents and Sam les at the Site . . . . . . . . . . . . . . . . . . . . . 4.11 Limitations o( Liabiliry ......2.3.13, 2.3.16, 2_3.18, 3.3, 4.2,
p 4.7.3, 4.12_6, 4.17, 4.18, 6.2.2, 7.6.2, 9.4.2,
Orawings and Specifications, 9.5.4, 9.9.4, 9.9.5, 10.2.5, 11.1.2, 11.3.6
, Use and Ownership of ................1.3, 3.2.5, 4.11, 53 Limitations of Time, General ..2.3.11, 2.3.18, 3.2.1, 3.2.4,
4.2,4.7.1,4.7.3,4.12.4,4.15.1,5Z.1,5.2.3,6.2.2,7.4,
Easements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3.2.3 7.7, 7.9.2, 8.2, 9.5.2, 9.6.1, 9.8, 9.9, 11.3.1, 71.3.4,
Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10.3 11 .3.9, 12.1.4, 12.4, 13.2.1, 13.2.2, 13.2.5
' Employees, Contractor's ..4.3.2, 4.4.4, 4.8.1, 4.9, 4.18, Limitations of 7ime, Specific ..3.4, 4.10, 7.9.2, 8.2, 8.3.2,
10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1 8.3.3,9.2,9.3.1,9.4.1,9.5.1,9.7,11.1.4,11.3.8,
Equipment, Labor, Materials and ......1.1.'1, 4.4, 4.5, 4.12, 4.13, 12.2, 12.3.1, 13.2.2, 13.2.7, 14.1, 14Z.1
' 4.15.1, 6.2.1, 9.3.2, 9.3.3, 9.6_1.3, 9.9.2, Limitations, Statutes of . . . . . . . . . . . . . . . . . . .7.9.2, 13.2.2, 13.2.7
10.2.1.2, 11.3.1, 12.1.4, 13.2.2, 13.2.5, 14 Loss of Use Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.4
C '
. AIA OOCUMENT A201/CM • GENERAL CONOITIONS Of THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EDITION • JUNE 1980 EDITION • AIAO • p 1980 • THE
AINERIUN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE.. N.W_, WASHItJGTON, D.C. 20006 A201/CM-1980 3
I
- . \
Materials, Labor and Equipment ....1.1.3, 4.4, 4_5, 4.12, 4.13, Pertormance 6ond and labor and Materia) Payment Bond ...7.5
4.15.1, 6.2.1, 9.3.2, 9.3.3, 9.6.1.3, 9.9.2, Permits, Fees and Notices . . . . . . . . . . . .3.2.3, 4.7, 4.13, 10.2.2
10.2.1.2, 11.3.1, 12.1.4, 13.2.2, 13.2_5, 14 pERSONS AND PROPERTY, PROTECTION OF .......10
Material Suppliers ........................4.12.1, 5Z.1, 9.3.3 Product Data, DeFinition of ..........................14.2Z
Means, Methods, 7echniques, Sequences and Product Data, Shop Drawings, Samples and ...2.3.18, 4.2.1, 4.12
and Procedures of Construction .....2.3.5, 4.3.1, 9.4.2 Progress and Completion ....................2.3.4, 7.9.3, 8.2
Minor Changes in the Work .1.1.1, 2.3.19, 12.4 Progress Payments .7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4
MISCELLANEOUS PROVISIONS ...........................7 Project, Definition of ................................1.1.4
~ Modifications, Definition of . . . . . . . . . . . . . . . . . . . . .1.1.1 project Construction Schedule . . . . . . . . . . . . . .4.10
Modifications to the Contract ......1.1.1, 1.1.2, 2.3.2, 2.3.22, property Insurance ....................................11.3
4.11.1, 4.7.3, 12 PROTECfION OF PERSONS AND PROPERTY . . . . . . . . . . . . . .10
Mutual Responsibility ..................................6.2
• Record Documents . . . . . . . . . . . . . . . . . . . . . . . . . . .4.11
, . Non-Conforming Work, Acceptance of Oefective or . . . . . . .13.3 Regulations and Laws . . . . . . . ..1.3, 2.1.1, 4.6, 4.7, 4.13.1,
Notice, Written .....2.3.11, 2.3.15, 4.2, 4.7.3, 4.7.4, 4.9, 7,1, 10.2.2, 14
4.12.6, 4.12.7, 5.2.1, 7.3, 7.4, 7.9.2, 8.1.2, 8.3.2, 833, Rejection of Work . . . . . . . . . . . . . . . . . . . . . . . .2.3.16, 4.5.1, 13.2
- 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.2.6, 11.1.4, 11.3_1, Releases of Waivers and Liens . . . . . . . . . . . . . . . .9.9.2, 9.9.4
~ 11.3.5, 11.3.7, 11.3.8, 12.2, 12.3. 13.2_2, 13.2.5, 14 Representations 1.2.?. 4.5, 4.13.5. 9.4.2, 9.6.1, 9.9.1
Notices, Permits, fees and ..2.3.2, 4.7, 4.13.1, 10.2.3 Representatives ....2.1, 2.2, 2.3.2, 2.3.22, 3.1, 4.1, 4.9, 5.1, 9.3.3
Notice of Testing and Inspections .....7.7 Responsibility for Those Periorming the Work ..2.3.5, 4.3.2,
, Notice to Proceed . . . . . . . . . . . . . . . . . . . . . . . . .8.1.2 6.13, 6.2, 9.8.1
, Retainage . . . . . . . . . . . ...9.3.1, 9.5.2, 9.8.2, 9.9.2, 9.9.3
' Observations, Contractor's 1_2.2, 4.7.3 Review of Contract Oocuments by the Contractor .......1.2.?,
Occupancy . . . . . . . . . . . . . . . . . . . . . . .8.1.3, 8.1.4, 9.5.5, 11.3.9 4.2, 4.7.3
- n-Site Insp~ctions Reviews oi Contractor's Submittals by Owner and
O
• Archi
by the Architect . . . . . . . . . . .2.3.16, 2.3.21, 9.4.2, 9_8.1, 9.9.1 tect . . . . . . . . . . . . . . .2.3.18, 4.10, ~.12, ~.2.1, 5.2.3, 9?
~ On-Site Observations by the Architect . . . . . .2.3.4, 23.6, 2.3.9, R~ghts and Remedies . . . . . . . . . . . . .1.1.2, 2.3.15, ?.3.16, 3.3, 3.4,
7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 5.3, 6.1, 6.3, 7.6, 7.9, 8.3.1, 9.6.1, 9.7,
Orders, Written . . . . . . . . . . . . . . . .3.3, 4.9, 12.1.4, 12.4.1, 13 1 10.3, 12.1.2, 12.2, 13.2.2, 14
, OWNER ...............................................3 Royalties and Patents .................................4.17
Owner, Definition .....................................3.1
Owner, Inforrnation and Services Safety of Persons and Property .........10.2
Required of the . . . . . . . .3.2, 4.7.1, 6.1.3, 6.2, 9, 11.2, 11.3 Safety Precautions and Programs . . . . . . . . . . . ...2.3.5, 10.1
~ Owner's Authority . . .....2.3.21, 7.7.2, 9.3_1, 9.3.3, Samples, Definition of . . . . . ....4.12.3
• 9.8.1, 11.3.8, 12.1.2, 12.1.4 Samples, Shop Drawings, Product Data and ...2.3.17, 2.3.18,
Owner's Financial Capability . . . .3.2.1 4.2, 4.12
Owner's Liability Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.2 Samples at the Site, Documents and . . . . . . . . . . . . . . . . . . . .4.11
Owner's Relationship with Subcontractors . . . . . ..1.1.2, 9.5.4 Schedule, Contractor's Construction . . . . . ...4.10
Owner's Right to Carry Out the Work . . . . . . ..3.4, 13.2.4 Schedule, Project Construction . . . . . .........4.10
Owner's Right to Clean Up . . . . . . . . . . . . . . . . . . . . . . .4.15.2, 6.3 Schedule of Values . . _ _ . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.2
Owner's Right to Perfocm Work and to Separate Contracts and Contractors .....4.14.2, 6, 11.3.6, 13.1.2
Award Separate Contracts . . . . . . . . . . . . . . . . . . . . . . . . . . .6_1 Shop Orawings, Definition . . . _ . . . . . . . . . . . . . . . . _ . . . . . .4:12.1
Owner's Right to ?erminate the Contract . . . . . . . . . . . . . . .14.2 Shop Orawings, Product Data and Samples . . . . . . . . ..2.3.17,
Owner's Right to Stop the Work . . . . . . . . . . . . . . . . . . . . . . .3.3 2.3.18, 4.2, 4.12
Ownership and Use of Documents . . . . . . . . . . . . . .1.3, 3.2.5, 5.3 Site, Use of . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . .4.13, 6.2.1
Site Inspections ...1.2.2, 2.3.4, 2.3.21, 7_7, 9.8.1, 9.9.1
Patching of Work, Cutting and ......4.14 Site Visits, Architect"s ....2.3.0, 2.3.6, 2.3.9, 7.7.1,
Patents, Royalties and . . . . . . . . . . . .4.17.1 7.7.4, 9.4.2, 9.6.1, 9.9.1
~ Payment Bond, Labor and Material . . . . . . . . . . . . . . . . . . . . . . .7.5 Special Inspection and Testing . . . . . . . . . . . . . . . . . . . .2.3.16, 7.7
Payment, Contractor's Applications for . . . . . .2.3.8, 9.2, 9.3, 9.4, Special Hazards Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . .11.3.5
. 9.5.3, 9.6.1, 9.7.1, 9.8.2. 9.9.1, 9.9.5, 14.2.2 Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.1.1, 1.2.4, 1.3
, Payment, Project Certificates for . . .2.3.9, 2.3.21, 9.4, 9.5.1, Statutes of Limitations . . . . . . . . . .7.9_2, 13.2.2, 13.2.7
' 9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1.4, 14.1.1, 14.2.2 Stopping the Work . . . . . . . . . . . . . . . . . . . . . .3.3, 9.7.1, 10.3, 14.1
- Payment, Failure of . . . . . . . . . . . .9.5.2, 9.6.1.3, 9.7, 9.9.2, 14 Stored Materials . . . . . . . . _ . . _G.2.1, 9.3.2, 10.2.1.2, 11.3.1, 13.2.5
Payment, final 2.3.15, 2.3.21, 9.9, 13.3.1 SUBCONTRACTORS ....................................5
Payments, Progress . . . . . . . . . .7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4 Subcontractors, Deiinition of . . . . . . . . . . . . . . . . . . . . . . . . . .5.1.1
~ • PAYMENTS AND COMPLETION . . . . . . . . . . . . . . . . . . . . . . . . . .9 Subcontractors, Work by . . . _ . . . . . . . . . .1.2.4, 2.3.5, 4.3.1, 4.3.2
Payments to Subcontractors . . . . . . . . . .9_5.2, 9.53, 9.5.4, 9.6.1.3, Subcontractual Relations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5.3
11.3.3, 14.2.1 Submittals . . . . . . . . . . . . . . . .1.3, 2.3.18, 4.10, 4.12, 5.2.1, 5Z.3,
i Payments Withheld . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .9.G 9.2, 9.3.1, 9.8.1, 9.9.1, 9.93
i
AIA OOCUMENT A201/CM • GENERAI CONDITIONS Of THE CONTR^CT fOR CONSTRUCTIOM
~ CONSTRUCTION MAN^GEMENT EOITION • JUNE 1980 EOITION • AIAO • @ 1980 • THE
- 4 A201/CM-1980 ,iMERICAN INSTITUTE Of ARCHI7ECT5, 1735 NEW YORK AVE.. N.W., WASHINGTON, O.C. 20006
Subrogation, Waiver of ..............................11.3.6 Time Limits, Specific ...............3.4, 4.10, 7.9.2, 8.2, 8.3.2,
Substantiai Completion of the Project ........8.1.4, 9.8.3, 9.8.4, 8.3.3, 9.2, 93.1, 9.4.1, 9.5.1, 9.7, 11.1.4,
~ 9.9.4, 9.9.5, 9.9.6, 13.2.1, 13.2.2 11.3.8, 12.2, 12.3.1, 13.2.2, 13.2.7, 14.1, 14.2.1
Substantial Completion of the Project, Definition of ......8.1.4 Titie to Work ..................................9.3.2, 9.3.3
' Substantial Completion of the Work ........2.3.21, 8.1.1, 8.1.3,
, 8.2.2, 9.4.2, 9.8, 9.9.3,11.3.9 UNCOVERING AND CORRECTION OF WORK . . . . . . . . . . . . .13
Substantial Completion of the Work, Oefinition of . . . . . . . .8.1.3 Uncovering of Woric . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .13.1
Substitution of Subcontractors . . . .......5.2.3, 5.2.4 Unfoneen Conditions . . . . .....8.3.1, 12.2
Substitution of the Architect ...2.3.23 Unit Prices . . . ..........12.1.3.2, 12.1.5
Substitution of the Construction Manager . . . .2.3.23 Use of Documents . . . . . . . . . . . . . . . . .1.3, 3.2.5, 5.3
Substitutions of Materials . . . . . . . . . . . . . . . . . . . . . . . .4.5, 12.1.4
Sub-subcontractors, Definition of . ......................5.1.2 Use of Site . . . . . . . . . . . .........4.13, 6.2.1
Subsurface Conditions ...............................12.1.1
; . Successors and Assigns . .........7.2 Values, Schedule of . ........9.2
' Supervision and Construction Procedures ...1.2.4, 23.5, Waiver of Claims by the Contractor .7.6.2, 8.3.2, 9.9.5, 11.3.6
4.3, 4.4, 10 Waiver of Claims by the Owner ......7.6.2 9.9.4, 11.3.6, 11.4.1
Superintendent, Contractor's ......................4.9, 10.2.6 yyaiver of liens ........9.9.2
i Surety, Consent of ..9.9.2, 9.93 . . .
~ Surveys . . . . . . ..................3.2.2, 4.18.3 War~anty and Warranties .2.3.21, 4.5, 9.3.3, 9.8.4,
, 9.9.4, 13.2.2, 13.2.7
Weather Delays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.3.1
Taxes ................................................4.b Words, Recognized Meaning of ........................1.2.3
Termination by the Contractor .........................14.1 Work, Definition of ..................................1.13
Termination by the Owner . . . . . . . . . . . . . . . ..74.2 WORK BY OWNER OR BY SEPARATE CONTRACTORS . . . . .6
- Termination of the Architect .........................2.3.23 Written Consent ..........2.3.22, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.3
Termination of the Construction Manager ..............2.3.23 Written Interpretations .................1.1.1, 2.3.11, 12.3.2
- TERMINATION OE THE CONTRACT . . . . . . . . . .14 Written Notice . . . . . . .2.3.11, 2.3.15, 4.2, 4.7.3, 4.7.4, 4.9, 4.12.6,
?ests . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3.16, 4_33, 7.7, 9.4.2 4.12.7, 5.2.1, 7.3, 7.4, 7.7.2, 7.9.2, 8.1.2, 8.3.2, 83.3, 9.4.1,
TIME . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8 9.6.1, 9.7, 9.9.1, 10Z.6, 11.1.4, 11.3.1, 11.3.5, 11.3.7,
Time, Oefinition of . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8.1 11.3.8, 72.2, 12.3, 13.2.2, 13.2.5, 14
Time, Oelays and Extensions of . .........8.3, 12.1, 12.3, 13.2.7 Written Orders . . . . . . . . . . ..3.3, 4.9, 12.1.4, 12.4.1, 13.1
1 AIA UOCUMENT A201/CM • GENER/1l CONOITIONS Of THE CONTiUCT FOR CONSTRUCTION
' CONSTRUCTION MANAGEMENT fDITION • JUNE 1980 EOITION •/11AIO • OO 1980 • THE A201/CM-1980 S
• MMERIC1IN INSTITUTE Of ARCHITERS, 1735 NEW YORK ^VE.. N.W., WASHINGTON, O.C. 20006
i
GENERAL CONDITlONS OF THE CONTRACT FOR CONSTRUCTION
ARTICLE 1 or any of the other Contract Documents, the Architect
CONTRACT DOCUMENTS shall identiFy such Documents.
1.2.2 Execution of thc Contract by the Contractor is a
_ 1,1 DEEIN(TIONS repcesentation that the Contractor has visited the site, be-
1.1,1 7HE CONTRAC'T DOCUMENTS • come familiar wiih the local conditions under which the
~ Work is to be performed, and has cor~elated personal
. The Contract Documents consist of ihe Owner-Contractor observations with the requirements of the Contract Docu-
Agreement, the Conditions of the Contract (Gene~al, Sup- ments.
plementary and other Conditions), the Drawings, the 1.2.3 The intent of the Contract Documents is to include
Specifications, and all Addenda issued prior to and all
Modifications issued all items necessary for the proper execution and comple-
afte~ execution of the Cont~act. A the Wo~k. The Contract Documents are comple-
, Modification is (1) a written amendment to the Contract tion menta of ry, and what is requi~ed by any one shall be as
signed by both parties, (2) a Change Order, (3) a written binding as if required by all. Work not covered in the
interpretation issued by the Arch;tect pursuant to Sub- Contract Documents will not be required unless it is con-
pa~agraph 2.3.11, or (4) a written OfC~@f for a minor sistent therewith and is reasonably inferable therefrom as
_ change in the Wo~k issued by the Architect pursuant to being necessary to produce the intended results. Words
Parag~aph 12.4. The Contract Documents do not include
6iddi and abbreviations which have well-kno~vn technical or
ng Documents such as the Advertisement or Invita- rade meanings a~e~ used i~ the Cont~act Documents in
, tion to Bid, the Instructions to Bidden, sample forms, the t accordance with such ~ecognized meanings.
Contractors Bid or portions of Addenda re(ating to any
of these, or any other documents unless specifically enu- 1•2•4 The organization of the Specitications into divi-
- merated in the Owner-Contractor Agreement. sions, sections and articles, and the arrangement of Draw-
ings shall not control the Contractor in dividing the Work
, 1.1.2 THE CONTRAC7 among Subcontractors or in establishing the extent of
The Contract Documents form the Contract for Construc- Work to be performed by any trade. '
tion. This Contract represents the entire and integrated 1.3 OWNERSHIP ANO USE OF DOCUMENTS
agreement between the parties hereto and-supersedes all
prior negotiations, representations or agreements, either 1•3.1 All Drawings, Specifications and copies thereof
. written or oral. The Contract may be amended or modi- furnished by the Architect are and sh311 remain the prop-
fied only by a Modification as defined in Subparagraph erty of the Architect. They are to be used only with re-
1.1.1. The Contract Documents shall not be construed to spect to this Project and are not to be used on any other
create any contractual relationship of any kind becween project. With the exception of one contract set for each
the Architect and the Contractor, between the Construc- Party to the Contract, such documents are to be returned
tion Manager and the Contractor or becween the Archi- or suitably accounted for to the Architect on request at
tect and the Construction Manager, but the Architect and the completion of the Work. Submission or distribution
the Construction Manager shall be entitled to perform- to meet official regulatory requirements or-for other pur-
ance of the obligations of the Contractor intended for Poses in connection with the Project is not to be con-
their benefit and to enforcement thereof. Nothing con- strued as publication in derogation of the Architect's
tained in the Contract Documents shall create any con- common law copyright or other reserved rights.
tractual relationship between the Owner, the Consiruc-
tion Manager or the Architect and any Subcontractor or ARTICLE 2
- Sub-subcontractor.
~ 1.1.3 TNE WORK ADMIN(STRATION OF THE CONTRACT
The Work comprises the completed construction required 2.1 THE ARCHITECT
--of the Contractor by the Contract Documents, and in- 2.1.1 The Architect is the person lawfully licensed to
~ cludes all labor necessary to produce such construction, practice architecture, or an entity lawfully practicing ar-
and all materials and equipment incorporated or to be cfiitecture, identified as such in the Owner-Contractor
incorporated in such construction.. Agreement. The term Architect means the Architect or
: 1,1,4 THE PRO)ECT the Architect's authorized representative.
i The Project, as defined in the Owner-Contractor Agree- 2•2 THE CONSTRUCTION MANAGER
ment, is the total construction of which the Work per- 2.2.1 The Construction Manager is the person or entity
, formed under the Contract Documents is a part. identified as such in the Owner-Contractor Agreement.
. 1,2 EXECU710N, CORRELATION AND IN7ENT The term Construction Manager means the Construction
Manager or the Construction Manager s authorized
1.2.1 The Contract Documents shall be signed in not representative.
less than quadruplicate by the Owner and the Contractor.
' If either the Owner or the Contractor or both do not sign 2•3 ADMINISTRATION OFTHE CONTRACT
~ the Conditions of the Contract, Drawings, Specifications 2.3.1 The Architect and the Construction Manager will
AIA OONMENT A201/CM • GENEfUI CONOITIONS Of THE CONTRACT fOR CONSTRUCTIO!N A201 /CM - 1980 6
CONSTRUCTIOfJ MAN11GEMENT EDITION •)UNE 1980 EOITION • Al/1A • @ 1980 • THE
' AMERIUN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON, D.C. 20006
provide administration of the Contract as hereinafter mendations of the Construction Manager and an evalua-
; described. , tion of the Project Application for Payment, the Architect
2.3.2 The Architect and the Construction Manager will WilI determine the amount owing to the Contractor and (
be the Owner s representatives during construction and Will issue a Project Certificate for Payment incorporating ~
' until final payment to all contractors is due. The Archi- such amount, as provided in Paragraph 9.4.
tect and the Construction Manager will advise and con- 2.3.10 The Architect will be the interpreter of the re-
sult wiih the Owner. All instructions to the Contractor quirements of the Contract Documents and the judge oF
. shall be forvvarded through the Construction Manager. the performance thereunder by both the Owner and the
' The Architect and the Constnuction Manager will have Contractor.
authority to act on behalf of the Owner only to the extent 2,3.11 The Architect will render interpretations neces-
provided in the Contract Oocuments, unless othervvise sary for the proper execution or progress of the Work,
modified by written instrument in accordance with Sub- With reasonable promptness and in accordance with
I i paragraph 2.3.22. agreed upon time limits. Either party to the Contract may
2.3.3 The Construction Manager will determine in gen- make written request to the Architect for such interpreta-
eral that the Work of the Contractor is being performed tions.
~ in accordance with the Contract Oocuments, and will en- 2.3,12 Claims, disputes and other matters in question
i deavor to guard the Owner against defects and deficien- between the Contractor and the Owner relating to the
cies in the Work of the Contractor. execution or progress of the Work or the interpretation
2.3.4 The Architect will visit the site at intervals appro- of the Contract Documents shall be referred initially to
~ priate to the stage of construction to betome generally the Architect for decision. After consultation with the
. familiar with the progress and quality of the Work and to Construction Manager, the Architec't "-ill 'render a deci-
determine in general if the Work is proceeding in accord- sion in writing within a reasonable time.
, ance with the Contract Documents. However, the Archi- 2_3.13 All interpretations and decisions of the Architect
. tect will not be required to make exhaustive or con- shall be consistent with the intent of and reasonably in-
_ tinuous on-site inspections to check the quality or quan- ferable from the Contract Oocuments and will be in writ-
tity of the Work. On the basis of on-site observations as ;ng or in graphic form. In this capacity as interpreter and
; an architect, the Architect will keep the Owner informed judge, the Architect will endeavor to secure faithful per-
; of the progress of the Wor1c, and will endeavor to -guard formance by both the Owner and the Contractor, will not
. the Owner against defects and deficiencies in the Work Show partiality to either, and will not be liable for the
of the Contractor. result of any interpretation or decision rendered in good
2.3.5 Neither the Architect nor the Construction Man- faith in such capacity.
, ager will be responsible for or have control or charge of
construction means, methods, techniques, sequences or 2•3.14 The ArchitecYs decisions in matters relating to
procedures, or for safety precautions and programs in artistic effect will be final if consistent with the intent of
connection with the Work, and neither will be respon- the Contract Documents.
, sible for the Contractor's failure to carry out the Work in 2•3.15 Any claim, dispute or other matter in question
' accordance with the Contract Documents. Neither the behveen the Contractor and the Owner referred to the
Architect nor the Construction Manager will be respon- Architect through the Construction Manager, except those
sible for or have control or charge over- the acts or omis- refating to artistic effect as provided in Subparagraph
sions of the Contractor, Subcontractors, or any of their 2.3.14 and those which have been waived by the making
agents or employees, or any other persons performing any or acceptance of final payment as provided in Subpara-
of the Work. graphs 9.9.4 through 9.9.6, inclusive, shall be subject to
2.3.6 The Architect and the Construction Manager shall arbitration upon the written demand of either party.
at all times have access to the Work wherever it is in However, no demand for arbitration of any such claim,
preparation and progress. The Contractor shall provide dispute or other matter may be made uncil the earlI er of
facilities for such access so that the Architect and the (1) the date on which the Architect has rendered a writ-
Construction Manager may perform their functions under ten decision, or (2) the tenth day after the parties have
the Coniract Documents. presented their evidence to the Architect or have been
2.3.7 The Construction Manager will schedule and coor- 8iven a reasonable opportunity to do so, if the Architect
dinate the Work of all contractors on the Project includ- has not rendered a written decision by that date. When
, ing their use of the site. The Construction Manager wi11 such awritten decision of the Architect states (1) that the
deci
keep the Contractor informed of the Project Construction sion is final but subject to appeal, and (2) that any
Schedufe to enable the Co~tracto~ to plan and perform demand for arbitration of a claim, dispute or other matter
the Wo~k properly. covered by such decision must be made within thirty days
after the date on which the party making the demand re-
2.3.8 The Construction Manager will review all Applica- ceives the written decision, failure to demand arbitration
tions for Payment by the Contractor, including final pay- within said thirty day period will result in the ArchitecYs
ment, and will assemble them with similar applications decision becoming (inal and binding upon the Owner
, from other contractors on the Project into a combined and the Contractor. If the Architect renders a decision
Project Application for Payment. The Construction Man- after arbitration proceedings have been initiated, such
ager will then make recommendations to the Architect decision may be entered as evidence but will not super-
for certification for payment. sede any.arbitration proceedings unless the decision is
2.3.9 6ased on the Architect's observations, the recom- acceptable to all parties concerned. :
AIA OOCUMENT A201/CM • GENEWIC CONOITIONS OF THE CONTRACT FOR CONSTRUCTIO^+
CONSTRUCTION AMN^GEMENT EOITION • JUNE 1980 EDITION • AI/1S • 0196o • THE
7 A201/CM -1980 AMERIUN INSTITUTE Of ARCHITECTS. 1735 NEW YORK ^VE., N.W., 1VASHING70N, O.C. 20006
~
~
_ 2.3.16 The Architect wiil have authoriry to reject Work 2.3.22 The duties, responsibilities and limitations of
which does not conform to the Contract Documents, and authority of che Architect and the Construction Manager
, to require special inspection or testing, but will take such as the Owner's representatives during construction as set
. action only after consuliation with the Construction Man- forth in the Contract Documents, wili not be modified or
ager. Subject to review by the Architect, the Construction extended without written consent of the Owner, the Con-
Manager will have the authority to reject Work which tractor, the Architect and the Construction Manager,
i does not conform to the Contract Oocuments. Whenever, which consent shall not be unreasonably withheld. Failure
in the Construction Manager's opinion, it is considered of the Contractor to respond within ten days to a written
necessary or advisable for the implementation of the in- request shall constitute consent by the Contractor.
' tent of the Contract Oocuments, the Construction Man- 2,3.23 In case of the termination of the employment of
ager will have authority to require special inspection or the Architect or the Construction Manager, the Owner
testing of the Work in accordance with Subparagraph shall appoint an architect or a construction manager
7.7.2 whether or not such Work be then fabricated, in- against whom the Contractor makes no reasonable objec-
~ stalled or completed. The foregoing authority of the Con- tion and whose siatus under the Contract Documents
~ struct;on Manager will be subject to the provisions of
Sub hs 2.3.10 throuh 2.3.16, inclusive, with re- shall be that of the former architect or construction man-
paragrap g ager, respectively. Any dispute in connection with such
spect to interpretations and decisions of the Architect. appo+ntments shall be subject to arbitration.
~ However, neither the ArchitecYs nor the Construction
. Manager's authority to act under this Subparagraph 2.3.16, ART{CLE 3
nor any decision made by them in good faith either to pWNER .
exercise or not to exercise such authority shall Rive rise
' to any duty or responsibility of the Architect or the Con- 3,1 DEFINITION
struction Manager to the Contractor, any Subcontractor, 3.1.1 The Owner is the person or entity identified as
any of their agents or employees, or any other person such in the Owner-Contractor Agreement. The term
performing any of the Work. Owner means the Owner or the Owner's authorized
~ 2.3.17 The Construction Manager will receive from the representative.
ContraCtor and review all ShOp Orawings, Product Data 3.2 INFORMATION AND SERVICES REQUIRED Of
and Samples, coordinate them with information conta+ned THE OWNER
i in related documents, and transmit to the Architect those
3.2.1 The Owner shall, at the request of the Contractor,
m~~ded for approval. ,
recom
at the time of execution of the Owner-Contractor Agree-
2.3.18 7he Architect will review and approve or take ment furnish to the Contractor reasonable evidence that
; other appropriate action upon the Contractor's submittals the Owner has made financial arrangements to fulfill the
' such as Shop Drawings, Product Data and Samples, but pwner's obligations under the Contract. Unless such
' on1y for conformance with the design concept of the reasonable evidence is furnished, the Contractor is not
Work and the information given in the Contract Docu- required to execute the Owner-Con tractor Agreement or
ments. Such action shall be taken with reasonable prompt- to commence the Work_
~ ness so as to cause no deiay. The Architect's approval of
a specific item shall not indicate approval of an assembly 3•2•2 The O~vner shall furnish all surveys describing the
of which the item is a compo~ent. physical characteristics, legal limitations and utility loca-
tions for the site of the Project, and a legal description of
2.3.19 Followins consultation with the Construction the site.
Manager, the Architect will take appropriate action oR 3.2.3 Except as provided in Subparagraph 4.7.1, the
Change Orders in accordance with Article 12, and will pwner shall secure and pay for necessary approvals, ease-
have auihority to order minor changes in the Work as ments, assessments and charges required for the tonstruc-
provided in Subparagraph 12.4.1.
tion, use or occupancy of permanent structures or for
2.3.20 The Construction Manager wil) maintain at the permanent changes in existing facilities.
Project site one record copy of all Coniracts, Drawings, 3,2,4 Information or services under the Owner's control
Specifications, Addenda, Change Orders and other Modi- Shall be furnished by the Owner with reasonable prompt-
~ fications pertaining to- the Project, in good order and ness to avoid delay in the orderly progress of the Work.
marked currently to retord all changes made during
constructio~, and approved Shop ~rawings, Product 3.2.5 Unless othervvise provided in the Coniract Docu-
Oata and Samples. These shall be available to the Archi- ments, the Contractor will be furnished, free of charge,
~ tect and the Contcactor, and sha(I be delivered to the all copies of Drawings and Specifications reasonably nec-
Architect for the Owner upon completion of the Project. essary for the execution of the Work.
- 2.3.21 The Construction Manager will assist the Archi- 3•2.6 The Owner shall fonward all instructions to the
' tect in conducting inspections to determine the dates of Contractor through the Construction Manager, with simul-
- Substantial Completion and final completion, and will taneous notification to the Architect.
receive and forward to the Owner for ihe Owner's review 3.2.7 The foregoing are in addition tu o[her duties and
; written warranties and related documents required by the responsibilities of the Owner enumerated herein and es-
~ Contract and assembled by the Contractor. The Architect pecially those in respect to Work By Owner or By Sepa-
- will issue a final Project Certificate for Payment upon rate Contractors, Payments and Completion, and Insur-
compliance with ihe requirements of Paragraph 9.9. ance in Articles 6, 9 and 11, respectively.
. AU DOCUMENT A291/CM • GENERAI CONDITIONS OF THE CONTRACT fOR CONSTRUCTION
_ CONSTRUCT{ON hMNnGEMENT EDITION •)UNE 1980 EOITION • Al/1O • OO 1480 • THE A201/CM - 19$O H
AMERIUN INSTII'UTE OF ^RCHITECTS, 1735 NEW YORK AVE., N.W., WASHING70N, O.C. 20006
3.3 OWNER'S RlGHT TO STOP THE WORK and shall coordinate all por-tions of the Work under the
3.3.1 If the Contractor fails to correct defective Work as Contract, subject to the overall coordination of the 'Con-
-required by Paragraph 13.2, or persistently fails to carry struction Managcr. /
out the Work in accordance with the Contract Docu- 4.3.2 The Contractor shall be responsible to the Owner ~
ments, the Owner, by a written order signed personally or for ihe acts and omissions of the Contractors employees,
, by an agent specifically so empowered by the Owner in Subcontractors and their agents and employees, and any
- writing, may order the Contractor to stop the Work, or other persons performing any of the Work under a con-
any portion thereof, until the cause for such order has tract with the Contractor.
been eliminaced; however, this right of the Owner to stop 4.3.3 The Contractor shall not be relieved from the
the Work shall not give rise to any duty on the part of the Contractors obligations to perform the Work in accord-
Owner to exercise this right for the benefit of the Con- ance with the Contract Documents either by the activities
tractor or any other person or entity, except to the extent or duties of the Construction Manager or the Architect
~ required by Subparagraph 6.1.3. in their administration of the Contract, or by inspections,
I' 3.4 OWNER'S RIGHT TO CARRY OUT THE WORK tests or approvals required or performed under Paragraph
`
3.4.1. If the Contractor defaults or neglects to carry out 7.7 by persons other than the Contractor.
• ihe Work in accordance with the Contract Documents, 4•4 LA60R AND MA7ERIALS
and fails within seven days after receipt of written notice 4.4.1 Unless othervvise provided in the Contract Docu- - from the Owner to commence and continue correction of inents, the Contractor shall provide and pay for all labor,
such default or neglect with diligence and promptness, materials, equipment, tools, construction equipment and
, the Owner may, after seven days following receipt by the machinery, water, heat, utilities, transportation, and other
Contractor of an additional written notice and without facilities and services necessary for the proper execution
prejudice to any other remedy the -Owner may have, and completion oF the Work, whether temporary or per-
make good such deficiencies. In such case an appropriate manent and whether or not incorporated or to be incor-
Change Order shall be issued deducting from the pay- porated in the Work.
' ments then or thereafter due the Contractor the cost of 4.4.2 The Contractor shall at all times enforce strict dis-
' correcting such deficiencies, including compensation for c;pline and good order among the Contractor's em-
the Architect's and the Construction Managers additiona) ployees and shall not employ on the Work any unfit per-
services made necessary by such default, neglect or fail- Son or anyone not skilled in the task assigned them.
' ure. Such action by the Owner and the amount charged
' to the Contractor are both subject to the prior approval 4-S WARRANTY
of the Architect, after consultation with the Construction 4.5.1 The Contractor warrants to the Owner, the Archi-
Manager. If the payments then or thereafter due the Con- tect and the Construction Manager that all materials and
i tractor are not sufficient to cover such amount, the Con- equipment furnished under this Contract will be new un-
- tractor shall pay the difference to the Owner. less otherwise specified, and that all Work will be of good
quality, free from faults and defects and in conformance
ART(CLE 4 with the Contract Documents. All Work not conforming
CON7RACTOR to these requirements, including substitutions not prop-
- erly approved and authorized, may be considered defec-
4.1 DEFINITION tive. If required by the Architect or the Construction Man-
4.1.1 The Contractor is the person or entity identified as ager, the Contractor shall furnish satisfactory evidence as
such in the Owner-Contractor Agreement. The term Con- to the kind and quality of matenals and equipment. This
tractor means the Contractor or the Contractors author- Warranty is not limited by Ihe provisions of Paragraph
ized representative. 13.2.
4,2 REVIEW OF CONTRACT DOCLIMENTS 4.6 TAXES ,
4.2.1 The Contractor shall carefully study and compare 4.6.1 The Contractor shall pay all sales, consumer, use ,
the Contract Documents and shall at once report to the and other similar taxes for the Worlc or portions thereof
Architect and the Construction Manager any error, incon- provided by the Contractor whicli are legally enacted at
sistency or omission that may be discovered. The Con- the time bids are received, whether or not yet effective.
tractor shal) not be liable to the Owner, the Architect or 4 7_ PERMtTS, FEES AND NOTICES
_ the Construction Manager for any damage resulting from 4 7.1 Unless otherwise provided in the Contract Oocu-
, any such errors, inconsisiencies or omissions in the Con- ments, the Owner shal) secure and pay for tfie building
tract Documents. The Contractor shall perform no portion permit and the Contractor shall secure and pay for all
of the Work at any time without Contract Oocuments or,
where required, approved Shop Drawings, Product Data other permits and govemmental fees, licenses and inspec-
or Samples for such portion of the Work. tions necessary for the proper execution and completion
of the Work which are customarily secured after execu-
~ 4,3 SUPERVISION AND CONSTRUCTION
tion of the Contract and which are legally requireat t e
PROCEDURES time bids are received.
4.3.1 The Contractor shall supervise and direct the 4.7.2 The Contractor shall give all notices and comply
Work, using the Contractors best skill and attention. The with all laws, ordinances, rules, regulations and lawful
-Contractor shall be solely responsible for all construction orders of any public authority bearing on the perform-
means, methods, techniques, sequences and procedures; ance of the Work.
• ; AIA OOCUMENT A2011C1v1 • GENERAL CONOITIONS Of THE CONTR/1CT FOR CONSTRUCTION
. CONSTRURION MAN^GEMENT EDITION • IUNE 1980 EDITION •AIAIV • O 1980 • TNE
9 A201/CM -1980 AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK ^VE.. N.W. WASHINGTON, D.C. 20006
i ~
-
4.73 It is not the responsibility of the Contractor to conditions of the Work and the Project, subject to the make Certain Ihat the Contract DoCUments are in acCOrd- ConsiruCtion Managers approval.
( ance with applicable laws, statutes, building codes and 4.11 pOCUMENTS ANO SAMPLES AT THE SITE regulations. If the Contractor observes that any of the - ;
Contract Documents are at variance therewith in any re- 4.11.1 The Contracior shall maintain at the Project site,
spect, the Contractor shall promptly notify the Architect on a current basis, one record copy of all Drawings,
and the Construction Manager in writing, and any neces- Specifications, Addenda, Change Orders and other Modi- .
sary changes shall be accomplished by appropriate fications, in good order and marked currently to record '
Modification. all changes made during construction, and approved Shop .
4.7.4 If the Contractor performs any Work knowing it Orawings, Product Data and Samples. These shall be
to be contrary to such laws, ordinances, rules and regula- available to the Architect and the Construction Manager.
tions, and without such notice to the Architect and the The Contractor shall advise the Construction Manager on .
Construction Manager, the Contractor shall assume full a current basis of all changes in the Work made during _
responsibility therefor and shall bear all cbsts attributable construction.
thereto. 4.12 SHOP DRAWINGS, PRODUC7 DATA AND SAMPLES '
4.8 ALLOWANCES 4.72.1 Shop Orawings are drawings, diagrams, schedules
4.8.7 The Contractor shall include in ihe Contract Sum and other data specially prepared (or the Work by the
all allowances stated in the Contract Documents. Items Contractor or any Subcontractor, manufacturer, supplier
covered by these allowances shall be supplied for such or distributor to illustrate some portion of the Work.
amounts and by such persons as the Construction Man- 4.72.2 Product Data are illustrations, standard schedules,
ager may direct, but the Contractor wil) not be required Performance charts, instructions, brochures, diagrams and
to employ persons against whom the Contractor makes a other information furnished by the Contractor to illustrate '
reasonable objection. a material, product or system for some portion of the
4.8.2 Unless otherwise provided in the Contract Docu- Work. -
ments: 4.12.3 Samples are physical examples which illustrate
.1 these allowances shall cover the cost to the materials, equipment or workmanship, and establish* '
Contractor, less any applicable trade discount, standards by which the Work will be judged.
of the materials and equipment required by the 4.12.4 The Contractor shall prepare, review, approve and
allowance, delivered at the site, and all appli- Submit through the Construction Manager, with reason- cable taxes; , able promptness and in such sequence as to cause no de-
.2 the Contractor s costs for unloading and han- lay in the Work or in the work of the Owner or any sepa- '
dling on the site, labor, installation costs, over- rate contractor, all Shop Orawings, Product Oata and
head, profit and other expenses contemplated Samples required by the Contract Documents. The Con-
for the original allowance shall be included in
tractor shall cooperate with the Construction Manager in ;
the Contract Sum and not in the allowance; the Construction Manager's coordination of the Conerac- .3 ~vhenever the cost is more or less than the tor's Shop Drawings, Product Data and Samples with
allowance, the Contract Sum shall be adjusted those of other sepa~ate contractors accordingly by Change Order, the amount of
whiCh will recognize changes, if any, in han- 4•12.5 By preparing, approving and submitting Shop
dling costs on the site, labor, installation costs, Drawings, Produci Data and Samples, the Contractor rep-
overhead, profit and other expenses. resencs that the Contractor has determined and verified
all materials, field measurements and rield construction '
4.9 SUPERIN7ENDENT criteria related thereto, Or wil) do so with reasonable ~
4.9.1 The Contractor shall employ a competent superin- promptness, and has checked and coordinated the infor-
tendent and necessary assistants who shall be in attend- mation contained within such submittals with the require- -
ance at the Project site during the progress of the Work, ments of the Work, the Project and the Contract Docu-
The superintendent shall represent the Contractor and all rnents.
communications given to the superintendent shall be as 4.12.6 The Contractor shall noe be relieved of responsibil-
binding as if given to the Contractor. Important commu- ity for any deviation from the requirements of the Con- ,
nications shall be confirmed in writing. Other communi- tract Documents by the Architect's approval of Shop ;
cations shall be so confirmed on written request in each Drawings, Product Data or Samples under Subparagraph
case. 2.3.18, unless the Contractor has specifically informed the
Architect and the Construction Manager in writing of
4.10 CONTRACTOR'S CONSTRUCTION SCHEDULE such deviation at the time of submission and the Archi- '
4.10.1 The Contractor, immediately after being awarded tett has given written approval to the speci(ic deviation.
the Contract, shall prepare and submit for the Construc- The Contractor shall not be relieved from responsibility
tion Manager's approval a Contractor's Construction for errors or omissions in the Shop Drawings, Product ,
Schedule for the Work which shall provide for expedi- Data or Samples by the Architect's approval of them. tious and practicable execution of the work. This sched- 4.12.7 The Contractor shall direct specific attention, in -
ule shall be coordinated by the Construction Manager writing or on resubmitted Shop Drawings. Product Data
with the Project Construction Schedule. The Contractor's or Samples, to revisions other than those requested by the -Construction Schedule shall be revised as required by the Architect on previous submittals. ~
AIA OOCUMENT A201KM • GENERAI CONOITtONS OF TFiE CONTRACT fOR CONSTRUCTION -
CONSTRUCTION AMNAGEMENT EDITION • IUNE 1980 EDITlON •AIAIO • Q 1980 • THE
'
AMERICAN INSTITUTE Of ARCHITECTS. 1735 N(w YORK AvE.. N.W,. w^SWINGTON O C'000~, A201/CM -1980 10
' 4.12.8 No portion of the Work requiring submission of a 4.18 INDEMNIF1CATlON
' Shop Orawing, Product Data or Sample shall be com- 4.18.1 To thc fullest extent permitted by law, the Con-
menced until the submittal has been approved by the tractor shall indemnify and hold harmless the.Owner, the (
_ Architect as provided in Subparagraph 2.3.18. All such Architect, the Construction Manager, and tfieir agents and \
, portions oF the Work shall be in accordance with ap- employees frorn and against all claims, damages, losses
; proved submittals. and expenses, including, but not limited to, attorneys'
4.13 USE OFSITE fees arising out of or resulting from the performance of
the Work, provided that any such claim, damage, loss or
; 4.13.1 1'he Contractor shall confine operations at the site expense (1) is attributable to bodily injury, sickness, dis-
to areas permitted by law, o~dinances, permits and the ~ase or death, or to injury to or destruction of tangible
Contract Documents, and shall not u~reasonably encum- Property (other than the Work itself) including the loss of
ber the site with any materials or equipment. use resulting therefrom, and (2) is caused in whole or in
, 4.13.2 The Contractor shall coordinate all of the Contrac- part by any negligent act or omission of the Contractor,
tor's operations with, and secure approval from, the Con- any Subcontractor, anyone directly or indirectly employed
struction Manager before using any portion of the site. by any of them or anyone for whose acts any of them
4.14 CUTTING ANO PATCHING OF WORK may be liable, regardless of whelher Or nOt it i5 CauSed
' in part by a party indemnified hereurder. Such obligation
4.14.1 The Contractor shall be responsible for all cutting, Shall not be construed to negate, abridge or otherwise
fitting or patching that may be required to complete the reduce any other right or obligaiion or indemnity which
Work or to make its several parts fit together properly. would othen,vise exist as to any party or person described
4.14.2 The Contractor shall not damage or endanger any in this Paragraph 4.18.
_ portion of the Work or the work of the Owner or any 4.18.2 In any and all claims against the Owner, the Archi-
separate contractors by cutting, patching or otherwise tect, the Construction Manager or any of their agents or
altering any work, or by excavation_ The Contractor shall employees by any employee of the Contractor, any Sub-
not cut or otherwise alter the work of the Owner or any contractor, anyone directly or indirectlv employed by any
separate contractor except with the written consent of the of them or anyone for whose acts any of them may be
Owner and of such separate contractor. 7he Contractor l;ahle, the indemnification obligation under this Para-
shal) not unreasonably withhold from the Owner or any graph 4.18 shall not be limited in any way by any (imita-
separate contractor consent to cutting or othervvise alter- tion on the amount or type of damages, compensation or
ing the'Work. benefits payable by or for the Contractor or any Sub-
4.15 CLEANING UP contractor under workers' or workmen's compensation
, 4.15.1 The Contractor shall at all times keep the premises dcts, disability benefit acts or other employee benefit acts.
~ free from accumulation of waste materials or rubbish 4.18.3 The obligations of the Contractor under this Para-
caused by the Contractor's operations. At the completion graph 4.18 shall not extend to the liability of the Architect
. of the Work, the Contractor shall remove all the Contrac- or the Construction Manager, their agents or employees,
' tor's waste materials and rubbish from and about the arising out of (1) the preparacion or approval of maps,
Project as well as all the Contractor's tools, construction drawings, opinions, reports, surveys, Change Orders, de-
equipment, machinery and surplus materials. signs or specifications, or (2) the giving or or the (ailure to
4.15.2 If the Contractor fails to clean up at the comple- give directions or instructions by the Architect or the
tion of the Work, the Owner may do so as provided in Construction Manager, their agents or employees, pro-
Paragraph 3.4 and the cost thereof shall be charged to the vided such giving or failure to give is the pr,mary cause
Contractor. of the injury or damage.
4.16 COMMUNICATIONS
4.16.1 The Contractor shall fonvard all communications ARTICLE S
to the Owner and the Architect through the Construction SUBCONTRACTORS
Manager. 5_1 OEFINITION
4.17 ROYAlTIES AND PATENTS 5.1.1 A SubCOntractor is a person or entity who has a
4.17.1 The Contractor shall pay all royalties and license direct contract with the Contractor to perform any of the
, fees, shall defend all suits or claims for infringement of Work at the site. The term Subcontractor means a Sub-
' any patent rights and shall save the Owner and the Con- contractor or a Subcontractor's authorized representative_
struction Manager harmless from Ioss on account thereof, The term Subcontractor does not include any separate
except that the Owner, or the Construction Manager as contractor or any separate contractor's subcontractors.
the case may be, shall be responsible for all such loss 5.1.2 A Sub-subconcractor is a person or entity who has
when a particular design, process or the product of a par- a direct or indirect contract with a Subcontractor to per-
ticular manufacturer or manufacturers is selecied by such form any of the Work at the site. The term Sub-subcon-
person or such person's agent. If the Contractor, or the tractor means a Sub-subcontractor or an authorized rep-
Construction Manager as the case may be, has reason to resentativE thereof.
' believe that the design, process or product selected is an
infringement of a patent, that party shal) be responsible 5.2 AWARDS OF SUBCONTRACTS ANO OTHER
fOr Such IoSS unle5s Such informatiOn is promptly given to CON7RACTS FOR PORTIONS OF THE WORK
the others and also to the Architect. 5.2.1 Unless otherwise required by the Contract Docu-
' ;
AIA DOCUMENT A201/CM • GENERAL CONpITIONS Of THE CONTRACT FOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EOITION • JUNE 1980 EDITION • AIAO • OO 1980 • THE
11 A201/CM -1980 AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE.. N.W., 1vA5HINGTON, D_C_ 20=,
f
ments or the Bidding Documents, the Contractor, as soon posed Subcontract which may be at variance with the
as practicable after the award of the Contract, shall fur- Contract Documents. Each Subcontractor shali sinii!arly
nish to the Construciion Manager in writing for review make copies of such Documents available to their Sub-
~ by the Owner, the Architect and the Construction Man- subcontractors. ,
ager, the names of the persons or entities (including those
who are to furnish materials or equipment fabricaied to ARTICLE 6 .
a special design) proposed for each of the principal por- ,
tions of the Work. The Construction Manager will WORK BY OWNER OR 6Y
promptly reply to the Contractor in writing stating SEPARATE CONTRACTORS
whether or not the Owner, the Architect or the Con- 6.1 OWNER'S RIGHT TO PERFORM WORK AND TO _
struction Manager, after due investigation, has reasonable AWARD SEPARATE CONTRACTS ,
objection to any such proposed person or entity. Failure 6.1.1 The Owner reserves ihe right to perform work re-
of the Construction Manager to reply promptly shall con- Iated to the Project with the Owners own forces, and to
stitute notice of no reasonable objection, award separate contracts ;n connection with other por-
5.2.2 The Contractor shall not contract with any such tions of the Project or other work on the site under these proposed person or entity to whom the Owner, the Ar- or similar Conditions of the Contract. If the Contractor
chitect or the Construction Manager has made reasonable claims that delay, damage or additiona) cost is involved
objection under the provisions of Subparagraph 5.2.1. The because of such action by the Owner, the Contractor shall
Contractor shall not be required to contract with anyone make such claim as provided elsewhere in the Contract ~
to whom the Contractor has a reasonable objection. Oocuments. -
5.2.3 If the Owner, the Architect or the Construction 6.1.2 When separate contracts are awarded for different
Manager has reasonable objection to any such proposed portions of the Project or other work on the site, ttie cerm
person or entity, the Contractor shall submit a substitute Contractor in the Contract Documents in each case shall
to whom the Owner, the Architect and the Construction mean the Contractor who executes each separate Owner- -
Manager have no reasonable objection, and the Contract Contractor Agreement.
Sum shall be increased or decreased by the difference in 6.1.3 The Owner will provide for the coordination of the
cost occasioned by such substitution and an appropriate work of the Owner's own forces and of each separate
Change Order shall be issued; however, no increase in contractor with the Work of the Contractor, who shall
the Contract Sum shall be allowed for any such substitu- cooperate therewith as provided in Paragraph 6.2.
tion unless the Contractor has acted promptly and re-
sponsively in submitting names as required by Subpara- 6,2 MUTUAL RESPONSt61LITY
graph 5.2.1. 6.2.1 The Contractor shall afford the Owner, the Con- 5.2.4 The Contractor shall make no substitution for any struction Manager and separate contractors reasonable _
Subcontractor, person or entity previously selected if the opportunity for the introduction and storage of their ma-
. Owner, the Architect or the Construction Manager makes terials and equipment and the execution of iheir work,
reasonable objection to such substitution, and shall connect and coordinate the Work with theirs
5.3 SUSCONTRACTUAL RELAT(ONS as required by the Contract Documents.
6.2.2 If any part of the Contracto~'s work depends for
5.3.7 By an appropriate agreement, written ~vhere legally proper execution o~ results upon the ~~ork of the Owner
required for validity, ihe Contractor shall require each or any separate contractor, the Contractor shall, prior to
Subcontractor, to the extent of the Work to be pe~fo~med proceeding with the Work, promptly report to the Con- ,
by the Subcontractor, to be bound to the Contractor by struction Manager any apparent discrepancies or defects i
the terms of the Contract Documents, and to assume to- in suCh other work that render i[ unsuitable for sucli
ward the Contractor all the obligations and responsibili- proper execution and results. Failure of the Contractor so
ties which the Contractor, by these Documents, assumes to report shall constitute an acceptance of the Owner's -toward the Owner, the Architect and the Construction or separate contractors work as fit and proper to receive Manage~_ Said agreement shall p~eserve a~d protect the the Work, except as to defects which may subsequently
rights of the Owner, the Architect and the Construction become apparent in such work by others.
Manager under the Contract Documents with respect to
the Work to be performed by the Subcontractor so that 6.2.3 Any costs caused by defective or ill-timed work ,
the subcontracting thereof wil) not prejudice such rights, shall be borne by the party responsible therefor.
and shall allow to the Subcontractor, unless specifically 6.2.4 Should the Contractor wrongfully cause damage to
provided otherwise in the Contractor-Subcontractor the work or property of the Owner, or to other work or
Agreement, the benefit of all rights, remedies and redress properry on the site, the Contractor sha(I promptly rem- .
against the Contractor that the Contractor, by these Docu- edy such damage as provided in Subparagraph 10.2.5.
ments, has against the Owner. Where appropriate, the 6.2.5 Should the Contractor wrongfully delay or cause
Contractor shall require each Subcontractor to enter into damage to the work or property of any separate contrac- -
similar agreements with their Sub-subcontractors. The tor, the Contractor shall, upon due notice, promptly at- ,
Contractor shall make available to each proposed Sub- tempt to settle with such other contractor by agreement, ,
contractor, prior to the execution of the Subcontract, or othervvise to resolve the dispute. If such separate con-
copies of the Contract Documents to which the Subcon- tractor sues or initiates an arbitration proceeding against
tractor will be bound by this Paragraph 5.3, and identify the Owner on account o( any delay or damage alleged to
to the Subcontractor any terms and conditions of the pro- have been caused by the Contractor, the Owner shal( .
I
AIA DOCIJMEPIT A2011CM • GENEfUI CONOITIONS Of THE CONTFUCT FOR CONSTRUCTION
CONSTRUGTION MAPAGEMEIJT EOITION • JUNE 1980 EDITION •AIA1@ • Oc 1980 • THE
AMERIUN INS7ITUTE OF nRCHITECTS, 1735 NEW YORK AVE., N.W., WASNINGTON, U.C 20006 A201/CM -1980 12
I •
, I notify the Contractor who shall defend such proceedings 7.6.2 No action or failure to act by the Owner, the Ar-
'at the Owners expense, and if any judgment or award chitect, the Construction Manager or the Contractor shall
against the Owner arises therefrom, the Contractor shall constitute a waiver of any right or dury afforded any of ~
pay or satisfy it and shall reimburse the Owner for all them under the Contract, nor shall any such action or
. attorneys' fees and court or arbitration costs which the failure to act constitute an approval of or acquiescence in
Owner has incurred. any breach thereunder, except as may be specifically
- 6.3 OWNER'S RIGN7 TO CLEAN UP agreed in writing.
6.3.1 If a dispute arises between the Contractor and 7•7 TESTS
separate contracrors as to their responsibiliry for cleaning 7.7.1 If the Contract Oocuments, laws, ordinances, rules,
up as required by Paragraph 4.15, the Owner may clean regulations or orders of any public authority having juris-
up and charge the cost thereof to the contractors respon- diction require any portion of the Work to be inspected,
sible therefor as the Construction Manager shall deter- tested or approved, the Contractor shall give the Architect
mine to be just. and the Construction Manager timely notice of its readi-
ness so the Architect and the Construction Manager may
ARTICLE 7 observe such inspection, testing or approval. The Con-
MISCELLANEOUS PROVIS[ONS tractor shall bear all costs of such inspections, tests or
approvals conducted by public authorities. Unless other-
7.1 GOVERNING LAW wise provided, the Owner shall bear all costs of other in-
7.1.1 The Contract shall be governed by the law of the spections, tests or approvals.
place wher~ the Project is located. 7•7•2 If the Architect or the Construction Manager deter-
mines that any Work requires special inspection, testing
7,2 SUCCESSORS AND ASSIGNS or approval which Subparagraph 7.7.1 does nOt inClude,
7.2.1 The Owner and the Contractor, respectively, bind the Construction Manager will, upon writien authoriza-
themselves, their partners, succ@ssors, assigns and legal tion from the Owner, instruct the Contractor to order
representatives to the other party hereto and to the part- such special inspection, testing or approval, and the Con-
ners, successors, assigns and legal representatives of such tractor shall give notice as provided in Subparagraph
other party with respect to all covenants, agreements and 7.7.1. If such special inspection or testing reveals a failure
obligations contained in the Contract Documents. Neither of the Work to comply with the requirements of the Con-
party to the Contract shall assign the Contract or sublet it tract Documents, the Contractor shall bear all costs
as a whole without'the written consent of the other. thereof, including compensation for the Architect's and
the Construction Manager's additional services made nec-
7,3 WRITTEN NOTICE essary by such failure; otherwise the Owner shall bear
7.3.1 Written notice shall be deemed to have been duly such costs, and an appropriate Change Order shall -be
served if delivered in person to the individual or mem- issued.
ber of the firm or entity or to an officer of the corpora- 7•7•3 Required certificates of inspection, testing or ap-
tion for whom it was intended, or if delivered at or sent proval shall be secured by the Contractor and the Con-
by registered or certified mail to the last business address tractor shall promptly deliver them to the Construction
known to the party giving the notice. Manager for transmittal to the Architect.
7.7.4 If the Architect or the Construction Manager wishes
7,4 CLAIMS FOR DAMAGES to observe the inspections, iests or approvals required by
7.4.7 Should either party to the Contract suffer injury or the Contract Documents, they will do so promptly and,
damage to person or property because of any act or omis- where practicable, at the source oi supply.
sion of the other party or of any of the other party's
employees, agents or others for whose acts such party is 7•8 ~NTEREST
legally liable, claim shall be made in writing to such 7.8.1 Payments due and unpaid under the Contract Ooc-
~ other party within a reasonable time after the first observ- uments shall bear interest from the date payment is due
ance of such injury or damage. at such rate as the parties may agree upon in writing or,
in the absence thereof, at the legal rate prevailing at the
7.5 PERFORMANCE BOND AND LABOR AND place of the Project.
MATERIAL PAYMENT BOND
7.5.1 The Owner shall have the right to require the 7•9 ARBITRATION
Contractor to furnish bonds covering the faithful perform- 7.9.7 All claims, disputes and other matters in question
ance of the Contract and the payment of all obligations between the Contractor and the Owner arising out of or
, arising thereunder if and as required in the 6idding Doc- relating to the Contract Documents or the breach thereof,
' uments or the Contract Documents. except as provided in Subparagraph 2.3.14 with respect
-to the ArchitecYs decisions on matters relating to artistic
7.6 RIGHTS AND REMED(ES eHect, and except for claims which have been waived by
7.6.1 The duties and obligations imposed by the Con- the making or acceptance of final payment as provided
tract Documents and the rights and remedies available by Subparagraphs 9.9.4 through 9.9.6, inclusive, shall be
thereunder shall be in addition to, and not a limitation of, decided by arbitration in accordance with the Construc-
any duties, obligations, rights and remedies otherwise im- tion Industry Arbitration Rules o( ehe American Arbitra-
posed or available by law. tion Association then obtaining unless the parties mutually
AIA DOCUMENT A201/UN • GENERAI CONOITIONS Of THE CONTRACT FOR CONSTRUCTION
CONSTRUC?ION AMNAGEMENT EDITION • JUNE 1980 EDITION •AIAO • O 1980 • THE
13 A201/CM -1980 ^MERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., N W_, WASHINGTON, O.C. 20006
agree otherwise. No arbitration arising out of or relating accordance with the Contract Oocuments, so that the
to the Contract Oocuments shall include, by consolida- Owner or separate contractors can occupy or uti{ize the
tion, joinder or in any other manner, the Architect, the Work or a designated portion thereof br the use for
~ Construction Manager, their employees or consultants which it is intended.
except by written consent containing a specific reference 8.1.4 The Oate of Substantial Completion of the Project
to the Owner-Contractor Agreement and signed by the or designated portion thereof is the Date certified by the
Architect, the Construction Manager, the Owner, the Architect when construction is suHiciently complete so ,
Contractor and any other person sought to be joined. No the Owner can occupy or utiiize the Project or designated arbitration shall include by consolidation, joinder or in portion thereof for the use (or which it was intended.
any other manner, parties other than the Owner, the 8,1.5 The term day as used in the Contract Documents
Contractor and any other persons substantially involved shall mean calendar day unless specificaliy designated
in a common question of fact or law, whose presence is othenwise.
required if complete relief is to be accorded in the arbi-
tration. No person other than the Owner or the Contrac- 8.2 PROGRESS AND COMPLEfION
tor shall be included as an original third party or addi- 8,2.1 All time limits stated in the Contract Documents
tional third party to an arbitration whose interest or re- are of the essence o( the Contract.
sponsibility is insubstantial. Any consent to arbitration $ 2 2 The Contractor shall begin the Work on the date
involving an additional person or persons shall not con- of commencement as defined in Subparagraph 8.~.2. The
stitute consent to arbitration oF any dispute noi described Contractor shall carry the work fon,vard expeditiously
therein o~ with any person not named or described ~,~,;th adequate forces and shall achieve Substantial Com- '
therein. 7he foregoi~g agreement to a~bitrate and any P~etion of tt~e Work within the Contract Time.
other agreement to arbitrate with an additional person or
persOns duly Consented to by the parties to the Owner- 8.3 DELAYS AND EXTENSIONS OF TIME •
Contractor Agreement shall be specifically enforceable 8_3,1 If the Contractor is delayed at any time in the
under the prevailing arbitration law. The award rendered progress of the Work by any act or neglect of the Owner,
by the arbitrators shall be final, and judgment may be en- the Architect, the Construction Manager, any of their em-
tered upon it in accordance with applicable law in any ployees, any separate contractor employed by the Owner,
court having jurisdiction thereof. or by changes ordered in the Work, labor disputes, fire, 7.9.2 Notice of the demand for arbitration shall be filed unusual delay in transportation, advers@ weather condi-
in writing with the other party to the Owner-Contractor tions not reasonably anticipatable, unavoidabfe casualties, ~
Agreement and with the American Arbitration Associa- any causes beyond the Contractor's control, delay author-
tion, and a copy shall be filed with the Architect and the ;zed by the Owner pending arbitration, or by any other -
Construction Manager. The demand for arbitration shall cause which the Construttion Manager determines may
be made xvithin the time limits specified in Subparagraph justify the delay, then the Contract 7ime shall be ex-
2.3.15 where applicable, and in all other cases within a tended by Change Order for such reasonable time as the
reasonable time after the claim, dispute or other matter Construction Manager may determine,
in quesiion has arisen; and in no event shall it be made 8 3 2 Any claim for extension of time shall be made in _
after the date when institution of legal or equitable pro- wr;ting to the Construction Manager not more than '
ceedings based on such Claim, dispute or other matter in twenty days after the commencement ot the delay; other- '
questiOn would be barred by the applicable statute of w;se it shal) be waived. In the case ot a continuing delay
fimitations.
7.9.3 Unless otherwise agreed in .vriting, the Contractor only one claim is necessary. The Contractor Shall provide
shall carry on the Work and maintain its progress during an estimate of the probable effect of such delay on the ,
rosress of the Work.
any arbitration proceedings, and the Owner shall con- n _
$
tinue to make payments to the ContractOr in accordance •3.3 If no agreement is made stat ~ng the dates upon
with the Contract Documents. which interpretations as providecl in Subparagraph 2.3_11
shail be furnished, then no claim for delay shall be
ARTICLE 8 allowed on account of failure to iurnish such interpreta-
tions until fifteen days after written request is made for
TIME them, and not then unless such claim is reasonable.
8.1 DEFINI710N5 8.3.4 This Paragraph 8.3 does not exclude the recoverx•
8.1.1 Unless otherwise provided, the Contract Time is of damages for delay by either party under other provi-
the period of time allotted in the Contract Documents for s~ons of the Contract Oocuments.
Substantial Completion of the Work as defined in Sub-
paragraph 8.1.3, including authorized adjustments thereto. ARTICLE 9
8.1.2 7he date of commencement of the Work is the PAYMENTS AND COMPLETION
date established in a notice to proceed. If there is no no- -
tice to proceed, it shall be such other date as may be 9.1 CON7RACT SUM established in the Owner-Contractor Agreement or else- 9.1,1 The Contract Sum ;s stated in the Owner-Contrac-
where In the Contract Documents. tor Agreement and, including authortized adjustments
8.1.3 The Date of Substantial Completion of the Work thereto, is the total amount payable bv the Owner to the
or designated portion thereof is the Oate certified by the Contractor for the performance o( the Work under the ,
Architect when construction is suHiciently complete, in Contract Documents.
~
AIA OOCUMENT A2011CM • GENERAL CONOITIONS Of THE CONTRACT fOR CONSTRUCTION CONSTRUCTION MANAGEMENT EOITION • 1UNE 1980 EDITION • A1/1O • OO 1980 • THE A201fCM - 19HO 14 11MERICAN INSTITUTE OF ARCNITECTS. 1735 NEW YORK AVE-. N.W., bVASHIh1GTON, D.C. 20006
, 9.2 SCHEDUIE OF VALUES the reasons for withholding a Certificate as provided in
' 9.2.1 6efore the first Application for Payment, the Con- Subparagraph 9.6.1_ Such notification will be forwarded
tractor shall submit to the Construction Manager a to the Contractor by the Construction Manager. /
schedule of values allocated to the various portions of the 9.4.2 The issuance of a Project Certificate for Payment `
, Work, prepared in such form and supported by such data will constitute a representation by the Architect to the
to substantiate its accuracy as the Architect and the Con- Owner that, based on the Architect's observations at the
struction Manager may require. This schedule, unless site as provided in Subparagraph 2.3.4 and the data com-
objecoed to by the Construction Manager or the Architect, prising the Project Application for Payment, the Work has
shall be used only as a basis for the Contractor's Applica- progressed to the point indicated; that, to the best of the
tions for Payment. Architect's knowledge, information and belief, the quality
of the Work is in accordance with the Contract Oocu-
- 9.3 APPLICATIONS FOR PAYMENT ments (subject to an evaluation of the Work for conform-
9.3.1 At least {ifteen days before the daie for each ance With the Contract Docurnents upon Substantial
progress payment established in the Owner-Contractor Completion of the Work, to the results of any subsequent
Agreement, the Contractor shall submit to the Construc- tests required by or performed under the Contract Docu-
~ tion Manager an itemized Application for Payment, notar- ments, to minor deviations from the Contract Documents
; ized if required, supported by such data substantiating correctable prior to completion, and to any specific quali-
the Contractor's right to payment as the Owner, the Ar- fications stated in the Certi(icate); and that the Contrac-
chitect or the Construction Manager may require, and re- tor is entitled to payment in the amount certified. How-
;flecting reta;nage, if any, as provided elsewhere in the ever, by issuing a Project Certificate for Payment, the Ar-
; ~ Contract Oocuments. The Construciion Manager will as- chitect shafl not thereby be deemed to represent that the
semble the Application with similar applications from Architect has made exhaustive or continuous on-site in-
other contractors on the Project into a*combined Project spections to check the quality or quantity of the Work,
Application for Payment and forward it with recommen- has reviewed the construction means, methods,- tech-
dations to the Architect within seven days. niques, sequences or procedures, or has made any exam-
- 9.3.2 Unless othenwise provided in the Contract Docu- ination to ascertain how or for what purpose the Contrac-
ments, payments will be made on account of materials or tor has used the monies previously paid on account of the
, equipment not incorporated in the Work but delivered Contract Sum.
and suitably stored at the site and, if approved in advance 9.5 PROGRESS PAYMENTS
by the Owner, payments may similarly be made for mate-
_ rials or equipment suitably stored at some other loca- 9.5.1 After the Architect has issued a Project Certificate
, tion agreed upon in writing. Payments for materials or for Payment, the Owner shall make payment in the man-
equipment stored on or off the site shall be conditioned ner and-within the time provided in the Contract Docu-
upon submission by the Contractor of bills of sale or ments.
such other procedures satisfactory to the Owner to estab- 9.5.2 The Contractor shall promptly pay each Subcon-
lish the Owner s title to such materials or equipment or tractor upon receipt of payment from the Owner, out of
otherwise protect the OwnePs interest, including applica- the amount paid to ehe Contractor on account of such
ble insurance- and transportation to the site for those Subcontractor's work, the amount to which said Subcon-
materials and equipment stored off the site. tractor is entitled, reflecting the percentage actually re-
9.3.3 The Contractor warrants that title to all Work, tained, if any, from payments to the Contractor on ac-
materials and equipment covered by an Appl~cation for count of such Subcontractor's Work. The Contractor shall,
Payment will pass to the Owner either by incorporation by an appropriate agreement with each Subcontractor,
in the construction or upon receipt of payment by the require each Subcontractor te make payments to their
Contractor, whichever occurs first, free and clear of all Sub-subcontractors in similar manner.
liens, claims, security interesis or encumbrances, herein- 9.5.3 The Architect may, on request and at the Archi-
after referred to in this Article 9 as "liens"; and that no tect's discretion, furnish to any Subcontractor, if prac-
Work, materials or equipment covered by an Application ticable, information regarding the percentages of com-
for Payment will have been acquired by the Contractor, pletion or the amounts applied for by the Contractor and
_ or by any other person performing Work at the site or the action taken thereon by the Architect on account of
furnishing materials and equipment for the Project, sub- Work done by such Subcontractor.
, ject to an agreement under which an interest therein or 9.5.4 Neither the Owner, the Architect nor the Construc-
~ an encumbrance thereon is retained by the seller or oth- tion Manager shall have any obligation to pay or to see to
erwise imposed by the Contractor or such other person. the payment of any monies to any Subcontractor except
9 as may otherwise be required by la~~v.
- .4 CER7IFICA7E5 FOR PAYMENT 9.5.5 No certifiCation of a progress payment, any prog-
9.4.1 The Architect will, within seven days afier the re- ress payment, or any partial or entire use or occupancy
' ceipt of the Project Application for Payment with the rec- of the Project by the Owner, shall constitute an accept-
ommendations of the Consiruction Manager, review the ance of any Work not in accordance with the Contract
Project Application for Payment and either issue a Project Documents.
, Certificate for Payment to the Owner with a copy to ihe
COnstruction Manager fOr distribution to the ContraCtOr 9.6 PAYMENTS WI7NHEl0
for such amounts as the Architect determines are prop- 9.6.1 The Architect, following consultation with the
erly due, or notify the Construction Manager in writing of Construction Manager, may decline io certify payment
. AIA OOCUMENT A201/CM • GENERIIL CONOITION$ OF THE CONTRACT fOR CONSTRUCTION
CONSTRUCTION MANAGEMENT EOITION • JUNE 1480 EDITION • AIAo • O 1980 • 7HE
yS A201/CM -1980 AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVE., NAV.. WASNINGTON, D.C. 20006
.
and may withhold the Certificate in whole or in part to not alter the responsibility of the Contracto,- Lo complete
the extent necessary to reasonably protect the Owner, if, all Work in accordance with the Contract Oocuments.
~ in the ArchitecYs opinion, the Architect is unable to make When the Architect, on the basis of inspection and con-
representations to the Owner as provided in Subpara- sultat;on with the Construction Manager, determines that ,
graph 9.4.2. If the Architect is unable to make representa- the Work or designated portion thereof is substantially
tions to the Owner as provided in Subparagraph 9.4.2, complete, the Architcct will then prepare a Certificate of
and to certify payment in the amount of the Project Ap- Substantial Completion of the Work which shall establish '
plication, the Architect will notify the Construction Man- the Date of Substantial Completion of the Work, shall ~
ager as provided in Subparagraph 9.4.1. If the Contractor state the responsibilities of the Uwner and the Contractor
and the Architect cannot agree on a revised amount, the for security, maintenance, heat, utilities, damage to the
Architect will promptly issue a Project Certificate for Pay- Work and insurance, and shall fix the time within which
meni for the amount for which the Architect is able to the Contractor shall complete the items listed therein.
make such representations to the Owner. Yhe Architect The Certificate of Substantial Completion of the Work
may also decline to certify payment or, because of subse- shall be submitted to the Owner and the Contractor for
quently discovered evidence or subsequent observations, their written acceptance of the responsibilities assigned to
the Architect may nullify the whole or any part of any them in such Certificate.
Project Certificate for Payment previously issued to such 9.8.2 Upon Substantial Completion of the Work or desig-
extenc as may be necessary, in the Architect's opinion, to nated portion thereof, and upon application by the Con- -
protect the Owner from loss because of: tractor and certification by the Architect, the Owner shall
.1 defective Work not remedied; make payment, reflecting adjustment in retainage, if any,
.2 third party claims (iled or reasonable evidence in- for such Work or portion thereof as provided in the Con-
dicating probable filing of such claims; tract Oocuments.
.3 failure of the Contractor to make payments prop- 9.8.3 When the Architect, on the basis of inspections, erly to Subcontractors, or for labor, materials or determines that the Project or designated portion thereof -
equipment; is substantially complete, the Architect will then prepare
.4 reasonable evidence that the Work cannot be com- a Certificate of Subsiantial Completion of the Project
pleted for the unpaid balance of the Contract Sum; which shall establish the Date of Substantia) Completion ,
of the Project and fix the time %yithin which the Contrac-
.5 damage to the Owner or another contractor; tor shall complete any uncompleted items on the Certif-
.6 reasonable evidence that the Work will not be icate of Substantial Completion of the Work. l
completed within the Contract Time; or 9.8.4 warranties required by the Contract Documents
.7 persistent failure to carry out the Work in accord- shall commence on the Date of Substantial Completion of ance with the Contract Documents. the Project or designated portion thereof unless other-
9.6.2 When the grounds in Subparagraph 9.6.1 above Wise provided in the Certificate of Substantial Comple- are removed, payment shall be made for amounts with- tion of the Work or designated portion thereof. ,
held because of them. 9_9 fINAI COMPLETION AND fINAL PAYMENT
9_7 FAtIURE OF PAYMfNT 9.9.1 Following the Architect's isSuanCe Of the Certiticate ~
9.7.1 If the Construction Manager should fail to issue of Substantial Compleiion of thc Worf: or designated por- • i
recommendations within seven days of receipt of the tion thereof, and the Contractor's completion of the
Contractor's Application for Payment, or if, through no Work, the Contractor shall forward to the Construction
fault of the Contractor, the Architect does not issue a Manager a written notice ihat the Work is ready for'final
Project Certificate for Payment within seven days after inspection and acceptance, and shall also forward to the
the ArchitecYs receipt of the Project Application for Pay- Construction Manager a final Application for Payment.
ment, or if the Owner cioes not pay the Contractor within Upon receipt, the Construction Manager will make the
seven days after the date established in the Contract Doc- necessary evaluations and forward recommendations to ,
uments any amount certi{ied by the Architect or awarded the Architect who will promptly make such inspection.
by arbitration, then ihe Contractor may, upon seven addi- When the Architect finds the Work acceptable under
tional days' written notice to the Owner, the Architect the Contract Documents and the Contract fully per-
and the Construction Manager, stop the Work until pay- formed, the Architect will issue a Project Certificate fcr
ment of the amount owing has been received. The Con- Payment which will approve the final payment due the _
tract Sum shall be increased by the amount of the Con- Contractor. This approval will constitute a representation
tractors reasonable costs of sfiut-down, delay and start- that, to the best of the Architect's knowledge, informa- ~
up, whic}i shall be effected by appropriate Change Order tion and belief, and on the basis of observations and in- ,
in accordance with Paragraph 12.3. spections, the Wor{c has been completed in accordance
with the Terms and Conditions of the Contract Docu-
9.8 SUBSTANTIAL COMPLkTION ments and that the entire balance found to be due the
9.8.1 When the Contractor considers that the Worlc, or a Contractor, and noted in said Certificate, is due and pay- '
designated portion thereof which is acceptable to the able. The Architect's approval of said Project Certificate
Owner, is substantially complete as defined in Subpara- for Payment will constitute a further representation ihat
. graph 8.1.3, the Contractor shall prepare for the Construc- the conditions precedent to the Contractor's being en- -
tion Manager a list of items to be completed or cor- titled tv final payment as set forth in Subparagraph 9.9.2 ~
( rected_ The failure to include any items on such list does have been fulfilled.
A1A UOCUMENT A201/CM • GENERAL CONOITIONS Of 7HE CONTRACI' FOR CONSTRUCTION
CONSTRUCTION AMNAGEMENT EOITION • JUNE 1980 EOITION • AIAO • 01960 • THE •
AMERIUN INSTITUTE Of ^RCHITECTS. 1735 NEW YORK AVE., N.W., WASHING70N, D.C. 20006 A201ICM - 1980 16
9.9.2 Neither the final payment nor the remaining retain- ARTICLE 10 '
age shall become due until the Contractor submits to the PROTECTION OF PERSONS AND PROPERTY
Architect, through the Construction Manager, (1) an affi-
! davit that all payrolls, bills for materials and equipment, 70.7 SAFETY PRECAUTIONS AND PROGRAMS ~
' and other indebtedness connected with the Work for 10.1.1 The Contractor shall be responsible for initiating,
which the Owner or the Owners ro ermi ht in anP P h' 8 Y maintaining and supervising all safety precautions and
way be responsible, have been paid or otherwise satis- programs in connection with the Work.
iied, (2) consent of surety, if any, to final payment, and
(3) if required by the Owner, other data establishing pay- 10-2 SAfETY OF PERSONS ANO PROPERTY
ment or satisfaction of all such obligations, such as re- 10.2.1 The Contractor shall take all reasonable precau-
_ ceipcs, releases and waivers of liens arising out of the tions for the safety of, and shall provide all reasonable
Contract, to the extent and in such form as may be desig- protection to prevent damage, injury or loss to:
nated by the Owner. If any Subcontractor refuses to fur- .1 all employees on the Work and all other persons
nish a release or waiver required by the Owner, the Con- who may be affected thereby;
_ tractor may furnish a bond satisfactory to the Owner to ,2 all ihe Work and all materials and equipment to
indemnify the Owner against any such lien. lf any such be incorporated therein, whether in storage on or
i lien remains unsatisfied after all payments are made, the off the site, under the care, custody or control of
Contractor shall refund to the Owner all monies that the the Contractor or any of the Contractor's Subcon-
latter may be compelled to pay in discharging such lien, tractors or Sub-subcon tractorsincluding all costs and reasonable attorneys' fees. ' _
.3 other property at the site or adjacent thereto, in-
9.9.3 If, after Substantial Completion of the Work, final cluding trees, shrubs, lawns, walks, pavements,
completion thereof is materially delayed through no fault roadways, structures and utilities not designated
of the Contractor or by the issuance of Change Orders for removal, relocation or replacement in the
affecting final completion, and the Construction Manager course of construction; and
- so confirms, the Owner shall, upon application by the .4 the work of the Owner or other separate contrac-
Contractor and certification by the Architect and without tors_
terminating the Contract, make payment oF the balance 10.2.2 The Contractor shall give all notices and comply
due for that portion of the Work fully completed and
acce pted ~,,~ith all applicable laws, ordinances, rules, regulations
. If the remaining balan c e f or W ork n t full y nd lawful orders of any publ~c authority bearing on the
completed or corrected is less than the retainage stipu- a safet of
lated in the Contract Documents, and if bonds have been Y persons or property or their protection from
furnished as provided in Paragraph 7.5, the written con- damage, injury or loss.
s en t of t h e s u r e t y t o t h e p a y m e n t o f t h e b a l a n c e d u e f o r 10•2•3 The Contractor shall erect and maintain, as re-
that portion of the Work-fully completed and accepted quired by existing conditions and ihe progress of the
shall be submitted by the Contractor to the Construction Work, all reasonable safeguards for safety and protection,
~ Manager prior to certification of such payment. Such pay- including posting danger signs and other warnings against
' ment shall be made under the Terms and Conditions gov- hazards, promulgating safety regulations and notifying
erning final payments, except that it shall not constitute a owners and users of adjacent utilities.
waiver of claims. 10.2.4 When the use or storage of explosives or other
9.9.4 The making of final payment shall, after the Oate hazardous materials or equipment is necessary for the
of Substantial Completion of the Project, constitute a execution of the Work, the Contractor shall exercise the
waiver of all ciaims by the Owner except those arising utmost care and shall carry on such activities under the
from: supervision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy all damage
unsettled liens; or loss (other than damage or loss ;nsured under Para-
.2 faulty or defective Work appearing after Substan- graph 11.3) to any property reterred to in Clauses 10.2.1.2
tial Completion of the Work; and 10.2.1.3 caused in whole or in parc by the Contrac-
, .3 failure of the Worlc to comply with the require- tor, any Subcontractor, any Sub-subcontractor, anyone di-
ments of the Contract Documents; or rectly or indirectly employed by any of them, or by any-
.4 terms of any special warranties required by the one for whose acis any of them may be liable, and for
Contract Oocuments. which the Contractor is responsible under Clauses 10.2.1.2
and 10.2.1.3, except damage or loss attributable to the
- 9.9.5 The acceptance of final payment shall, after the acts or omissions of the Owner, the Architect, the Con-
Date of Substantial Completion of the Project, constitute struction Manager or anyone directly or indirectly em-
, a waiver of all claims by the Contractor except those ployed by any of them, or by anyone for whose acts any
previously made in writing and identified by the Contrac- of them may be liable, and not attributable to the fault
tor as unsettled at the time of the final Application for or negligence of the Contractor. 7he foregoing obliga-
Payment. tions of the Contractor are in addition to the Contractor's
9.9.6 All provisions of this Agreement, including with- obligations under Paragraph 4.18.
out limitation those establishing obligations and proce- 10.2.6 The Contractor shall designate a responsible
dures, shall remain in full force and effect notwithstand- member of the Contractor's organization at the site
: ing the making or acceptance of final payment prior to whose duty shall be the prevention of accidents. 7his
the Date of Substantial Completion of the Project. person shall be the Contractor"s superintendent unless
AIA OOCUMENT A2011CM • GENEKAl CONDITIONS Of THE CONTRACT fOR CONSTRUCTION •
CONSTRUCTION AMNAGEMENT EDITION • JUNE 1980 EDITION • nlnO • OO 1980 • THE
17 A201/CM - 1980 AMERIC^N INSTITUTE Of ARCHITCCTS, 1735 NEW YORK AVE.. N.W„ %vASMINGTON, D.C. 20AOE+
otherwise designated by the Contractor in writing to the 11.2 OWNER'S LlABIIITY INSURANCE -Owner and the Construction Manager. 11.2.7 The Owner shall be responsible for. purchasing -
( 10.2.7 The Contractor shall not Ioad or permit any part and maintaining Owner's liability insurance and, at the '
~ of the Work to be loaded so as to endanger its safety. Owner s option, may purchase and maintain insurance .
10.3 EMERGENClES for pr otection against claims which may arise from
ions under the COntraCt.
10.3.1 In any emergency affecting the safety of persons operat
or property the Contractor shall act, at the Contractors 17.3 PROPERTY INSURANCE
discretion, to prevent threatened damage, injury or loss. 11.3.1 Unless otherwise provided, the Owner shall pur-
Any additional compensation or extension of time chase and maintain property insurance upon the entire -
claimed by the Contractor on account of emergency Work at the site to the full insurable value thereof. This work shall be determined as provided in Article 12 for insurance shall include the interests of the Owner, the '
Changes in the Work. Construction Manager, the Contractor, Subcontractors
and Sub-subcontractors in the Work, and shall insure -
ARTICLE 11 against the perils of fire and extended coverage and shall ,
include "all risk" insurance for physical loss or damage
INSURANCE including, without duplication of coverage, theft, van-
11.1 CONTRACTOR'S IIABIIITY INSURANCE dalism and maliciou5 misChief. If ihe Owner dOes nOt
intend to purchase such insurance for the full insurable
11.1.1 The Contractor shall purchase and maintain insur- value of the entire Work, the Owner shall inform the
ance for protection from the claims set forth below which Contractor in writing prior to commencement of the
may atise out of or result from the Contractor's opera- Work. The Contractor may then erfect insurance which -
tions under the Contract, whether such operations be by will protect the interests of the Contractor, the Contrac-
the Contractor or by any Subconiractor, or by anyone di- tor's Subcontractors and the Sub-subcontractors in the
rectly or indirectly employed by any of them, or by any- Work, and by appropriate Change Order the cost thereof
one for whose acts any of them may be liable: shall be charged to the Owner. If the Contractor is dam-,
.1 ciaims under workers' or workmen's compensa- aged by failure of the Owner to purchase or maintain tion, disability benefit and other similar employee such insurance and to so notify the Contractor, then the -
benefit acts; Owner shall bear all reasonable costs properly attributa-
.2 claims for damages because of bodily injury, occu- ble thereto. If not covered under the all risk insurance
pational sickness or disease, or death of the Con- or otherwise provided in the Contract Documents, the
tractor's employees; Contractor shall effect and maintain similar property in-
.3 claims for damages because of bodily injury, sick- surance on portions of the Work stored off the site or in
ness or disease, or death of any person other than transit when such portions of the k1fork are to be in-
the Contractor's employees; cluded in an Application for Payment under Subpara-
.4 claims for damages insured by usual personal in- eraph 9.3.2.
jury iiability coverage which are sustained (1) by 11.3.2 The Owner shall purchase and maintain such _
any person as a result of an offense directly or boiler and machinery insurance as mav be required hy
indirectly related to the employment o{ such per- the Contract Documents or by law This insurance shall
son by the Contractor, or (2) by any other person; include the interests of the Owner, the Consiruciion Man-
.5 claims for damages, other than to the Work itself, ager, the Contractor, Subcontractors and Sub-subcontrac-
because of injury to or destruction of tangible tors in the work.
property, including loss of use resulting therefrom; 11.3.3 Any loss insured under Subparagraph 11.3.1 is to -
and be adjusted with the Owner and made payable to the
.6 claims for damages because of bodily injury or Owner as trustee for the insureds, as their interests may
death of any person or property damage arising appear, subject to the requirements of any applicable '
out of the ownership, maintenance or use of any mortgagee clause and of Subparagraph 11.3.8. The Con-
motor vehicle. tractor shall pay each Subcontractor a just share of any
11.1.2 The insurance required by Subparagraph 11.1.1 insurance monies receivEd by the Contractor, and by ap-
shall be written (or not (ess than any limits of (iability propriate agreement, written where legally required for '
specified in the Contract Documents or required by law, validity, shall require each Subcontractor to make pay-
whichever is greater. ments tn their Sub-subcontractors in similar manner. -
11.7.3 The insurance required by Subparagraph 11.1.1 11.3.4 The Owner shall file a copy of sll policies with shall include contractual liability insurance applicable to the Contractor before an exposure to loss may occur. the Contractors obligations under Paragraph 4.18.
11.1.4 Certificates of Insurance acceptable to the Owner 11.3.5 If the Contractor requests in writing ttiat insur-
shall be submitted to the Construction Manager for trans- ance for r;sks ocher than those described in Subpara-
mittal to the Owner prior to commencement of the Work. graphs 11.3.1 and 11.3.2, or other special hazards, be
These Certificates shall contain a provision that coverages included in the property insuranc- poficy, the Owner
afforded under the policies will not be canceled until at shall, if possible, include such insurance, and the cost
least thirty days' prior written notice has been given to thereof shall be charged to the Contractor by appropriate ;
the Owner. Change Order. ~
~
AIA OOCUMEPIT A201/C,lrl • GENER/1l CONOITIONS Of THE CONTRACf fOR CONSTRUCTION
CONSTRUCTION fvtANAGEMENI' EOITION • JUNE 1480 EOITION •^111's •O 1980 • THE i
AMERIUN INSTITUTE OF ARCNITECTS, 1735 NEW YORK AVE., N.W.. WASHINGTON, D.C. 20006 A201/CM - 1980 18
~
17.3.6 The Owner and the Contractor waive all rights ARTICLE 12
against (1) each other and the Subcontractors, Sub-sub- CHANGES IN THE WORK
contractors, agents and employees of each other, and (2)
the ArchiteCt, the Construction Manager and separatc con- 12.1 CHANGE ORDERS (
`
tractors, if any, and their subcontractors, sub-subcontrac- 12.1.1 A Change Order is a written order to the Con-
tors, agents and employees, for damages caused by fire or tractor signed to show the recommendation of the Con-
other per;ls to the extent covered by insurance obtained struction Manager, the approval of the Architect and the
pursuan.t to this Paragraph 11.3 or any other property in- authorization of the Owner, issued after execution of the
surance applicable to the Work, except such rights as Contract, authorizing a change in the Work or an adjust-
i they may have to the proceeds of such insurance held ment in the Contract Sum or the Contract Time. The
by the Owner as trustee. The foregoing waiver afforded Contract Sum and ihe Contract Time may be changed
, the Architect, the Construction Manager, the+r agents and only by Change Order. A Change Order signed by the
employees shall not extend to the liability imposed by Contractor indicates the Contractor's agreement there-
Subparagraph 4.18.3. The Owner or the Contractor, as with, including the adjustment in the Contract Sum or
appropriate, shall require of the Architect, the Construc- the Contract Time.
tion Manager, separate contractors, Subcontractors and 12.1.2 The Owner, without invalidating the Contract,
Sub-subcontractors by appropriate agreements, written may order changes in the Work within the general scope
' where legally required for validity, similar waivers each of the Contract consisting of additions, delet~ons or other
in favor of all other parties enumerated in this Sub- revisions, the Contract Sum and the Contract TZrk e being
paragraph 11.3.6. adjusted accordingly. All such changes in the shall
~ 71.3J If required in writing by any party in interest, the be authorized by Change Order, and shall be performed
Owner as trustee shall, upon the occurrence of an in- under the applicable conditions of the Contract Docu-
sured loss, give bond for the proper performance of the ments.
-Owners duties. The Owner shall deposit in a separate 12.1,3 The cost or credit to the Owner resulting from a
account any money so received, and shall distribute it in change in the Work shall be determined in one or more
~ accordance with such a reement as the arties in interest
g P of the following ways:
may reach, or in accordance with an award by arbitration
in which case the procedure shall be as provided in Para- •1 by mutual acceptance of a lump sum properly
; graph 7.9. If after such loss no other special agreement itemized and supported by suHicient substantiating
is made, replacement of damaged Work shall be covered data to permit evaluation;
by an appropria'te Change Order. .2 by unit prices stated in the Contract Documents or
~ 11.3.8 7he Owner, as trustee, shall have power to adjust subsequently agreed upon;
, and settle any loss with the insurers unless one of the •3 by cost to be determined in a manner agreed upon
parties in in[erest shalf object, in writing within five days by the parties and a mutually acceptable fixed or '
after the occurrence of loss, to the Owners exercise of percentage fee; or
this power, and if such objection be made, arbitrators .4 by the method provided in Subparagraph 12.1.4.
shall be chosen as provided in Paragraph 7.9_ The Owner 12.1.4 If none of the methods set forth in Clauses
as trustee shall, in that case, make settlement with the 12.1.3.1, 12.1.3.2 0r 12.1.3.3 is agreed upon, the Contrac-
insurers in accordance with the directions of such arbi- tor, provided a written order signed by the Owner is re-
trators. If distribution of the insurance proceeds by arbi- ceived, shall promptly proceed with the Work involved. '
tration is required, the arbitrators will direct such dis- The cost of such Work shall then be determined by the
tribution. Architect, after consultation with the Construction Man-
11.3.9 If the Owner finds it necessary to occupy or use ager, on ihe basis of the reasonable expenditures and
a portion or portions of the Work prior to Substantial savings of those performing the Work attributable to the
Completion thereof, such occupancy shall not commence change, including, in the case of an increase in the Con-
prior to a time mutually agreed to by the Owner and the tract Sum, a reasonable allowance for overhead and
Contractor and to which the insurance company or com- profit. In such case, and also under Clauses 12.1.3.3 and
panies providing the property insurance have consented 12.1.3.4 above, the Contractor shall keep and present, in
by endorsement to the- policy or policies. This insurance such form as the Owner, the Architect or the Construc-
shall not be canceled or lapsed on account of such partial tion Manager may prescribe, an itemized accounting to-
, occupancy. Consent of the Contractor and of the insur- gether with appropriate supporting data for inclusion in
ance company or companies to such occupancy or use a Change Order. _Unless otherwise provided in the Con-
shall not be unreasonably withheld. tract Oocuments, cost shall be limited to the (ollowing:
cost of materials, including sales tax and cost of delivery;
11.4 LOSS OF USE INSURANCE cost of labor, including social security, old age and
11.4.1 The Owner, at the Owners option, may purchase unemployment insurance, and fringe benefits required by
- and maintain insurance for protection against loss of use agreement or custom; workers' or workmen's compensa-
of the Owners property due to fire or other hazards, tion insurance; bond premiums; rental value of equip- '
. however caused. The Owner waives all rights of action ment and machinery; and the additional costs of super-
'against the Contractor for loss of use of the Owner's vision and field oHice personnel directly attributable to
property, including consequential losses due to fire or the change. Pending final determination of cost to the
other hazards however caused, to the extent covered by Owner, payments on account shall be made on the Ar-
- insurance under this Paragraph 11.4. chitect's approval of a Project Certificate for Payment. .
- AIA OOCUMENT A201/CM • GENEKAL CONDITIONS Of THE CONTR1ICT fOR CONSTRUCTION
CONSTRUCTION IvUNAGEMENT EDITION • JUNE 1980 EDITION • 111AO • O1980 • THE
19 A201/CM -1980 AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK i1VE.. N.W., WASHINGTON, D.C. 200(16
i
The amount of credit to be allowed by the Contractor to Contract Sum or extension of the Contract _fir»c: and not '
the Owner for any deletion or change which results in a inconsistent with the intent of ttie Contract i;OcUf;:ents.
( net decrease in the Contract Sum will be the amount of Such changes shall be effected by written o~der issued _
. the actual net cost as confirmed by the Architect after through the Construction Manager, and shall be binding
consultation with the Construction Manager. When both on the Owner and the Contractor. The Contractor shall
additions and credits covering related Work or substitu- carry out such written orders promptly.
tions are involved in any one change, the allowance for
overhead and profit shall be figured on the basis of the ARTICLE 13 '
net increase, if any, with respect to that change. UNCOVERING AND CORRECTION OF WORK
12.7.5 If unit prices are stated in the Contract Docu-
ments or subsequently agreed upon, and if the quantities 13•~ UNCOVERING OF WORK
originally contemplated are so changed in a proposed 13.1.1 If any portion of the Work should be covered
Change Order that application of the agreed unit prices contrary to the request of the Architect or the Construc-
to the quaniities of Work proposed wil( cause substantial tion Manager, or to requirements specifically expressed in
inequity to the Owner or the Contractor, the applicable the Contract Oocuments, it must, if required in writing by
unii prices shall be equitably adjusted. either, be uncovered for their observation and shall be
replaced at ihe Contractor's expense.
12,2 CONCEALEU CON~ITIONS 13.1.2 If any othe~ portion of the Work has been cov-
12.2.1 Should concealed conditions encountered in the ~r~d which the Architect o~ the Const~uction Manager -performance of the Work below the surface of the ground has not specifically requested to observe prior to its being
o~ should co~~ealed or unknown cond~tions in an existing covered, either may request to see such Work and it shall
structure be at variance with the conditions indicated by be uncovered by the Contractor. If such Work be found
the Contract Documents, or should unknown physical ;n accordance with the Coniract Documents, the cost of
conditions below the surface of the ground or should uncovering and replacement shall, by appropriate Change !
concealed or unknown conditions in an existing struc- Order, be charged to the Owner. If such Work be found ture of an unusual nature, differing materially from those not in accordance with the Contract Documents, the
ordinarily encountered and generally recognized as in- Contractor shall pay such costs unless it be found that herent in work of the character provided for in this Con- this condition was caused by the O~vner or a separate
tract, be encountered, the Contract Sum shall be equita- ~ontractor as provided in Article 6, in which even[ the bly adjusted by Change Order upon- clain by either party pwner shall be responsible for the payment of such costs.
made within twency days after the first observance of the ,
conditions. 13.2 CORRECTION Of WORK
12,3 CLAIMS FOR ADDITIONAL COST 13.2.1 The 'COntractor shall promptly COrrect all Work
• rejected by the Architect or the Construction Manager as 12.3.1 If the Contractor wishes to, make a~"claim for an defective or as failing to conform to the Contract Docu- -
increase in the Contract Sum, the Con(ractor shall give ments ~vhether observed before or after Substantial Com-
the A~chitect and the Construction Manager written no- pletion of the Project and whether or not fabricated, in- '
tice thereof within twenty days after the occurrence of stalled or completed. The Contractor shall bear all costs
the event giving rise to such claim, 7his notice shall be or correcting such rejected Work, including compensa-
given by the Contractor before proceeding to execute the t;an for the Arch~tect's and the Construction Manager's '
Work, except in an emergency endangering life or prop- additional seR-ices made necessary thereby_
coerrtydiannce whi wichth Pacaseragtheraph Co 1n0t.3ra. ctor No sh suallch p claim roceed shianll a bcc - 13.2.2 If, within one year after the Date of Substantial
valid unless so made. If the Owner and the Contractor Completion of the Project or designated portion thereof,
o
cannot agree on the amount of the adjustment in the r within one year after acceptance by the Owner of
Contract Sum, it shall be determined by the Architect designated equipment, or within such longer period of
after consultation with the Construction Manager. Any time as may be prescribed by law or by the terms of any .
change in the Contract Sum resutting from such claim applicable special warranty required by the Contract Docu- ~
shall be authorized by Change Order_ ments, any of the Work is found to be defective or not in ~
12.3.2 If the Contractor claims that additional cost is in- acco~dance with the Contract Documents, the Contractor
volved because of, but not limited to, (1) any ~vritien in-shall correct it promptly after receipt of a written notict:
terpretation pursuant to Subparagraph 2_3.11, (2) any or- from the Owner to do so unless the Owner has prevI-
ously given the Contractor a written acceptance of such
der by the Owner to stop the Wo~k pursuant to Para- condition. This obligation shall survive both final payment
graph 3.3 where th~ Cont~actor was not at fault, or any for the Work or designated portion thereof and termina-
such order by the Construction Ma~ag~r as the Owner's eion of the Contract. The Owner shall give such notice agent, (3) any written order for a minor change in the promptly after discovery of the condition. •
Work issued pursuant to Paragraph 12.4, or (4) failure of
payment by the Owner pursuant to Paragraph 9 7, the 13.2.3 The Contractor shall remove from the site al)
Contractor shall make such clain, as provided in Sub- Portions of the Work which arc defective or nonconform- -
~aragraph 12.3.1. ing and which have not been corrected under Subpara- ;
graphs 4.5.1, 13.2.1 and 13.2.2, unless removal is waived
12.4 MINOR CHANGES IN THE WORK by the Owner.
12.4.1 The Architect will have authority to order minor 13.2.4 If the Contractor fails to correct defective or non-
changes in the Work not involving an adjustment in the conforming Work as provided in Subparagraphs 4.5.1, '
~
~ AIA DOCUMEN7 A2011CM • GENER^l CONDITIONS Of THE CONTR^CT FOR CONSTRUCTION
CONSTRUCTION AMht^GEMENT EDITION • JUNE 1980 EDITION •AIAI& • 01980 • 1HE ,
.
AMERICAN INSTITUTE OF ^RCHITECTS. 1735 NEW YORK nVE , h.W.. WASHINGTON, D.C. 20006 A201/CM - 1980 20
13.2.1 and 13.2.2, the Owner may correct it in accordance having jurisdiction, or as a result of an act of government
with Paragraph 3.4. such as a declaration of a national emergency making
13.2.5 If the Contractor does not proceed with the cor- materials unavailable, through no act or fault of the Con- ~
rection of such defective or nonconforming Work within tractor or a Subcontractor or their agents or employees or
' a reasonable time fixed by written notice from the Archi- any other persons performing any of the Work under a
_ tect issued through the Construction Manager, the Owner contract with the Contractor, or if the Work should be
may remove it and may store the materials or equipment stopped for a period of thirty days by the Contractor be-
at the expense of the Contractor. If the Contractor does cause of the Construction Manager's failure to recom-
' not pay the cost of such removal and storage within ten mend or the Architect's failure to issue a Project Certifi-
_ days thereafter, the Owner may, upon ten additional cate for Payment as provided in Paragraph 9.7 0r because
days' written notice, sell such Work at auction or at pri- the Owner has not made payment thereon as provided in
vate sale and shall account for the net proceeds thereof, Paragraph 9.7, then the Contractor may, upon seven addi-
after deducting all the costs that should have been borne tional days' written notice to the Owner, the Architect
by the Contracior, including compensation for the Archi- and the Construction Manager, terminate the Contract and
tect's and the Construction Managers additional services recover from the Owner payment (or all Work executed
, made necessary thereby. If such proceeds of sale do not and for any proven loss sustained upon any materials,
~ cover all costs which the Contractor should have borne, equipment, tools, construction equipment and machinery,
___i the difference shall be charged to the Contractor and an including reasonable profit and damages.
appropriate Change Order shall be issued. If the payments 14.2 TERMlNATION 6Y THE OWNER
then or thereafter due the Contractor are not sufficient to 14.2.1 If the Contractor is adjudged a bankrupt, or
, cover such amount, the Contractor shall pay the differ-
ence to the Owner. makes a general assignment for the benefit of creditors,
13.2.6 The Contractor shall bear the cost of making or if a receiver is appointed on account of the Contrac-
good all work of the Owner or separate contractors de- tor's insolvency, or if the Contractor persistently or re-
stroyed or damaged by such correction or removal. peatedly refuses or fails, except in cases for which exten-
sion of time is provided, to supply enough prope~ly
- 13.2.7 Nothing contained in this Paragraph 13.2 shall be skilled workers or proper materials, or fails to make
construed to establish a period of limitation with respect prompt payment to Subcontractors or for materials or
i to any other obligation which the Contractor might have labor, or persistently disregards laws, ordinances, rules,
~ under the Contract Documents, including Paragraph 4.5 regulations or orders of any public authority having juris-
- hereof. The establishment of the time periods noted in tion, or othenvise is guilty of a substantia) violation of a
Subparagraph 13.2.2, or such longer period of time as provision of the Contract Documents, and fails within
; may be prescribed by law or by the terms of any warranty seven days after receipt of written notice to commence
; required by the Contract Documents, relates only to the and continue correction of such default, neglect or viola-
specific obligation of the Contractor to correct the Work, tion ~vith diligence and promptness, the Owner, upon
and has no relatio~ship to the time within which the certificalion by the Architect after consultation ~vith the
Contractor's obligation fo comply ~vith the Contract Doc- Construction Manager that sufficient cause exists io justify
uments may be sought to be enfo~ced, nor ro the time such action, may, after seven days following receipt by
within which proceedings may be commenced to estab- the Contractor of an additional written notice and with-
lish the Contractor's liability with respect to the Contrac- out prejudice to any other remedy the Owner may have,
tor's obligations other than specifically to correct the terminate the employment of the Contractor and take
Work. possession of the site and of all materials, equipment,
13.3 ACCEPTANCE OF DEFECTtVE OR tools, cOnstruction equipment and maChinery thereOn
NONCONFORMING WORK owned by the ContraCtor dnd may finish the Work by
13.3.1 If the Owner prefers to accept defective or non- whatever methods the Owner may deem expedient. In
such case the Contractor shall not be entitled to receive
conforming Work, the Owner may do so instead of requir-
ing its remova) and correction, in which case a ChangC any further payment until the Work is finished.
Order will be issued to reflect a reduction in the Contract 14.2.2 If the unpaid balance of the Contract Sum ex-
~ Sum where appropriate and equitable. Such adjustment ceeds the costs of finishing the Work, including compen-
-shall be effected whether or not final payment has been sation for the Architect's and the Construction Manager's
made. additional services made necessary thereby, such excess
~ shall be paid to the Contractor_ If such costs exceed the
~ ARTICLE 14 unpaid balance, the Contractor shall pay the difference
TERMINATION OF THE CONTRACT to the Owner. The amount to be paid to the Contractor
or to the Owner, as the case may be, shall be certified by
, 14_1 TERMINATION BY THE CONTRACTOR the ArChitect, upon appliCation, in the manner provided
14.1.1 If the Work is stopped for a period of thirty days in Paragraph 9.4, and this obligation for payment shall
under an order of any court or other public authority survive the termination of the Contract.
_ AIA DOCUMENT AZOt/CM - GENERAL CONpITIONS OF THE CONTRACT fOR CONSTRUCTION
CONSTRUCTION AMNAGEMENT EDITION • JUNE 1980 EDITION • AIAO • OO 1980 • TNE
21 A201ICM - 19HO AMERICAN INSTITUTE Of ARCHITECTS. '1735 NEW YORK AVE.. N W., WASNINGTON, O.C. 20006
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
- GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan Bovle Hevamoto Architects Paqe 1
1 SUPPLEMENTARY GENERAL CONDITIONS
2
-3 In case of confiicts between the Supplementary General Conditions and the Standard General
4 Conditions, the provisions of Supplementary General Conditions shall govern.
' S
6 DEFINITIONS
_ 7
'8 The Contract Documents also include the Instructions to Bidders and Standard Forms and
9 Compliances.
10
11 COPIES OF DRAWINGS & SPECIFICATIONS
12
~ 13 Change paragraph 1.3.1 to require that Architect furnish to the Contractor, free of charge, twenty
14 (20) copies of the working drawings. Additional copies maybe obtained at cost of reproduction.
~ 15
16 EIGHT HOUR LAW AND PAYMENTS FOR LABOR
17
18 In accordance with Chapter 49.28 RCW, the Contractor agrees that no laborer, workman, or
- 19 mechanic in the employ of the Contractor, subcontractor, or other person doing or contracting
20 to do the whole or any part of the work contemplated by this contract, shall be permitted or
21 required to work more than eight (8) hours in any one calendar day, provided, that, in cases of
- 22 extraordinary emergency, such as danger to life or property, the hours of work may be extended,
23 but in such cases the rate of pay for time employed in excess of eight (8) hours of each calendar
24 day shall be not less than one and one-hatf times the rate allowed for this same amount of time
25 during eight (8) hours service. Any work necessary to be performed after regular working hours,
26 or Sunday or legal holidays shall be performed without additional expense to the Owner.
27
~ 28 PERMITS, FEES & NOTICES
29
30 The Contractor shall pay all fees and charges for connection to outside services and use of
31 public or private property for storage ofi materials, etc.
32
33 USE OF SITE
34
35 The entire site is available for use by the Contractor as storage for this project subject to Owner
36 approval. He may use this space for the storage of materials and for his building operations that
37 may be necessary on this property, but he shall at all times keep the roads adjacent to the
38 project open for traffic.
, 39
40 This Contractor is to be responsible for all damage to existing property either on this project or
41 adjacent property including roads and sidewalks occasioned by his construction. He is to return
, 42 the premises to their original condition at the start of the job, removing all debris and excess
43 materials, and restoring damaged property to equal original condition.
44
45
;
VERADALE HEALTH CARE CENTER - B9D PACKAGE NO. TWO '
GROUP HEALTJ-1 NDRTHU4JEST SUPPLEMEh1TARY GENERAL CONaITIONS ~ -
Tan Bovle Heyamata Architects Paqe 2 ~
1 SU8~ONTRACTORS
2
3 The Architect shaEl request thaf said list of subcontractors by Submitted prior to avtirarding of the
4Contract. The list must be satisfactory to all parties prior to signing of the Contract. The Owner
5 reserves the right to recomrnend subcontractors rejection and negotia,te change in Contract ;
6 arnQUnt (i# ~ny).
7
8 PERFORfVIANCE & PAYIVIENT BONQS !
9 ~
10 Performance Bond and Labor and Ma#erial Paymen# Bond shall be provided pursuant to Chapter
11 39.08 RCW, in an amount equal to 100% of the Contrac# Sum, with such sureties as are ~
12 satis#actory to the Architect and Owner. ~
13
14 PRPDR USE OR QCCUPANCY "
15 '
16 The Dwner reserves the right to use ar occupy the building or any portion thereo#, or to use +
17 equiprnent installed under the Contract, prior to final acceptance. Such use or occupancy shall k--
18 not cons#itute acceptan~e of the work as a whole or any par-t thereof.
19 -
20 CONTHACT Sl.JN1 -
21 ~
22 The Contract Sum and adjustrnent thereof shall include aIl taxes imposed by law except the 23 Vllashing#on State Sales Tax, which will be paid by the Owner to Contrac#or, vuha shall pay tax
24 to State of llVashington in accvrdance with the law. 25 26 CEiRTIFiCATES FOR PAYMENT
~
28 Within thirty (30) ca3endar days afrer receipt of each application for paymenk, duty certified by the
29 Archi#ect, the Dwner will rnake partial payment to the Con#ractvr, but the Owner shall retain a -
30 sum equal to five percent of all amounts as shown in #he arnount/totaf earned column of the ~
31 Applicaiion and Certificate for Paymen# on Contract form, as a trust fund for the protection and
32 payment of any person or persons, mechanic, subcantractvr, or materialrnan who shalf perform
33 and Iabar upon his contract or v►rork thereunder, and aII persvns who shall supply such persan '
34 or persons or subcontractors with provisions and supplies for the carrying an the such work, and ~R
35 the State vuith respect to taxes imposed pursuant #o RCW Title 82 vvhich rnay ba due from such
36 Cantractar. In accordance vvi#h the provisions of Chapter 60.28 RC11V, said trus# fund shall be I i
37 re#ained #or a period of thirty (30) days following the final acceptance of the completed wark
38 covered by the Contract, and every person perforrning labor ar furnishing supplies toward #he
39 carnpletion o# said work shafl have a lien upon said fund provided thaf proper notice of the fien
40 sha11 be g«ren as required by faw. After #he expiration o# the thirty-day period, and after receipt !
41 of a clearance by the Tax Cvrnrnission, the reserve in excess of a surn suff icient to discharge .
42 the taxes eertified as due or to become due by the Tax Commission, and the clasms of
f
43 materialman and labarers who have filed their claims, tagether with a surn sufficient to defray the 44 cost of foreclosing #he liens o# such clairns, and ta pay attorneys° fees, shall be paid to the V
45 Contractor. The provision of the Article sha1l supersede any ather conflicting provisions. -
~
;i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
~Tan Bovle Hevamoto Architects Paqe 3
1 No certificate given or payment made shall be evidence of the performance of the Contract,
2 either wholly or in part, against the claim of the Owner to the contrary, and no payment shall be
' 3 construed to be an acceptance of any defective work which may before or afterwards appear.
~ 4
5 CONTRACTOR'S LIABILITY INSURANCE
6
7 The Contractor shall obtain liability insurance covering all work of his own and that of his
8 subcontractors.
9 .
10 The contractor shall furnish the Owner with satisfactory proof of carriage of all insurance required
11 by him. All insurance policies and certificates must be signed copies. All policies shall name
12 Catholic Diocese of Spokane as additional named insured.
13
_ i 14 No cancellation of any of the foregoing policies shall be effective without fifteen days prior notice
15 of the University.
16
17 The Contractor shall not commence work until he has obtained all insurance required, nor shall
' 18 the Contractor allow any subcontractor to commence work on his subcontract, until all similar
19 insurance required of the subcontractor has been so obtained. The Contractor shall carry the
,-20 following insurance for the duration of the Contract.
21
22 Compensation Insurance: The Contractor shall carry Workers' Compensation Insurance for all
23 of his employees employed at the site of the project. The Contractor shall require the
, 24 subcontractors similarly to provide Workers' Compensation Insurance for all of the latter's
~25 employees unless such employees are covered by the protection in hazardous work under this
26 Contract at the site of the project. If not protected under Workers' Compensation Statute, the
27 Contractor shall provide and shall cause each subcontractor to provide compensation insurance
- 28 with private company in an amount equivalent to that provided by the Workers' Compensation
29 Statute for the protection of his employees not otherwise protected. The Contractor shall comply
30 with all the requirements and conditions of the State of Washington Workers' Compensation Law,
31 also with the Rules, Regulations and Decisions made during duration of the Contract. The
32 Contractor shall save the Owner harmless from any loss, damage or expense which it may suffer
33 by failure of the Contractor to comply with the above.
34
35 Public Liabilitv and Pronertv Damaae Insurance: The Contractor shall carry such Public Liability
36 and Property Damage Insurance as shall protect him and any subcontractor performing work
37 covered by this Contract, from claims for damages for bodily injury, including accidental death,
38 as well as for claims from property damage which may arise from operations under this
39 Contractor, whether such operations be by himself or by any subcontractor, or by anyone
40 directly or indirectly employed by either of them, and the amounts of such insurance shall be as
41 follows: Public Liability Insurance in an amount not less than $1,000,000 for injuries, including
42 accidental death, to any one person, and subject to the same limit for each person, in an amount
43 not less than $1,000,000 on account of one accident, and Property Damage Insurance in an
44 amount not less than $1,000,000.
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SUPPLEMENTARY GENERAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 4 1 Fire and Vandalism Insurance: The Contractor shail arrange fire and vandalism insurance for the
2 value of the building. Contractor shall bear all premium costs associated with such coverage
3 and pay any deductibles in the event of claims.
4
5 The Contractor shall furnish the Owner with satisfactory proof of carriage of all insurance required .
6 by him. All insurance policies and certificates must be signed copies. All policies shall name r
7 Pullman Family Medicine as additional named insured. No cancellation of any of the foregoing
8 policies shall be effective without fifteen days prior notice to the Owner. .
9 10
11 END OF SUPPLEMENTARY GENERAL CONDITIONS
i,
~
t'
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS
Tan Bovle Hevamoto Architects PaQe 1
- 1 SPECIAL CONDITIONS
~ 2
~
- 3 A. Wording of these Specifications: These specifications are of the abbreviated or
4 °streamline" type and frequently include incomplete sentences. Words such as "shall",
. 5 "the Contractor shall", "shall be°, and similar mandatory phrases shall be supplied by
6 inference in the same manner as they are in a note on the drawings. The Contract shall
7 provide all items, articles, materials and operations listed, including all labor, materials,
8 equipment and incidentals required for their completion.
- 9
_ 10 B. Division and Paragraph Numbering: Numbering and lettering of Sections and paragraphs
. 11 in these specifications are merely for identification. Sections included are listed in the
_ 12 "Table of Contents", together with the number of pages in each section. The Contractor
13 shall check his copies of the specifications with the index to be sure they are complete.
14
15 C. Number of Specified Items Required: Wherever in these specifications an article, device
16 or piece of equipment is referred to in the singular number, such reference shall apply
17 to as many such articles as are shown on the drawing or required to complete the
18 installation.
19
20 D. Coordination: All Contractors shall diligently comply with the following requirements:
21 1. Cooperate in planning and layout of the work well in advance of operations.
22 2. Inform other contractors of requirements at proper time to prevent delay or
23 revisions.
24 3. Be informed on the requirements of other contractors and check own work for
25 conflicts with the work of other contractors.
26 4. Ensure delivery of materials and performance of work on coordinated schedule
27 with other contractors.
28
29 E. Instructions to Contractor: All instructions will be given by the Architect/Engineer or his
30 authorized agents (Field Inspectors). No other instructions shall be recognized.
31 Instructions from the Architect will be made to the Contractor, or his authorized agent
32 (Job Superintendent) for distribution to subcontractors or tradesmen on the job.
33 Subcontractors and materialmen shall not contact the Architect/Engineer to discuss the
34 job.
35
; 36 F. Examination of Documents and Site: The Contractor represents that he has carefully
37 examined all contract documents and site conditions, and understands the character,
38 quality and quantity of work called for and all conditions of the contract. The Contractor
39 shall carefully compare and check all documents for omissions and discrepancies. This
.40 coordination shall precede each phase of the work and omissions and discrepancies
41 shall be reported promptly to the Architect/Engineer.
42
43
44
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS ~
Tan Bovle Hevamoto Architects Paqe 2 ,
1 G. Specification by Reference: Any material specified by reference to the number, symbol -
2 or title of a specific standard such as a commercial standard, Federal specification, a
3 trade association standard, or other similar standard, shall comply with requirements in
4 the latest revision thereof and any amendment or supplement thereto, in effect on the
5 date of Invitation for Bids, except as limited to type, class or grade, or modified in such ,
6 reference. The standards referred to, except as modified in the specification, shall have
7 full force and effect as though printed in the specification.
8
9 H. As-Built Records: Each Contractor shall keep an accurately marked job set of prints as '
10 the job progresses, with all changes or deviations from the original drawings covering the
11 work under his contract. Accurate measurements of all underground services and utilities
12 reference to the Buildings shall be kept. These records of buried utilities should note
13 changes of directions and locations, by dimensions and elevations, as the utilities are
14 actually installed. Upon completion of the project and before final payment, the '
15 Contractor shall forward one (1) set of blue line prints showing these as-built notations
16 to the Architect/Engineer.
17
18 I. Operating Instructions and Maintenance Manuals: Each Prime Contractor or
19 subcontractor shall instruct the Owner or his authorized representative in the operation
20 and maintenance of all equipment installed under this contract. He shall also deliver to - 21 the Owner two (2) copies of an Operations Manual describing the operation and ,
22 maintenance of all installations. Information contained in the manuals shall include 23 operating instructions, maintenance and service instructions, drawings, wiring diagrams,
24 catalog cuts, and repair parts lists. Data in manuals shall be neat, clean copies. Data
25 shall be 8-1/2 x 11 inch size or drawings accordion folded in this size. An index shall be -
26 provided with all contents listed in orderly presentation. Each manual shall be a three
27 ring binder with rigid covers. Edge and front shall be imprinted with the job number and
28 name. One preliminary volume in loose form shall be submitted for approval to the
29 Architect/Engineer prior to binding.
30 31 J. Damaged Trees: Any tree which is not ordered removed or provided for removal by the -
32 Architect/Engineer and which is destroyed or damaged to the extent that in the opinion .
33 of the Architect/Engineer the continued life of the trees is questionable, or which is 34 disfigured by the Contractor because of carelessness, negligence, or for any other reason
35 shall be removed by the Contractor at his own expense. In addition thereto, liquidated
36 damages will be assessed against the Contractor at the rate of $15.00 per circumferential ~
37 inch measured by the Architect 2 feet above the ground line for each standing tree to be
38 removed because of damage. Where any tree has been removed which has not been
39 ordered removed or provided for removal by the Architect/Engineer, the 40 Architect/Engineer shall measure around the top circumference of the remaining stump ,
41 and the same rate of liquidated damages shall be applied.
42 43 ~ .
44
45
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SPECIAL CONDITIONS
Tan Bovle Hevamoto Architects Paqe 3
, 1 K. Site Sanitation
2 1. The site of work shall be provided with sanitary facilities and kept in a sanitary
- 3 condition in accordance with the Rules and Regulations of the State Board of
4 Health Governing Sanitation of Places of Work; WAC 248-62.
. 5 2. Drinking water shall be provided from a proven safe source, for those connected
6 with the work. The water shall be piped or transported in such a manner as to
_ 7 keep it clean and fresh. Serve in single service containers or sanitary drinking
8 fountains.
- 9 3. Toilets are to be of the chemical type or connected to a sanitary sewer. Remove
10 when directed and disinfect the premises. (Refer to WAC 296-155-140 Dept. of
11 Labor and Industries).
. 12
13 L. Contractor's Registration: No bid will be considered unless the bidder has fully complied
, 14 with all the provisions of RCW 18.27, entitled "An Act Providing for the Registration of
15 Contractors and Prescribing Penalties" and the Contractor shall perform and carry out the
16 work of the contracts subject to and in accordance with the provisions of RCW 18.27
- 17 which by this reference is made a part of the Contract.
_ 18
19 M. Venue: In the event a suite is instituted by the Owner to enforce any of the provisions
20 of this contract it is agreed that venue of said suite may be laid in Spokane County, WA.
21
22 N. State Permits, Inspections, and Approvals: State electrical permits, inspections, and
23 approvals are required and must be performed subject to provisions of the State of
24 Washington, Chapter 207, Laws of 1963, entitled in part, "An Act Relating to Electricians
25 and Electrical Installations".
26
27 In compliance with Revised Code of Washington 19.28.210, all projects containing
28 electrical wiring, devices, or other electrical facilities shall be inspected by the State
29 Electrical Inspector and the electrical contractor shall obtain and forward to the Bureau
30 of Public Works a certification of code compliance from the State Electrical Inspector.
31 Final payment will not be made to the Contractor until these requirements are met.
32
33
34
35 END OF SPECIAL CONDITIONS
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST STANDARD FORMS & COMPLIANCES
Tan Bovle Hevamoto Architects Paqe 1
. 1 STANDARD FORMS & COMPLIANCES
2
3
4 FORM OF BID BOND
5
6 Each bid shall be accompanied by a certified check, a cashier's check, or a bid bond in the
~ 7 amount of five percent (5%) of the basic bid.
8
9 A bid bond shall provide for substantially the provisions contained in A.I.A. Document A310.
10
11 FORM OF AGREEMENT
12
. 13 The "Standard Form of Agreement Between Owner and Contractor", A.I.A. Document A101, 1987
14 Edition, shall be the Contract form. A copy of this form is on file in the Architect's office.
, - 15
, 16 PERFORMANCE & PAYMENT BONDS
" 17
- 18 Performance Bond and Labor and Material Payment Bond shall be provided pursuant to RCW
: 19 39.08 in an amount equal to 100% of the Contract Sum, with such sureties as are satisfactory
~-20 to the Architect and the Owner.
21
. 22 GENERAL CONDITIONS
' 23
24 The standard form "General Conditions of the Contract for Construction", A.I.A. Document A201,
25 1987 Edition, shall be the General Conditions of the Contract together with "Supplementary
26 General Conditions prepared by the Architect for this contract.
27
28 CONTRACTOR REGISTRATION
29
30 Comply with RCW 39.75. See Form of Proposal.
31
32 HOURS OF LABOR
33
34 Comply with RCW 49.28. See Supplementary General Conditions.
35
36 AGED & PHYSICALLY HANDICAPPED
' 37
38 Comply with RCW 79.82.
39
40
~ 41 END OF STANDARD FORMS & COMPLIANCES
42
, 43
.i ,
11ERADALE HEALTH CARE CENTER - B[D PACKAGE NO. TW0
- GROUP HEALTH NQRTHVI1EST DRAWING IhJ~~ SHEET
Tan Boale Hevamoto Pa4e 1
DRAWING INDE)C SHEET
The fvllawing is the Eist ❑f dravvings mentioned in these specifications and the same are hereb}r
made a part of the Contract Dacurnents. The drawings are dated April 27, 1992.
~TITLE
Drawing
Title AI~CHETECTURAL
T-1 Title Shee#
~
A-1 Site Grading, Site Plan (fior information vnly) not in Contract
MECHANICAL
M-1.2 Mechanical Site Pian
,
~ lill-1 .3 Utility Details
,
~
~
,
~
1JERAaALE HEALTN CARE CENTER -BID PACKAGE NO. TWD
GR(]CJ RHEALTH NORTHUIIEST SlJ M NtARY OF TH E V1~ORK
~ Tan Bavle Hevamoto Sectiofl 01010 Paae I
1 SECTION 01010 -SUMMARY OF THE WORI{
,2
i ! 3 PART I - GENERAL
- A
. 5 RELATED aaCuMENrS
s
7 All provisions of the contract including Enstructions to Bidders, The Genera! Conditions of the
~ 8Con#rac#, Addendum to the General conditions of the Contract, Special Conditions and a11
~ 3 sectioris of Division I are hereby rnade a part vt this sectivrr as fully as if repeated herein.
;-J 10
11 1NORK INCLUDE[]
12
13 It is the intentivn of these specification and accompanying drawing to include all labor, materials,
_ 14 and related items except as specifically stated otherwise for the construction of Footings and
15 Foundaiions for lhe 1leradale H+eafth Care Center.
- 16
17 1lUork includes the following:
1$
.
19 This Bid Package includes but may not be iimited to the fiollowing work:
20
21 Installation of underground site trtilities including but raot limited to water, sewer, gas and
;---1 22 reiated cornponents, assemblies and equipment. Ins#a!E all utilities to within #ive (5) feet
23 of the perimeter building line. Cap all lines for final connectians to building systerns.
- 24 Provide all excavatian, trenching, bedding material, thrust blacks and baclcfilling required
25 by the documents.
26
27 OCCUPANCY BY THE OVkINER
28
29 Occupancy of the Owraer will occur as soon as practical for both parties and shall be on an
- - 30 11 e1 Itir'G prkJJe4iln bCds1s.
31
-32 SUPERiNTEIVDENT
- 33
34 The General Cvntractvr sha11 have a competent superintendent at #he site at a11 times when any
35 work is berng accomplished by his farce or by the subcontractors. The sarr7e superintendent
36 shall be used thraughout the job unless othenrvise mutually agreed to by the Owner, Architect
; 37 and Contractor.
- 38
39 SCHEDULE
, 40
41 As schedu'led by the General Contractor.
42
43 Substantial Cvmpletion is sch+eduled for December 18, 1992.
~ 44
45 Interruptions of ufilrties and service5 to the building made necessary by the new work, shalt not
.46 vccur wiihout 72 hour prior written nvtification tD, and conseni of, the Owner.
,
,
<<
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SUMMARY OF THE WORK
Tan Bovle Hevamoto Section 01010 Paqe 2
1 PART 2 - PRODUCTS
2
3 Not Used ,
4 '
5 PART 3 - DCECUTION
6
7 Not Used '
8
9
10 END OF SECTION 01010
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST COORDINATION
Tan Bovle Hevamoto Section 01040 Paqe 1
SECTION 01040 - COORDINATION
2
3 PART 1 • GENERAL
4
5 RELATED DOCUMENTS
6
7 All provisions of the Contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Requirements for MWBE
9 Participation, Special Conditions and all sections of Division 1 are hereby made a part of this
10 section as fully as if repeated herein.
' 11
- 12 PROJECT COORDINATION
~ 13
- 14 Coordination of the work, including activities of subcontractors, is the sole responsibility of the
, 15 Contractor as provided for in the Special Conditions.
~ 16
~ 17 Installation of work, including mechanical and electrical systems, shall be laid out and scheduled
18 to make the best use of available spaces, especially in remodeled areas where clearances are
19 at a minimum. No extras will be allowed for removal and reinstallation of new work caused by
20 failure of the Contractor to coordinate the work or of the subcontractor to review the work of.
21 other trades which might affect the work.
22
23 COORDINATION WITH OWNER
24
25 The Contractor shall cooperate with the Owner in integrating work on this project with other work
26 by the Owner or other separate contracts. .
27
28 This cooperation shall include giving notifications required in the specifications, exchanging
29 information with the Owner and scheduling of activities under this Contract. Whenever possible
30 the exchange of information shall occur during regularly scheduled construction coordination
31 meetings.
32
33 The Contractor shall at no time be obligated to supervise the work of the Owner or work being
34 done under separate contracts.
35
36 CONSTRUCTION COORDINATION MEETINGS
37
38 Refer to Section 01200 - Project Meetings for construction coordination meetings. Weekly
39 construction coordination meetings are anticipated during major construction activities.
40
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST COORDINATION
Tan Bovle Hevamoto Section 01040 PaQe 2
1 -
2 PART 2 - PRODUCTS
3
4 (Not used) ' .
5
6 PART 3 - EXECUTION
7 ~
8 (Not used)
9
10
11 END OF SECTION 01040
i
1IERADALE HEALTH CARE CENTER - BfD PACKAGE NO. T1J'VO
, GROUP HEAL7H NORTHWEST ClJTTING & PATCHlNG
; Tan BQvle Heyamoto Sectian 01045 Paqe 1
~
- ~ SECTION 01045 - CUTT1NG & PATCHING
2
3 PART 1 - GEfVERAL
:i 4
5 HELATED DOCLJfV#EIVTS
6
7 All provisions of the contract including Instructions ta Bidders, The General Conditions of the
8 Contract, Addendum to the General conditians ❑f the Contractr Special Canditions and all
9 sections of Division 1are hereb}r made a part of this section as fully as if repeated herein,
10
11 WDRK INCLLJDED
12
; 13 Work includes the cutting af existing or previausly ans#alled surfaces, components 2~nd structural
14 elements made necessar-y in connection with remavals and installations of new vtirork as shown
15 an the drawings ar required by the specafications.
16
~ 17 Pa#ching and repair of sucfa,ces, cornpanents and StruCturar elernents back to Driginal condi#ian
18 and' strength is incfuded,
i 19
20 RELATED 1NORK SPECfFIED ELSEWHERE
_ 21
22 Refer to specification~ sections rerated ta the surface, finish ar material being cut and patched,
23 and related ta the new work causing the cutting and patching. .
24
' 25 PART 2 - PRODUCT~
~7 MATERIALS
28
29 All rna#erials used for patch;ng shall be as specified in #he specifica#ion section related #o the
30 5urfaCe, finish or materials being cut and patched.
31
32
33 PART 3 - E)CECUTiON
34
35 RESPDNSIBILITIES
36
--37 The rnechanical and electrical subconkractors wil3 be respansible for their own cutting and far the
38 cost of having #he pa#ching done,
39
40 The General Contrac#or shall be responsible for finishing or painting of patches in finished areas.
,
41 Aff patches shafl match adjacent wall iinish texture and materials.
42
43
44
- 45
46
~
i
~i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO .
GROUP HEALTH NORTHWEST CUTTING & PATCHING Tan Bovle Hevamoto Section 01045 Paqe 2
1 CUTTING
2
3 Wherever possible, cutting shall be accomplished by drilling, core drilling or sawing. Use of a ,
4 roto-hammer shall be limited to those activities that cannot be accomplished in any other way. 5 The Contractor shall take particular care to contain all water used in cutting. No spilling of water ,
6 inside of the occupied areas wi11 be permitted. The Contractor shall be responsible for any .
7 damage to finishes, equipment or supplies from water that is not contained. '
8 .
9 No cutting of any structural members will be permitted without written authorization from the
10 Architect.
11 .
12 PATCHING '
13 I .
14 Wherever possible and in all cases where materiai being cut was installed under this Contract,
15 patching shall be done by the original installer and charged to the contractor or trade doing the .
16 cutting. Otherwise the contractor doing the cutting shall hire a mechanic skilled in the -
17 application of that particular finish to do the patching. Mechanical and electrical subcontractors
18 shall not attempt to patch exposed finishes with their own forces. ,
19
20 Patching shall be done so as to leave a monolithic finish matching the original installation.
21
22 SMOKE AND FIRE SEPARATION -
23
24 The integrity of smoke and fire separation shall be maintained at all times. Any penetration of -25 a smoke or fire separativn by duct work, pipes, condu+t, etc. shal{ be sea{ed with fire-stop .
26 caulking as required by the Building Code. Caulking sha11 be installed in fu11 compliance with the
27 U.L. test report and the manufacturers recommended instructions.
28 ' .
29 DUST AND DEBRIS
30
31 When working in occupied areas of the building, the Contractor shall be responsible for control
32 of all dust and debris caused by the cutting and patching and the cleanup of same at the end 33 of each activity and each work day. .
34 ~ 35 The use of drop cloths is encouraged. The Contractor shall make certain that the undersides 36 of drop cloths are clean and dust free prior to use over furniture or equipment.
,
37 '
38 SPECIAL REQUIREMENTS AT EQUIPMENT -
39
40 The Contractor shall coordinate his activities with the Owner before cutting or patching occurs
41 in occupied rooms containing electrical or other equipment. 42 .
43 Work with the Owner to protect equipment from damage whenever equipment cannot be moved
44 from the area. -
45
46 END OF SECTION 01045
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST FIELD ENGINEERING
Tan Bovle Hevamoto Section 01050 Paqe 1
1 SECTION 01050 - FIELD ENGINEERING
2
- 3 PART 1 - GENERAL
~ 4
5 RELATED DOCUMENTS
6
, 7 All provisions of the Contract including Instructions to Bidders, the General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Conditions and all
9 Sections of Division 1 are hereby made a part of this Section as fully as if repeated herein.
, 10
' 11 WORK INCLUDED
12
. 13 Work includes all layout of grades, lines and elevations necessary to accomplish the work as
- 14 shown on the Drawings and herein specified.
_ 15
; 16 Also include work necessary for the proper documentation of as-built drawings.
17
18 PART 2 - PRODUCTS
~ 19 (Not used)
~ 20
21 PART 3 - DCECUTION
22
23 LAYOUT OF PROJECT
24
25 The Contractor shall establish control points and bench marks at fixed locations that can be used
26 throughout the project for layout and verification.
27
28 The Contractor shall accurately layout subgrades and final grades necessary to produce finished
29 conditions shown on the drawings.
30
31 Finished floor elevations shall be carefully set and verified so that connections to existing
32 structures can occur as detailed.
33
- 34 The Contractor shall assist subcontractors during rough-in of services to assure that work will
35 be properly coated with respect to finished conditions.
- 36
37 AS-BUILT DRAWINGS
. 38
39 Take necessary measurements to correctly locate all concealed work or installations that does
40 not occur as shown on the drawings.
41
42 These measurements shall be transferred to the as-built drawings.
43 '
44
- 45 END OF SECTION 01050
11ERADALE HEI4LTH CARE CENTER - BID PACKAGE NO. TWO
, GROUP HEALT'H NORTHWEST SUBMITTALS
' Tan Bovle Hevamo#o Sectian 01 300 Paqe ~
~
~ ~ECTION 01300 - SUBNlI-FTALS
_ 2
3 PART 1 - GENERAL
J 4
_ 5 RELATED DOCLlMElVTS
~ ~
7 All prauisions of the Contract including InstructEons tv Bidders, The General Conditions of the
8 Cantract, Addendurn t❑ The Ceneral Conditions of the Contract, Special Canditions and all
~9Sections af Divisian I are hereby made a part vf tnis Section as #ully as if repeated herein,
. 10
11 SUBMITTAL FORMAT
; 12
13 All schedules, ca#alag information j lists} reports and v+rarranties shall be subrnitted in an 11" x 17"
14 page format.
15
, 16 Alf shvp drawings sh2t1l be submitted in art B-1 /2" x11" page format or in 24" x 36" drawing
17 iarmat.
-18
i'19 CONSTRLJCTION SCHEDULES
20
21 Subrrrit a cons#ruction schedule as required by Article 3 o# the General Conditians af the
~ 22 Contract.
~ 23
, 24 The canstructian schedure sha!l be in the forrn of a Bar chart vr CPM chart that will graphically
, 25 indicate the start finish calendar dates (exp: 9~6/89) of each Project {Construct #ask} and re9ated
26 sequential #ask by the various trades and the separate phases of the project. This schedule shall
27 be updated by the Canfracfor so #hat it reflec#s the actual progress on the site.
28
29 f111inimurn schedule listing wil[ includ~ ~eparate line items for each CSI Specificat,ions Division 2
30 through 16 and sub-sections confiained within each specification sec#ion.
, 31
32 fihis schedule will be used by ihe Owner and the Arch%tect to verify the Cantractor°s progress
33 with respect to the Contract cornpletion date and the Cantracfar's requests for payrnents.
~ 34
- 35 SUBCONTnACTORS AND SUPPLIERS LIST
36
37 Submit a list of the names of the subcontractars and suppliers as requEred by Article 34 of The
~ 38 Generai Conditians af the Cantract.
39
40 List shall indicate narrtes and addresses and shall indicate what portion af the work each
_41 subcontractar or supplier is responsible for.
42
- ~ 43 PROCURENIEIVT SCHEDULE
44
45 Submit a shop drawing procurernertt schedule that indicates submit#af date and Architects and
46 Engineers review period (two week minirnum). ScheduCe to coordinate ancf infiegrate with the
i
. ~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SUBMITTALS
Tan Bovle Hevamoto Section 01300 Paqe 2
1 construction schedule and must reflect reasonable sequence and review periods.
2 -
3 SCHEDULE OF VALUES, 4
5 Submit a Schedule of Values for the various parts of the work as required by Article 23 of The _
6 General Conditions of the Contract. ;
7
8 The schedule shalf be divided by CSf Specification Divisions and subsections and/or Sections
9 and by phase or area of work and shall be in sufficient detail to serve as a basis for verifying the
10 Contractor's requests for payment. -11
12 The schedule shall include separate values for project start-up, bonds and insurance and project ~
13 closeout. The Project closeout value shall equal not less than 3% of the amount of the general
14 construction, mechanical construction and electrical construction and asbestos abatement work.
15 16 SHOP DRAW{NGS
17
18 Submit shop drawings as required by Article 5 of The General Conditions of the Contract.
19 ;
20 Shop drawings shall be submitted for all areas specifically required in the Specifications and
21 elsewhere as may be necessary to clarify or fully detail the work. This includes, but is not limited
22 to, the following: 23
24 1. Reinforcing steel for concrete and masonry
25 2. Concrete mix designs ,26
27 Shop drawings shall be checked by the Contractor before submitting to the Architect and shall ,
28 be stamped by the Contractor with his signature before submitting to the Architect.
29 -
30 Shop drawings submitted to the Architect without the Contractor's authorized approval shall be
31 returned to the Contractor for his review prior to Architect's review and before re-submittal to the '
32 Architect.
33 _
34 Contractor to submit 6 sets of shop drawings for each required submittal. 35 -
36 Shop drawings shall be distributed as fol{ows: One copy for the Architect's office, one copy for
37 the Engineer, one copy for the Contractor's office, one copy for the Contractor's field records
38 suppliers/installers/fabricators. One approved copy of each shop drawing and submittal for the :
39 Owner.
40
41 ~
42
43 SAM PLES
44
45 Submit samples as required by Article 8 of The General Conditions of the Contract.
46 ,
VERADALE HF-A,LTH CARE CEhI~ER - BID PACKAGE ND. T1ND
- GROUP HEALTH lVORTHINEST 5UBMITTAL§
: Tan 8ov1e He►ramoto Section 01300 Paqe 3
;
- 1 Physical sarn,ples shall be submitted for a11 iterrrs specifically required in the Specifications and
2 elsewhere as may be necessary t❑ aid in the selection o# color, pattern, texture vr quality of the
; 3 finish. This includes, but is nvt limited to the foElowing:
4
5 1. Architec#ural woadwQrk
6 2, Acaustical treatrnent
~ 7 3. Resilient flooring
8 4. Carpet
! 9 5. Paint
~ 10 6. Wafl covering
11 7. Additional iterns required in Divisions 157 16 and 17.
' 12
i13 Samples of finish Fnaterials will be used by the Architect in the preparatian vf color boards for
14 approval by the Dwner. ,
; 15
16 Appraved samples o# wovdwork and casework rnay be incorporated into the finished uvork as
17 permi#ted in the corresponding sections of the Specificatians.
, 19
20 C~TALOG INFORMAT~ON
, 21
22 Submit catalog infvrmatiort vn all stock items used on the project.
23
24 Catalog information shall be subrnatted for alf items specifcalEy required in the Specifications and
~ 25 ePsewhere as may be necessary ta determine sizes f4r field installativn, manufacturer"s
26 recamrnended installation rnethads, curing conditions, etc. This incCudes, but is not lrmited to
_ 27 the fallowing.
' 28
29 1. Concrete rnix design
30 2e Concrete hardeners and sealer 31
32 Quantities and distributian Q# catalog information shall be as listed under Shap Drawings above.
33
' 34 MATERIALS SCHEDULES
_ 35
36 Submit schedules for finish hardware. Schedules shall indicate Iocation, catalog nurnber, f,nish,
37 size, quantity, etc. o# all iterns on the project.
_ 38
39 Quantities and distribufion of corrected schedules shall be as listed under Shop Drawings above.
40
' 41
42
43 OPERATING AhlD MAINTENAIVCE MANUALS
44
- - 45 Submit Operating and Maintenance Manuafs as required in Section 01700 - Contract Claseout,
46
'I
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST SUBMITTALS Tan Bovle Hevamoto Section 01300 Paqe 4 1 TEST AND MILL REPORTS
2
3 Test and mill reports shall be submitted where required by the Specifications or Building Code ~4 requirements. - 5
6 MATERIAL SAFETY DATA SHEETS,
7 '
8 Submit as required in Section 01065 - Hazardous Materials Requirements.
9 ~
10
11 PART 2 - PRODUCTS
12 (Not used) :
13 ' 14 PART 3 - EXECUTION
15 (Not used)
16 17 END OF SECTION 01300
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST QUALITY CONTROL
Tan Bovle Hevamoto Section 01400 Paqe 1
1 SECTION 01400 - QUALITY CONTROL
2
; 3 PART 1 - GENERAL
. 4
5 RELATED DOCUMENTS
~ 6
.7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 SPECIAL INSPECTION
12
13 Special inspection and testing of materials during construction is required by Section 306 of the
14 Uniform Building Code for specific types of work. Additional testing is required by the Owner for
-15 work covered by specific sections of the specifications.
; 16
17 Inspection and testing of materials is required for the following work:
18
19 1. Earth compaction
20 2. Concrete mixing and placement
21 Concrete Reinforcing Steel inspection
: 22 Anchor Bolt placement inspection
- 23 3. Welding
_ 24 4. Other work required by the City Building Official and the 1988 Uniform Building
,25 Code at the time the building permit is released.
26
27 OWNER'S INSPECTION
28
29 The Owner will engage. and pay a testing laboratory to provide special inspection and testing of
30 materials.
31
32 The Owner, Architect, Engineer and General Contractor shall sign and submit copies of the
33 "Special Inspection and Testing Notice and Agreement" required by the City of Spokane to the
34 City Building Official for approval.
35
36 CONTRACTOR'S RESPONSIBILITY
37
, 38 The Contractor shall call for and obtain all required City Special Inspection or Code inspections
39 and/or tests, and obtain and submit all certificates to the Architect.
, 40
~ 41 General Contractor is responsible for all coordination and scheduling of the Owner supplied
- 42 testing services.
, 43
. 44 The Contractor shall lay out that part of his work requiring inspection/ testing so that the time
45 of the inspector on the job shall be as continuous as practicable.
- 46
i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST QUALITY CONTROL ~
Tan Bovle Hevamoto Section 01400 Paqe 2 ;
. 1 Contractor shall provide testing laboratory with the following materials for testing: '
2
3 1. Cement
4 2. Sand -
5 3. Course aggregate _
6 4. Concrete from each shipment ,
7 5. Concrete masonry units 8 6. Mortar and grout
9 7. Material samples when required by the specifications, the Spokane County ~
10 Building Official, or the 1988 Uniform Building Code.
11
12 Contractor shall notify Architect and testing laboratory 48 hours before each intended operation .
13 which requires inspection or testing.
14
15 If testing reveals defective work, Contractor shall remove and replace at his own expense in :
16 accordance with Article 13 of the General Conditions. 17
18 If concrete test cylinders fail to meet design stresses, the Contractor shall make core and load
19 tests if required by the Architect or Building Code. Core tests shall be made in accordance with
20 ASTM C42. Load tests shall be made in accordance with paragraphs 201 and 202 of the ACI
21 Building Code. Cost of these tests shall be paid for by the Contractor. •
22
.23 LABORATORY AND INSPECTOR'S ROLL J
24
25 The testing laboratory shall employ on-site inspectors and lab technicians who meet minimum
26 qualifications established by the City Building Official.
27
28 The inspector shall have full authority to see that specifications are complied with. In the event 29 unforeseen circumstances develop, inspector :shall make immediate report to Architect for
30 decision.
31 .
32 The testing laboratory shall do testing and inspection for the following work: '
33
34 1. Earth compaction 35 2. Concrete mixing and placement
36 3. Concrete masonry
37 4. Other work required by the City Building Official at the time the building permit is 38 released.
39
40 The testing laboratory shall keep accurate records and make appropriate reports.
41 42 The testing laboratory shall inspect reinforcing steel and placement of same before concrete is
43 placed and provide continuous supervision of concrete mixing and placing. In-plant inspection ,44 for transit-mixed concrete will be waived provided concrete batch plant is certified by the City . ;
45 Building Official.
46 -
i
VERADALE HEALTM CARE CENTER - 61D PACKA~E NO. TVVO
1 GROUP HEALTH NORTHWEST QUALITY ~ONTROL
~ Yan Bov1e Hevamo#a Sectian 01 400 Paqe 3
1 The testing laboratory shafl make slurnp tests of each ~ruck per ~STfVl C143 and see that
2 batches are consistent_
3
4The testing laboratory shall make and cure 3 compression test cylinders for each 30 cubic yard
5 pour or each day's pour whichever is smalfer, for each struciural category per ASTM C31.
6 -
' 7 The tes#ing laboratory shall tes# or obtain certificates for tests on reinfiorcing steel as specified,
_ B make preliminary analysis of aggregate and determine i# cancret~ supplier can cansistently
9 furnish quality► of concrete specified, test or vbtain certifCates fvr tests of cemenf as specified,
_ 10 determine exact proportion of mix and submi# to Architect #or review. Make praper provisions
11 for delivery of test cylinders -to laboratory.- Make- compressian tests per ASTM C39, break one
12 cylinder at 7 days and two cylinders at 28 days, unless othenrvise directed. .
~ 13
14 Concrefe re,porks shall inclucfe:
- 15
-
_I 16 1 . Weather and date o# pour
17 2. Ecact mix used and maximum size af aggregate
- 18 3. Location in building where pour aGCUrred
~i
; 19 4. Cylinder identification and date received at laboratory
20 5. Slump data
21 6. Concrete suppfier's name
22 7. Inspector's name
23 B. Analysis vf the reason in even# an}r cyEinder tes# low
, 24
~ 25 The testing laboratory shall test cancrete masonry units for moisture content per AST111E C140.
,
26 Testing sha11 be done on a representative sampring of 8units delivered to the job s€te and
~ 27 rand4mly 5elecfed by the Architect. •
28
29 The #estin Iaborato shall i~rs ect rein#otcin steel.and lacemer~t of sact~e in struc#ural rr~asc~r~
~ ~Y P J~= P ry
30 before grout is poured and prvvide cantinuous supervisian vt grvut mixing and placing. In-pfant
~ 31 inspection for transi#-mixed graut will be waived provided concrete batch plant is certified by the
' 32 City Building OfficiaL
33
34 Other tests or inspections shall be accamplished as required by the Unifarm Building Code, #he
35 City Building OificiaE, or as outlined elsewhere in the specifications.
36
37 The testing laboratory sha11 mail copies of all repor#s to:
38
39 1. One copy to Architect
; 40 2. One copy to Structural Engineer
41 3. Orae copy to Cantractar
42 4. One copy to Building Department
43 5. One copy to Owner
~
44
45 The inspector and tesfiing laboratory shall make required nvtifications to #he Crty Building Oi#icial
46 of nanconforming work that is not corrected.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST PRODUCT OPTIONS & SUBSTITUTIONS
Tan Bovie Hevamoto Section 01630 Paqe 1
1 SECTION 01630 - PRODUCT OPTIONS & SUBSTITUTIONS
2
~ 3 PART 1 - GENERAL
i
~ 4
5 R ELATED DOCU M ENTS
6
7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General conditions of the Contract, Special Conditions and all
9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 PRIOR APPROVAL FOR SUBSTITUTIONS OF PROCEDURES OR MATERIALS
. 12
, 13 Specific reference in the specifications to any article, device, product, materials, fixture, form or
14 type of construction, etc., by name, make or catalog number, shall be interpreted as establishing
15 a standard of quality and shall not be construed as limiting competition. The Contractor may,
; 16 at his option, submit to the Architect any article, device, product, material, fixture, form or type
17 of construction as a substitution for approval.
- 18
~ 19 In order to allow the fullest competition, consistent with the Owner's interests, the Architect will
- 20 give consideration, prior to submission of Qroposals, to requests for approval of products and
, 21 materials competitive with and similar to those specified by name. To be considered and in
22 order to facilitate the Architect's review of requests for approval of substitutions for specified
23 products or materials, all such requests shall be made in writino at least 5 davs arior to date of
24 receivina bids.
25
26 Products and materials that have been approved in concept by the Architect will be listed in
27 addenda to the bidding documents furnished to all bidders. Following receipts of bids no further
28 requests for substitutions of products or materials will be considered.
29 30 In connection with the use of any substitute item approved by the Architect, it shall be the
31 contractor's responsibility to see that such items meet all space requirements and that any
32 alterations to connecting items necessitated by use of the alternate items are properly made, at
33 no increase in cost to the Owner.
34
~ 35 All reauests for substitutions shall be submitted on the substitution request form on the followinq
36 pape.
37
38 PART 2 - PRODUCTS
39 (Not Used)
40 PART 3 - EXECUTION
41 (Not used)
42 END OF SECTION 01630
r .
11w Construa.~on
S1.1BSTITL~TIO~1 RE(~[..lES~i' FC~f~M ~;Acuscns ~nszllute
,
~ CIULPM
i
TO
i ~ PROJECT
~
1. Vlle hereby subm;t for your cansidetation #he foflowing product rnMead of the specffied item for ths above prflJect:
Section Paqe LinelPa►e. qraph Saecified ttem
2. Proposed Substi#irttan:
' 3. Reasan for SubstitAan: -
~
1
4. Affach ovrnpfete technical da#a, induding ladoratory tests4 if applic:abfe.
S. Include complete inforrnation ori changes #o Drawings andfor Specifir,ations v}rhich proposed substitutian will require for its
- proper In5tallatisR.
6. Does the substitute affed dtmensions shown on Qrawings? ~
I
7. 11YlI the undersigned pay far changes to the building and systerns design, incfuding en$ineering and de#ailing cr,s#s c,aused
by tf1e requested substitvtton?
~ B. Describe the affect su6stitution has or► other trades.
I9. Ds#farenoes between praposed substitutiort arad speaFed itern. 10. Manufac#urer's guarantees of the proposed and specified iterns are: ❑ Same El DifYerent (explain on aftachment)
_ 'i`he undersigned states that the functian, apPearan€€;e and FOR USE BY RE1lIEINER: ,
quality are equivalent or superivr to the speeffied item.
❑ Accepted El Acoepted as Noted
Sl.fBMfTirED BY: ~ Nvt Accepted L~ Received Tov Late
~
LJ Approved for Sidding subject to review
and approval of $ubmittals
Signature
~
By
Frrrw
, Date
!4lailing J4ddress
Remarks
~ atY State Zip ~
i ~
I p
~ P4ease check I# tfiere are attachm$nts
~
*wwr~* 14l1SW@f all nUeStlofJS w+w~-r Fill i[1 a~~ ~iaLf1kS •~r•*r 11SP_ hat-tk nf fnrm 9 ssffat-hmantc Ae r,aaridrf ~**~r
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 PaQe 1
SECTION 02200 - EARTHWORK
. 2
3 PART 1 - GENERAL
4
5 RELATED DOCUMENTS
6
' 7 All provisions of the contract including Instructions to Bidders, The General Conditions of the
8 Contract, Addendum to the General Conditions of the Contract, Special Conditions and all
~ 9 sections of Division 1 are hereby made a part of this section as fully as if repeated herein.
10
11 RELATED WORK Sqecified Elsewhere
12
13 Refer to Building and Contract Forms, Section °Information Available to Bidders° Geotechnical
14 Report.
i 15
16 DESCRIPTION OF WORK
17
, 18 Extent of earthwork is indicated on drawings.
; 19
20 Excavation required for underground mechanical and electrical site utilities, and buried
21 mechanical and electrical appurtenances.
22
23 Definition: "Excavation° consists of removal of material encountered to subgrade elevations
24 indicated and subsequent disposal of materials removed.
25
26 JOB CONDITIONS
27
28 Site Information: Data on indicated subsurface conditions are not intended as representations
29 or warranties of accuracy or continuity between soil bearings. It is expressly understood that
30 Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor.
31 Data are made available for convenience of Contractor.
32
33 Additional test borings and other exploratory operations may be made by Contractor at no cost
' 34 to Owner.
- ~ 35
36 Existing Utilities: Locate existing underground utilities in areas of work. If utilities are to remain
37 in place, provide adequate means of support and protection during earthwork operations.
38
39 Should uncharted, or incorrectly charted, piping or other utilities be encountered during
40 excavation, consult utility owner immediately for directions. Cooperate with Owner and utility
41 companies in keeping respective services and facilities in operation. Repair damaged utilities
42 to satisfaction of utility owner.
, 43
44 Do not interrupt existing utilities serving facilities occupied and used by Owner or others, during
45 occupied hours, except when permitted in writing by Architect/Engineer and then only after
46 acceptable temporary utility services have been provided.
47
48 Provide minimum of 72-hour notice to Architect/Engineer, and receive written notice to
49 proceed before interrupting any utility.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO ' .
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paqe 2 '
1 Coordinate with utility companies for shut-off of services if lines are active. 2
3 Use of Explosives: The use of explosives is not permitted. ,
4
5 Protection of Persons and Property: Barricade excavations, sidewalks, construction lighting ,
6 placed on construction fence, and other facilities occurring as part of this work and post with
7 warning lights. -
8 9 Operate warning lights as recommended by authorities having jurisdiction. 10
11 Protect existing utilities, sidewalks, pavements, and other facilities from damage caused by
12 settlement, lateral movement, undermining, washout and other hazards created by earthwork ~
13 operations.
14
15 PART 2 - PRODUCTS
16 17 SOIL MATERIALS
18
19 Definitions:
20
21 Satisfactory soil materials are defined as those complying with ASTM D 2487 soil classification ;
22 groups GW, GP, GM, SM, SW and SP. .
23
24 Unsatisfactory soil materials are defined as those complying with ASTM D 2487 soil classification ,
25 groups GC, SC, ML, MH, CL, CH, OL, OH and PT.
26
27 Artificial Fi11: Subgrade material that has been placed on primarily the southern portion of the 28 site to a depth of 4.7 to 5.0 FT below existing grade. Refer to Geotechnical Report.
29
30 Drainage Fill: Type One: Typical at all dryweil locations. Washed, evenfy graded mixture of
31 washed river stone, wiih 100% passing 1-1 /2" sieve and not more than 5% passing a No. 4
32 sieve. Type Two: Typical at all Utility trenching locations. Washed evenly graded mixture of
33 washed river gravel or stone with 95% passing 3/8 or 1/2" Diameter sieve and not more than -
34 5% passing a number 4 sieve.
35
36 Subgrade Fill Materials: Satisfactory soil materials free of clay, rock, or cobbles larger than 2"
37 in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter.
38
39 Subbase Materiai: Material consisting of 5J8" minus crushed rock or stone.
40 '
41 Structural Backfill: Structural backfill consists of well graded sand and gravef that is placed in -
42 10" maximum lifts and compacted to a density of not less than 95% of the Modified Proctor
43 density (ASTM D 1557). Maximum particle size of the structural fill shall not exceed two inches. ;
44 Fines, defined as that portion by weight passing the No. 200 mesh sieve, based on the 3/4 inch _
45 minus fraction shall be not greater than 15°l0. If wet conditions are encountered during fill
46 placement the fines content shall be limited to not more than 5% by weight. In addition, fines
47 shall be non-plastic. The fill shall consist of sound particles and shall not contain organics, _
48 debris, and deleterious materials. _
49 '
IfERADALE HEALTH CARE GENTER - BI'D PACKAGE NO. TWO
GROUP HE4LTH NORTH1NEST EARTHV1IORK
; Tan Sovle Hevamotv Architec#s Section 02200 Raae 3
,
i;
1 The Geotechnical Report indiCates #ha# the existing artificial fi[I may rneet the abave specifications
2 and wilf be acceptable for subgracfefstructurat back material. For bidding purpases, native soil
3 material is avaiCable #o be used for backfill, s#ruCtural fili and site berming. Corrtractor is to
~ 4 include in his bid additional impvr#ed rnaterial to complete afE site grading work.
5
~ PART 3 - E7CECUT1ON
7
_ 8 EXCA1IATION
,i 9
' 10 Excavation Classifieations; The fa[lawing classifcations of excavation will be rnade when rock
11 excavation is encountered in work:
~ 12
13 Earth Excavation includes excavaiEon of pavements and other obstructions visible on
14 ground surface; underground structures, utilities and afiher items indicated to be
i 15 demolished and remvved; tagether with earth and ather materials encountered that are
~ 16 no# classified as rock or unauthorized excavation.
1?
18 Rock excavation in trenches and pits includes removal and disposal of materials and
_ 19 obstructions encoun#ered wYrich cannat be excavated with a cubic yard (heaped)
20 capacity, 42" wide hucke# on track-mvunted pawer excavatar equivalen# to Caterpillar
; 21 Model 215, rated at nat less than 90HP flywheel power and 30,000 Ib. drawbar pulf.
, 22 rrenches in excess o# 10'-Op in width and pits in excess of3D'-0" in either length or width
23 are classified as vpen excavatiQn.
~ 24
~ 25 R~ck excauat[an in open eaccavatians includes remaval and dispasal of materials and
26 obstructions encnuntered wh3ch cannot be dislodged and excavated with modern track-
27 moun#ed heavy-dutyr excavating equiprnent without drilling, blasting or ripping. Roc1c
28 excavation equipment is defined as Caterpillar Modei No. 973 vr No. 977K, or equivalen#
29 track-mounted Ic~ader, rated at nca# less than 170NP flywheel paser and develvping 40,000
, 30 Ib. brealc-out force (measured in accordance with SAE J732C).
31
32 Typical of mater3als classified as rock are boulders 1/2 cu. yd. ar mare in vafume, solid
- 33 rock, rock in Iedges, and rack-hard cementitious aggrega#e deposits.
; . 34
` 35 lnterrnittent drilfFng, blas#ing ar ripping performed to increase produc#ivn and not
. 36 necessary ta permit excavation of mateEial encountered will be classified as earkh
` 37 excavation.
;
38
_ 39 Do not perform rvck excavation work until material ta be excavated has been cross-
40 sectioned and classified by Architect/ Engineer. Such excavation will be paad on basis
41 of contract conditions re9ative to changes in work,
42
; 43 Rock payrnent lines are limited to #he #ollowing;
44
45 Two feet vulside of cancrete wark for which forrns are required, except footings.
46
47 One foat outside perimeter of footings.
48
49 in pipe trenches, 6' below invert elevation of pipe and 2 ft. wider than inside diameter of
;i
~
,
i
;
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EARTHWORK Tan Bovle Hevamoto Architects Section 02200 PaQe 4 1 pipe, but not less than 3 ft. minimum trench width. '
2
3 Under slabs on grade, 6" below bottom of concrete slab. ,
4 5 Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations
6 or dimensions without specific direction of Architect/Engineer. Unauthorized excavation, as well i
7 as remedial work directed by Architect/Engineer, shall be a Contractor's expense. 8
9 Under footings, foundation bases, or retaining walls, fill unauthorized excavation by extending '
10 indicated bottom elevation of footing or base to excavation bottom, without altering required top ~
11 elevation.
12 .
13 Elsewhere, backfill and compact unauthorized excavations as specified for authorized
14 excavations of same classification, unless otherwise directed by Architect/Engineer.
15 ,
16 Additional Excavation: When excavation has reached required sub-grade elevations, notify ~17 Arch itect/Structu ral Engineer who will make an inspection of conditions.
18
,19 If unsuitable bearing materials are encountered at required sub-grade elevations, carry
20 excavations deeper and replace excavated mafierial as directed by Architect/Engineer.
21
22 Removal of unsuitable material and its replacement as directed will be paid on basis of ,
23 conditions relative to changes in work.
24
25 Stability of Excavations: Slope sides of excavations to comply with local and State of 26 Washington codes and ordinances having jurisdiction. Shore and brace where sloping is not 27 possible because of space restrictions or stability of material excavated. Comply with all trench
28 safety requirements of Chapter 49.17 RCW.
29
30 Maintain sides and slopes of excavations in safe condition until completion of backfilling.
31 ;
32 Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling, uprights,
33 stringers and cross-braces, in good serviceable condition. _
34 ~
35 Establish requirements for trench shoring and bracing to comply with local codes and authorities 36 having jurisdiction.
37
38 Maintain shoring and bracing in excavations regardless of time period excavations will be open. -
39 Carry down shoring and bracing as excavation progresses.
40
41 Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations
42 and from flooding project site and surrounding area.
43 44 Do no# allow water to accumulate in excavations. Remove water to prevent softening of _
45 foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades
46 and foundations. Provide and maintain pumps, well points, sumps, suction and discharge lines, !
47 and other dewatering system components necessary to convey water away from excavations. ~
48
49 Establish and maintain temporary drainage ditches and other diversions outside excavation limits
i
VERADALE HEALTH CARE CENTER - BID PRCKAGE PdO. fiWO
GROUP HEA~TH NORTHWEST EAFiTHVITORK
Tan Bovle Hevamoto Architects Sectian 02200 Paae 5
~
1 to convey rain water and water remaved fram excavations to coClecting or run-off areas. Do not
2 use trench excavatians as temparary drainage ditches.
3
J 4 Ma#erial Starage: Stockpile satisfactvey excavated materials where directed, refer to Site Plan,
5 until required far backfifl ar fi1i. Place, grade and shape stockpites for proper drainage.
i 6
~-7 LoGate and retain SOiI r'rlatet'IaIs away frDn'1 8dge 0f excava#ions, Do rrot stDre wlth'tn drip line of
8 trees indicated #o rema'sn.
I 9
10 Dispose of excess soil rnaterial and rrvaste materials as herein specified.
11
12 Excavation for Structures: Conform to elevations and dimensions shown within a talerance of
13 plus or m'rnus 0.10', and extending a sufficient distance from toatings and faundatians to permit
14 placing and removal of concrete fvrmwork, installation of services, other construction, and for
' 15 inspection.
- 16
17 In excavating for tootings and foundations, take care not to disturb battorn of excavation.
18 Excavate by hand to finaf grade just before cvncrete reinforcement is placed. Trirn bottvrns to
19 required lines and grades to leave so'lid base ta receive other work. 20
; 21 Excavation for Pavements: Cut surface under pavements to camply with cross-sections,
~ 22 elevations and grades as shown.
23
- 24 Excavation for Trenches: Dig trenches to the uniforrn vtirGdth required for particular item ta be
25 insta1led, suffcien#!y wide ta pravide ample working room. Provide 6" ta 90 clearance on both
- 26 sides of utal+ty ductbankT p,pes or conduits.
. 2?
28 Excava#e trenches to depth indica,ted o,r required. Carry depth of trenches for piping to establish
29 indicated flow lines and invert elevations. Beyond building perirneter, keep bv#toms of trenches
30 sufficiently below finish grade to avaid freeze-ups.
~ 31
32 1Nhere rock is encoun#ered, carry excavatian 6" belvw required eCevafEvn and backfi#l with a 6"
33 fayer of crushed stone or gravel prior to installation of pipe.
34
-35 Grade botEoms of trenches as indicated, notching under pipe beIls to provide solid bearing for
. 36 entire body of pipe.
. 37
38 ao not backfi[I trench~s un#il tests and inspectians have been made and bacic#i(ling authorized
_ 39 by Architect/ Engineer.
~ 40
1_ .
41 After installation and testing n# pi;ping or canduit, pravide rtiinimum 4" thick encasement (sides,
42 top, and aase) of cancrete prior to backfilling.
; 43
' 44 Col{~ ~~~thE'.r PP'QtectiQfl: PCotect e3CCa11at1or] ~ottoi'C1s itgalflst ffBezECIg When atf7toSpf1erIC
45 ternperature is less than 35 deg. F(1 deg. C)
i 46
47 COMPACTION
48
49 Generaf: Controf soil compactian during constructian praviding rninimum percentage of density
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EARTHWORK -
Tan Bovle Hevamoto Architects Section 02200 Paqe 6 .
1 specified for each area classification as indicated below.
2
3 Percentage of Maximum Density Requirements: Compact soils to not less than the following '
4 percentages of maximum density for soils which exhibit a well defined moisture density '
5 relationship (cohesive soils) determined in accordance with ASTM D 1557 (modified proctor).
6 7 Underground mechanical and site utilites trenches shall be compacted with mechanical
8 tampers prior to placing utilities. Refer to Division 15 for additional requirements.
9
10 Structures, Pad and Strip, Footings, Building Slabs and Steps, Pavements: Compact top
11 12" of subgrade and each layer of backfill or fill material at 95% maximurn density for
12 cohesive material. -
13
14 Lawn or Unpaved Areas: Compact top 6° of subgrade and each layer of backfill or fill
15 material at 85% maximum density for cohesive soils and 90% relative density for -
16 cohesionless soils.
17
18 Walkways: Compact top 6' of subgrade and each layer of backfill or fill material at 95%
19 maximum density for cohesive material. 20 21 Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before
22 compaction, uniformly apply water to surface of subgrade, or layer of soil material to prevent free .
23 water appearing on surface during or subsequent to compaction operations.
24
25 Remove and replace, or scarify and air dry, soil material that is too wet to permit compaction to ,
26 specified density. 27
28 Soil material that has been removed because it is too wet to permit compaction may be I
29 stockpiled or spread and allowed to dry. Assist drying by discing, harrowing or
30 pulverizing until moisture content is reduced to a satisfactory value.
31 '
~
32 BACKFILL AND FILL 33
34 General: Place acceptable fill and subgrade materials in layers to required subgrade elevations, ~
35 for each area classification listed below. ,
36
37 In excavations, use satisfactory excavated subgrade or borrow material.
38 ~
39 Under grassed areas, use satisfactory excavated subgrade or borrow material.
40 41 Under walks, use subgrade material, or satisfactory excavated or borrow material, or _42 combination of both.
43
~
44 Under pavement, use subbase material. ,
45
46 Under steps use subgrade material. ,
47 48 Under building slabs use subbase material. -
49
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EARTHWORK
Tan Bovle Hevamoto Architects Section 02200 Paqe 7
1 Placement and Compaction: Place backfill and fill materials in layers not more than 8" in loose
2 depth for material compacted by heavy compaction equipment, and not more than 4" in loose
3 depth for material compacted by hand operated tampers.
4
5 Before compaction, moisten or aerate each layer as necessary to provide optimum moisture
i 6 content. Compact each layer to required percentage of maximum dry density or relative dry
_7 density for each area classification. Do not place backfill or fill material on surfaces that are
8 muddy, frozen, or contain frost or ice.
9
~ 10 Place backfill and fill materials evenly adjacent to structures, piping or conduit to required
11 elevations. Take care to prevent wedging action of backfill against structures or displacement
; 12 of piping or conduit by carrying material uniformly around structure, piping or conduit to
i~ 13 approximately same elevation in each lift. 14
- 15 SETTLING
, 16
- 17 Where settling is measurable or observable at excavated areas during general project warranty
18 period, remove surface (pavement, lawn or other finish), add backfill material, compact, and
19 replace surface treatment. Restore appearance, quality, and condition of surface or finish to
20 match adjacent work, and eliminate evidence of restoration to greatest extent possible.
21
~ 22 DISPOSAL OF DCCESS AND WASTE MATERIALS
23
24 Removal to Designated Areas on Owner's Property: Transport acceptable excess excavated
' 25 material to designated soil storage areas on Owner's property. Stockpile soil or spread as
26 directed by Architect/Engineer. Remove from site all excess materials.
27
28 Transport unacceptable excavated material to legal landfill.
29
30 Removal from Owner's Property: Remove trash and debris, and dispose of it off Owner's
31 property at legal landfill.
32
33 END OF SECTION 02200
IlERADALE h1EALTH CARE CENTER - BID PACKAGE NO. TWO
CaROUP HEALTH NORTF#WEST CDNCRETE V11ORK
! Tan Bovle Hevarnoto Ar,chitects Sec#ion 03310 Paqe 1
SECTIDN 03310 - CONCRETE IJVORK
2
3 PART 1 - GENERAL
~
4
5 R ELATED D~CUfVlENTS
, 6
7 A!l provisions of tYr~ ~ontrac# inc9uding Instructions to Bidders, The General Conditions of the
8 Contract, Addendum #o the General Conditions af the Contract, Specia! Conditions and all
9 sections ofi Diuision 1are hereby made apart of this sectian as #ully as if repeated herein.
10
11 PRODUCT SUBSTlTUTIONS
- 12
13 The follawing identifed products, their fabrication and installa#ivn represen#s the prvject quality
14 level, The prirnary goai is to construct the new Health Care Facility with the highest quality level
; 15 that the cvnstruction budget may support. Therefore, su#acontractors are encauraged to propose
16 alternate cvmparable praducfs, companen#s and assemblies that the Dwner and Architect may
17 review. The Architect's decision regarding final acceptance of an alternate cvmparable product
18 shali be fina1.
' 19
20 DESCRIPTION OFWORK
21
; 22 Strip and Pad Concrete Faotings and Concrete Foundation WaIIse
23
24 QUALITY ASSURANCE
~ 25
26 Codes and Standards: ACf 301 "5pecifcations for Structural Concrete BuildingsAC! 3181
27 "Building Code requirernenis far Reinforced Cancrete'; camply with applicable provisions except
28 as otherwise indicated.
~ 29
30 SUBMITTA►LS
31
32 N1anufacturer's Data: Submit manufacturer's product data with instalfatian insdructions for
_ 33 propriety rnaterials including reinforcement and forming accessories, admixtures, joint materials,
34 hardeners, curirtg materials and others as requested by Architect.
' 35
36 SHOP QRA1J111NGS
- 37
' 38 Submit shop drawings for fabrication, bending and placernent of concre#e reinforcement.
39 CornpEy with ACI 315, "IIAanual of Standard Practice for Detailing Reinfvrced Concrete Structures"
40 showing bar schedules, stirrup spacfng, diagrams of bent bars, arrangemen# of concrete
_ i 41 reinforcement. Include special rein#orcement required and openings through cancrete structures.
42 All wall reinfvrcing must be shawn in efevation.
43
44 Submit concre#e design rnix foE each concrete type specified.
45
- 46
~ 47
.48
- 49
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paqe 2
1 PART 2 - PRODUCTS -
2
3 FORM MATERIALS ~
4 -
5 Forms for Exposed Finish Concrete: Unless otherwise indicated, construct formwork for exposed
6 concrete surfaces with plywood, metal, metal-framed plywood, faced or other acceptable panel- .7 type materials to provide continuous, straight, smooth, exposed surfaces. Furnish in largest
8 practicable sizes to minimize number of joints and to conform to joint system shown on
9 drawings. Provide form material with sufficient thickness to withstand pressure of newly-placed
10 concrete without bow or deflection. Chamfer all exposed edges 3/40
. -
11
12 REINFORCING MATERIALS
13 '
14 Reinforcing Bars: ASTM A615, Grade 60, deformed.
15 ;
16 Steel Wire: ASTM A 82, plain, cold-drawn steel. , 17
18 Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, 19 spacers and other devices for spacing, supporting and fastening reinforcing bars and welded _
20 wire fabric in place. Use wire bar type supports complying with CRSI specifications, unless
21 otherwise acceptable. -
22 ' i
23 For slab-on-grade, use supports with sand plates or horizontal runners where base material will
24 not support chair legs.
25
i
26 For exposed-to-view concrete surfaces, where legs of supports are in contact with forms, provide
27 supports with legs which are plastic protected (CRSI, Class I), or stainless steel protected (CRSI, i
28 Class 2). ;
29 . '
30 CONCRETE MATERIALS
31
32 Portland Cement: ASTM C 150, Type I, unless otherwise acceptable to Architect. -33
34 Normal Weight Aggregates: ASTM C 33 and as herein specified. Provide aggregates from a ~
35 single source for exposed concrete.
36
37 For exterior exposed surfaces, do not use fine or coarse aggregates containing spalling-causing
38 deleterious substances. -
39
40 Water: Drinkable. . ,
41 . 42 Air-Entraining Admixture: ASTM c 260.
43
44 Calcium Chloride: Not permitted. 45
46 PROPORTIONING AND DESIGN OF MIXES 47 48 Design mixes to provide normal weight concrete with the properties as indicated.
49 .
i
VERADALE HF-ALTH CARE CENrER - eID, PACKaGE NO. TWO
GAOUP HEALTH IVORTHWEST CQNCRETE WQRK
Tan Bovle Hevamoto Architects Sectian 03310 Paqe 3
1Adjustrnent to Concrete IV[ixes: Mix design adjus#ments may be requested by Cantrac#vr w}aen
2 charac#eristics of materialss job cvndi#ions, wea#her, test results, or vther circumstances warrant;
~ 3 at no additional cost to Owner arrd as accepted by Architect. Laboratory test data far revised
4 mix design and strength resuf#s must be submifted to and accepted by Architect befare using
5 in work.
~ 6
' 7 Adrrr7ixtures:
8
9 Use water-reducing admixture or high range water-reducing admixture {super plasticizer}
I
10 in concrete as required fof pracement and warkabili#y.
11
12 Use air-entraining admixture as shown.
~ 13 ,
14 Slump Umits: Proportion and desEgn mixes to resurt in cvncrete slump at point of pIacement
15 as shown.
I 16
17 GONCRETE MpXES
18 .
19 Ready-Mix Cancrete: Comply with requirements of ASTM C 94, and as herein specified.
20
~ 21 During hot weather, vr under conditivns can#ributing to rapid Setting of concrete, a shvrter
; 22 mixing time than specifed in A~TM C94 may be require+d.
23
24 Vlfhen air temperature is between 85 deg F (30 deg C) and 90 deg F{32 deg C}, reduce mixirrg
~
~ 25 and deliver,y time from 1-1 ,J2 hours to 75 minutes, and when air temperature is above 90 deg F
26 (32 deg C), redl,f~e mlxfFlg anCf delfVef]I tlfTle t4 60 CT11f1L1fe5.
,
27 28 CONCRE'fE MIX LESIGNS
' 29
30 Interiar Slab-on-Grade: (N.1.C.)
31
32 5 1,r2 sac fCY, TyPe 1, A~TM G150
33 41000 PSI
' 34 Fiber Mesh, 1.25 Jb/CY, 3/4" Fdberglas5 Strands
~ 35 Max Aggrega#e Size: 3 f 4" ASTM C33
36 Air Entrainmerr#: 2-4%
i 37 N1a.x Slump. Equal 4"
38 Concrete strip and pad faatings
39
--40 Faundation Walls: (N.I.C.)
i 41
42 5 5ack f CY, Type I, ASTM C150
~ 43 3,000 PSI
44 Max Aggregate: 1 1 f2 `
45 Air Entrafnment: 2-49'0
- 46 111lax SCump: Equal 4'
47
- 4$
49
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paqe 4 1 Exterior Slabs/Miscellaneous Concrete Pours -
2 Typical for thrust block, concrete collars, etc. ,
3 4 5-1/2 Sack/CY, Type I, ASTM C150
5 4,000 PSI
6 Max Aggregate Size: 3/4" ASTM C33
7 Air Entrainment: 5-8% :
8 Max Slump: Equal 4"
9
10 PART 3 - EXECUTION '
11
12 FORMS ~
13 ;
14 Construct forms to sizes, shapes, lines and dimensions shown, and to obtain accurate
15 alignment, location, grades, level and plumb work in finished structures. Provide for openings,
16 offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, 17 screeds, bulkheads, anchorages and inserts, and other features required in work. Use selected
18 materials to obtain required finishes. Solidly butt joints and provide backup at joints to prevent
19 leakage of cement paste. ;
20
21 Provide top forms for inclined surfaces where slope is too steep to place concrete with bottom 22 forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like to prevent
23 swelling and for easy removal. 24
25 Chamfer exposed corners and edges as indicated, using wood, metal, PVC or rubber chamfer ~
26 strips fabricated to produce uniform smooth lines and tight edge joints.
27
28 Form Ties: Factory-fabricated, adjustable length, removable or snap-off metal form ties,
29 designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. -
30
31 Unless otherwise indicated, provide ties so portion remaining within concrete after removal 32 is 1" inside concrete and will not leave holes larger than 1" diameter in concrete surface.
33 -
34 Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of ,
35 other trades. Determine size and location of openings, recesses and chases from trades
36 providing such items. Accurately place and securely support items built into forms.
37
38 PLACING REINFORCEMENT ~ 39
40 Comply with Concrete Reinforcing Steel Institute's recommended practice for "Placing
41 Reinforcing Bars", for details and methods of reinforcement placement and supports, and as .
42 herein specified.
43
44 Accurately position, support and secure reinforcement against displacement by formwork, 45 construction, or concrete placement operations. Locate and support reinforcing by metal chairs,
46 runners, bolsters, spacers, and hangers, as required.
47 ;
48 Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange,
49 space and securely tie bars and bar supports to hold reinforcement in position during concrete -
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. T1N0
GROUP HEALTH NORTHWEST CONCRETE WORK
Tan Bovle Hevamoto Architects Section 03310 Paqe 5
1 placement operations. Set wire ties so ends are directed into concrete, not toward exposed
, 2 concrete surfaces.
3
4 Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full
_ 5 mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous laps
6 in either direction.
7
8 PREPARATION OF FORM SURFACES
9
- 10 Coat contact surfaces of forms with a form-coating compound before reinforcement is placed.
11
12 Coat steel forms with a non-staining, rust preventative form oil or other-wise protect against
13 rusting. Rust-stained steel formwork is not acceptable.
14
15 CONCRETE PLACEMENT
~ 16
17 General: Comply with ACI 304, and as herein specified.
18
19 Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24"
20 and in a manner to avoid inclined construction joints. Where placement consists of several
21 layers, place each layer while preceding layer is still plastic to avoid cold joints.
22
23 Do not use vibrators to transport concrete inside forms. Insert and with-draw vibrators vertically
24 at uniformly spaced locations not farther than visible effectiveness of machine.
25
26 Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation
27 within limits of construction joints, until the placing of a panel or section is completed.
28
29 Bring slab surfaces to correct level with straightedge and strikeoff. Use bull floats or darbies to
30 smooth surface, free of humps or hollows. Do not disturb slab surfaces prior to beginning
31 finishing operations.
' 32
33 COLD WEATHER PLACING
34
35 Protect concrete work from physical damage or reduced strength which could be caused by
36 frost, freezing actions, or low temperatures, in compliance with ACI 306 and as herein specified.
37
38 When air temperature has fallen to or is expected to fall below 40 deg F(4 deg C), uniformly
_ 39 heat water and aggregates before mixing to obtain a concrete mixture temperature of not less
, 40 than 50 deg F(10 deg C), and not more than 80 deg F(27 deg C) at point of placement.
41
42
43 Do not use frozen materials or materials containing ice or snow. Do not place concrete on
44 frozen subgrade or on subgrade containing frozen materials.
45 46 Do not use calcium chloride. salt and other materials containing antifreeze agents or chemical
47 accelerators.
48
49 Hot Weather Placing: Comply with ACI 305.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTN NORTHWEST CCJNCRETE WORK
Tan Bowie Hevamoto Architects Section 03310 Pace 6
1 FINISH OF FORMED SURFACES,
2 .
3 Rough Form Finish: For formed concrete surfaces not exposed to view in the finish work or by
4 other construction, uniess otherwise indicated. This is the concrete surface having texture
5 imparted by form facing materiai used, with tie holes and defective areas repaired and patched
6 and fins and other projections exceeding 1 j4" in height rubbed down or chipped off.
7 Smooth Farm Finish: For farmed concrete surfaces exposed to view, or that are to be covered ,
8 with a coating material applied directly to concrete, such as waterproofing, dampproofing,
9 painting or other similar system. This is as-cast concrete surface abtained with selected form ,
10 facing material, arranged orderiy and symmetricaiiy with a minimum of seams. Repair and patch
11 defective areas with fins or other projects compietely removed and smoothed.
12 ~
13 MONOLITHiC SLAB FINISNES. _
14
15 Slab Trawei Finish: Apply trowel finish to monolithic siab surfaces that are exposed to view or ,
16 are to be covered with resilient fiooring, carpet, paint or other thin fi(m coating. Consolidate ,
17 concrete surfaces by finish troweling, free of trowei marks, uniform in texture and appearance.
18 Apply proprietary chemical hardeners, in accordance with submitted manufacturer's printed -
19 instructions. `
20
21 After finai coat of chemicai-hardener solution is appiied and dried, remove surplus hardener by .
22 scrubbing and mopping with water. ,
23
24 CONCRETE CURING AND PRCJTECTION, ,
25
26 Begin initial curing as soon as free water has disappeared from exposed surfaces. V1lhere
27 possible, keep continuously moist for not less than 72 hours. Continue curing by use of
28 moisture-retaining cover or membrane-forming curing compound. Cure formed surfaces by
29 moist curing until forms are removed. Provide protections as required to prevent damage to
30 exposed concrete surfaces.
31
32 REMOVAL OF F4RMS
33
34 Formwork not supporting weight of concrete, such as sides of beams, wal(s, columns, and
35 similar parts of the work, may be removed after cumulatively curing at not less than 50 deg F(1 Q
36 deg C) for 24 hours after placing concrete, provided concrete is sufficiently hard to not be
37 damaged by form removal operatians, and provided curing and protection operations are
38 maintained.
39
40 MISCELLANEOUS CONCRETE ITEMS
41
42 Equipment Bases and Foundations: Provide machine and equipment bases and foundations
43 as shown on drawings. Set anchor bolts for machines and equip-ment to template at correct
44 elevations, complying with certified diagrams or templates of manufacturer furnishing machines
45 and equipment.
46
47 Grout base plates and foundatians as indicated, using specified non-shrink grout. Use non-
48 metallic grout for exposed conditions, unless otherwise indicated.
49
i-, -
; IlERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROLJP HEALTH NORTHLNEST CONCRETE WQRK
`Tarr 8ovle Hevamoto Architects Section 03310 Pac#e 7
' 1 CONCRETE SURFACE REPAIRS
, 2
; 3 Patching Defective Areas: Repair and patch defective areas with cement mvrtar irnmediately
4 a#ter removaf of forms, when acceptable to Architeict.
5
6 Cu# out honeycomb, rack pockefs, voids over 1/4" in any dimensivn, and ho[es left by tie rods
~ 7 and bolts, dawn to svfid cancrete but in no +case to a depth of less than I".
8 A
9 For expvsed-tv-view surfaces, bIend white portland cement and standard portland Cement sa
10 that, when dry, patching martar vxrill match c+olor surrounding.
1~
12 Repair of Formed Surfaces: Remove and replace concre#e having defective surfaces if defects
13 cannot be repaired ta satisfaction of Architect. Sur#ace defects, as such, inciude colar and
! 14 texture irregularities, craeks, sparls, air bubbles, honeycamb, roek pocket5; fins and ather
15 pcojections on surface; and stains and other discvlorations that canno# be removed b}r cleaning.
, 16 F[ush au# farm tie hales, fill with dry pack mortar or precas# cemen# cone plugs secured in pEace
17 wFith banding agent.
18
19 Repair defecf.ive areas, except randam cracks and single holes nvt exceeding I" diameter, by
20 cutting nut and replacing with fresh concrete.
21
; 22 Repair isolated random cr~cks and single hvles not vver 1 " in diameter by dry-pack method.
23
24 Repair methods not specified above may be used, subject #o acceptance vf Architect.
I 25,
26 -
27 END OF SECT~ON 03310
~
i
~
I
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTH[WEST GENERAL
Tan Bovle Hevamoto Architects Section 15000 Page 1
1 SECTION 15000 GENERAL
2
3 PART 1 GENERAL
4
5 1.1 GENER.AL CONDITIONS AND DIVISION 1 APPLY TO THIS DIVISION.
, 6
; 7 1.2 DESCRIPTION
8
9 A. Includes But Not Limited to
~ 10
~
11 1. Furnish labor, materials, and equipment necessary for completion of work unless indicated
12 or noted otherwise.
13
14 2. Pay alt permits and fees levied by utility companies and/or governing agencies.
15
16 3. Provide cutting and patching necessary as specified in Section 15050.
17
18 B. Definition
19
_ 20 1. The terms "The Contractor" or "This Contractor", when used in Division 15 shall mean
21 the Contractor for mechanical work.
22
23 2. The term "Owners Representative" as used in Division 15 generally refers to the Architect
24 or his designated representative in accordance with the General Conditions.
25
26 1.3 QUALITY ASSURANCE
27
- 28 A. Design Criteria
, 29
30 1. Drawings
31
32 a. Mechanical drawings show general arrangement of piping, ductwork, equipment,
33 etc. Follow as closely as actual building construction and work of other trades will
34 permit.
35 b. Consider architectural and structural drawings part of this work insofar as these
- 36 drawings fumish information relating to design and construction of building. These
_ 37 drawings take precedence over mechanical drawings.
38 c. Because of the small scale of inechanical drawings, it is not possible to indicate all
;
39 offsets, fittings, and accessories which may be required. Investigate structural and
40 finish conditions affecting this work and anange work accordingly, providing such
. 41 fittings, valves, aad accessories required to meet the conditions.
. 42
43
~ 44
_ 45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST GENERAL
Tan Bovle Hevamoto Architects Section 15000 PaLye 2
1 B. Requirements of Regulatory Agencies ,
2
3 1. Perform work in accordance with applicable provisions of Uniform Mechanical Code,
4 Uniform Building Code, Uniform Plumbing Code, all State and local codes and
5 Ordinances, and adoptions thereof. Provide materials and labor necessary to comply with
6 rules, regulations, and ordinances. ;
7 8 2. In case of differences between building codes, state laws, local ordinances, utility company
9 regulations, and Contract Documents, the most stringent shall govern. Promptly notify ;
10 Owner's Representative in writing of such differences. ;
11 '
12 1.4 SUBMITTALS - -
13
14 A. Shop Drawings `
15
16 1. Submit shop drawings in accordance with Section 15 050.
17
18 2. Shop drawings and material schedules shall be submitted for approval on all materials and
19 equipment prior to ordecing. This applies to all specified material and equipment including ~ i
20 Basic Materials specified ia BASIC MATERIALS AND METHODS section.
21
22 B. Record Drawings ~
23 24 l. Record differences between mechanical work as installed and as shown in Contract
25 Documents on a set of prints of inechanical drawings to be furnished by Owner's '
26 Representative. Return these prints to Owner's Representative at completion of Project.
27 Notations made on drawings shall be neat and legible.
28 . ,
29 1.5 PROJECT CLOSEOUT
30
31 A. The Contractor shall notify the Owner's Representative in writing when the project is ready for
32 punch lists. After punch lists are complete, written notice must be forwarded to the Owner's
33 Representative requesting final checkout. Any additional trips required due to incomplete items 34 on previous punch lists will be billed to the Contractor at normal rate plus travel expenses.
35
36 1.6 MECHANICAL COST BREAKDOWN 37
38 A. The mechanical cootractor shall furnish to the Owner's Representative a breakdown of the
39 mechanical construction cost within 30 days of notice to proceed. Each item listed below should 40 include separate figures for labor and material.
41
42 l. Mobilization '
43 2. Site Plumbing
44 3. Project Closeout Requirements '
45 4. Additional systems and equipment as required -
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST GENERAL
- Tan Bovle Hevamoto Architects Section 15000 Page 3
1 1.7 GUARANTEE
2
3 A. In addition to guarantee specified in General Conditions, guarantee site plumbing systems to be
4 free from defects that may develop as a result of failure to construct system in accordance with
5 Contract Documents.
6
7 B. In order to be protected, secure proper guarantees from suppliers and subcontractors.
-8
9 PART 2 PRODUCTS
10
- 11 (Not Used)
12
~ 13 PART 3 EXECUTION
,
' 14
15 3.1 PREPARATION
16
17 A. Site Inspection
18
19 1. Examine premises and understand the conditions which may affect performance of work
20 of this Division before submitting proposals for this work.
21
22 2. No subsequent allowance for time or money will be considered for any consequence
23 related to failure to examine site conditions.
24
25 3.2 CLEAN-UP
26
27 A. Clean up all equipment, materials, cartons and other debris that is a direct result of the
28 installation of equipment under this contract.
29
30
31 END OF SECTION
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST BASIC MATERIALS AND METHODS
Tan Bovle Hevamoto Architects Section 15050 PaQe 1
,
1 SECTION 15050 BASIC MATERIA.LS AND METHODS
. 2
3 PART 1 GENERAL
~ 4
5 1.1 SECTION 15 000 APPLIES TO THIS SECTION.
6
7 1.2 SUBMITTALS
8
9 A. Furnish complete catalog data for manufactured items of equipment to be used in the work for
10 review within 30 days after award of Contract.
11
12 B. Submit three copies of data in looseleaf binder for approval. Data shall be black aud white, on
13 8-1/2 x 11 or l 1x17, single, one-sided sheets suitable for copying. Diagrams and drawings larger
---14 than 11x17 shall be submitted in reproducible form (sepia or tracing paper). Drawings and
_ 15 catalog data must be clean, aeat copies. FAX material or other poor quality copies will not be
' 16 acceptable.
17
18 1. Index in same order and using same name as appears in the Specifications.
' 19
20 2. Where choices of options and accessories are available or specified, provide written
21 description of what is to be furnished. If necessary, list page numbers where submitted
22 items are described.
23
24 3. State sizes, capacities, brand names, motor HP, accessories, materials, gauges,
25 dimensions, and other pertinent information.
26
27 4. Underline applicable data.
28
29 C. If material or equipment is not as specified or submittal is not complete, it will be rejected.
30
31 D. Catalog data oc shop drawings for equipment which are noted as being reviewed shall not
32 supercede Contract Documents.
33
34 E. Review comments shall not relieve Contractor from responsibility for deviations ftom Contract
35 Documents unle,ss attention has been calied to such deviations in writing at time of submission,
36 nor shall they relieve this Contractor from responsibility for errors in items submitted.
37
38 F. Check work described by catalog data with Contract Documents for deviations and errors. 39 40 G. One stamped copy will be retained by the Engineer, one will be provided to the Architect and
41 a single stamped and reviewed copy will be returned to the Contractor. The Contractor shall be
42 responsible for distribution of required number of reviewed copies to parties other than the
43 Owner's Representative.
44
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORT'HWEST BASIC MATERIALS AND METHODS
Tan Bovle Hevamoto Architects Section 15050 PaQe 2 ~
~
1 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING _
2
3 A. Follow manufacturer's directions in delivery, storage, protection, and installation of equipment
4 and materials. 5
6 1. Prompdy notify Owner's Representative in writing of conflicts between requirements of 7 Contract Documents and Manufacturer's directions and obtain written instructions from ,
8 Owner's Representative before proceeding with work. Bear expenses arising from
9 correcting deficiencies of work that do not comply with manufacturer's directions or such
10 written instructions from Owner's Representative.
11
12 B. Deliver equipment and material to site and tightly cover and protect against dirt, water, and ,13 chemical or mechanical injury but have readily accessible for inspection. Store items subject to i14 moisture damage (such as controls) in a dry, heated space. -J
15
16 C. This Contractor shall be responsible for protection of equipment furnished in this Division during '
17 all phases of construction. Damaged equipment must be restored to like new condition or
18 replaced at the contractor's expense.
19 ~ .
~
20 1.4 JOB CONDITIONS
21
22 A. Scheduling ~
23 ' .
24 1. It is understood that while drawings are to be followed as closely as circumstances permit,
25 this Contractor will be held responsible for installation of systems according to the true
26 intent and meaning of Contract Documents. Anything not clear or in conflict will be
27 explained by making application to Owner's Representative. Should conditions arise
28 where certain changes would be advisable, secure approval from Owner's Representative ,
29 for those changes before proceeding with work.
30
31 2. Coordinate work of various trades in installing interrelated work. Before installation of 32 mechanical items, make proper provision to avoid interferences. Changes required in 33 work specified in Division 15 caused by neglect to do so shall be made at no cost to
34 Owner. -
35
36 B. Existing Utilities and Piping -
37 .
38 1. The locations of existing concealed lines and connection points have been indicated as
39 closely as possible from available information. These locations have not been 40 independently verified by the Owner or his representative. The Contractor shall assume ,
41 that such connection points are within a 10 foot (10') radius of the indicated location. 42 Where connection poiots are not within this radius, the Contractor shall contact the 43 Owner's Representative for a decision before proceeding or may proceed at his own
44 expense. 45 46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST BASIC MATERIALS AND METHODS
Tan Bovle Hevamoto Architects Section 15050 Paee 3
1 2. Connection points to existing work shall be located and verified prior to starting new
2 work.
3
4 a. Prior to commencing any excavation or ditching activity, the Contractor shall
5 deternune the exact location of all existing utilities in the area of his proposed
-6 excavation.
7
8 b. The Contractor agrees to be fully respoasible for damages which might be
9 occasioned by his failure to exactly locate and preserve underground utilities.
10
11 PART 2 PRODUCTS
12
13 2.1 EQUIPMENT AND MATERIALS
14
15 A. Materials used under this Contract, unless specifically noted otherwise, shall be new and of the
, 16 latest and most current model line produced by the manufacturer. Outdated "new" equipment
17 is not acceptable. Each item of equipment shall conform to the latest Standard Specifications of
18 the American Society for Testing Materials and shall conform to any applicable standards of the
' 19 United States Department of Commerce.
' - 20
21 B. Standards
22
23 1. Throughout these specifications, various materials, equipment, apparatus, etc., are
24 specified by manufacturer, brand name, type or catalog number. Such designation is to
25 establish standards of desired quality and construction and shall be the basis of the bid.
26
27 C. Substitutions
28
29 1. Substitutions will not be pernutted without written approval.
30
31 2. Where two or more designations are listed, choice will be optional with the contractor
32 except that where more than one manufacturer is listed, and only one manufacturer's
33 catalog number is indicated, that standard of quality and construction must be maintained
34 by materials supplied by the other manufacturer(s).
, 35
36 PART 3 EXECUTION
, 37
38 3.1 PREPARATION
39
40 A. Insure that items to be furnished fit space available. Make necessary field measurements to
41 ascertain space requirements including those for connections and furnish and install equipment
42 of size and shape so final installation shall suit true intent and meaning of Contract Documeots.
43
44 1. If approval is received to use other than specified items, responsibility for specified
45 capacities and insuring that items to be furnished will fit space available lies with this
46 Contractor.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO '
GROUP HEALTH NORTHWEST BASIC MATERIALS AND METHODS
Tan Bovle Hevamoto Architects Section 15050 Page 4 .
1 2. Any changes required by other Contractors caused by substituted equipment is the
2 responsibility of this Contractor.
3
4 3. In the event other than specified equipment is used and will not fit job site conditions, this 5 Contractor assumes responsibility for replacement with items named in Specifications.
6 7 3.2 PER.FORMANCE ,
8
9 A. Anange pipes, and equipment to permit ready access to valves, unions, and to clear openings of ,
10 doors and access. .
11 J
12 1. Contractor for each Section of this Division shall bear expense of cutting, patching, ,
13 repairing, and replacing of work of other Sections required because of his fault, enor, i14 tardiness, or because of damage dooe by this Contractor.
15
16 2. Cutting, patching, repairing, and replacing pavement, sidewalks, roads, and curbs to ,17 permit installation of work of this Division is responsibility of Section installing work. -18
19
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXCAVATION AND BACKFILL
Tan Bovle Hevamoto Architects Section 15051 Paee 1
1 15 05.1 EXCAVATION AND BACKFILL
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
8
' 9 A. Related Work Specified Elsewhere
10
11 1. Contractor shall coordinate and comply with Division 2.
~ 12
13 B. Description of system
14
15 l. This contractor shall include in his bid the complete excavation and backfill cost required
' 16 to install his work as specified under Division #15 (Mechanical) of this specification.
17 Contractor shall provide necessary excavation, shoring and backfilling required for the
' 18 proper installation of his work, inside building and prenuses, or outside as may be
' 19 necessary.
20
, 21 1.3 QUALITY ASSURANCE
22
23 A. Testing
24
. 25 1. Compaction testing shall conform to ASTM D-1557 for cohesive soils and ASTM D-2049
26 for cohesionless soils.
27
28
29
30 B. Requirements of Regulatory Agencies
31
32 1. Proper approval shall be obtained in accordance with applicable City, County and/or State
33 regulations.
34
35 2. All safety regulations must be observed.
36
37 1.4 JOB CONDITIONS
38
39 A. Existing Conditions
40
' 41 l. The Contractor shall refer to the soils report, where same is available in other sections of
42 the specification, for conditions affecting the work under Division 15.
43
44 a. Data in the reports are not intended as representations or warranties of accuracy or
45 continuity of conditions. The Owner or his representative will not be responsible
46 for interpretativns or conclusions drawn from this information.
47
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXCAVATION AND BACKFII.L
Tan Bovle Hevamoto Architects Section 15051 PaQe 2 ~
1 B. Protection
2
3 l. Locate existing underground utilities in excavation areas. If utilities are indicated to
4 remain, support and protect services during excavation operations. Provide temporary
5 utility services where necessary to maintain continuiry of service.
6 Provide minimum of 48-hour notice to Owner prior to all utility interruptions. Remove
7 existing utilities indicated to be removed. Where uncharted or incorrectly charted utilities
8 are found, contact utility owoer immediately for instructions. -
9
10 2. Protect structures, sidewalks, pavements, and other facilities from damage caused by
11 settlement, lateral movement, undermining, washout, and other hazards created by
12 excavation operations. Damage resulting from excavation operations shall be repaired by '
13 the contractor at his expease.
14
15 3. Slope sides of excavations to comply with State and local codes and ordinances. Shore and ,
16 brace as required for stability of excavation. Maintain shoring an bracing in excavations 17 regardless of time period excavations will be open. Remove shoring and bracing when no
18 longer required.
19 20 4. Install sediment and erosion control measures in accordance with State and local codes and
21 ordinances. Protect excavation bottoms against freezing when atmospheric temperature ,
22 is less than 35 degrees F.
23
24 5. Prevent surface water and subsurface or ground water from flowing into excavations and 25 from flooding project site and sunounding area. Do not allow water to accumulate i❑ 26 excavations. Remove water to prevent softening of bearing materials. Provide and
27 maintain dewatering system components necessary to convey water away from excavations.
28 ; 29 Establish and maintain temporary drainage ditches and other diversions outside excavation
30 limits to convey surface water to collecting or run-off areas. Do not use trench -
31 excavations as temporary drainage ditches. ,
32
33 6. Stockpile satisfactory excavated materials until required for backfill. Place, grade, and ~
34 shape stockpiles for proper drainage. Locate and retain soil materials away from edge of 35 excavations. Remove and legally dispose of excess excavated materials and materials not
36 suitable for use as backfill. Prevent spillage during hauling operations. In case of spills, 37 clean streets, walks, etc. with power sweepers or as directed by the Owner's
38 Representative. -
39
40 PART 2 PRODUCTS
41
42 (Not Used)
43 ~
~
44 - -
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXCAVATTON AND BACKFII.L
Tan Bovle Hevamoto Architects Section 15051 Page 3
1 PART 3 EXECUTION ~
2
3 3.1 PERFORMANCE
4
, 5 A. Excavate trenches to uniform width, sufficiently wide to provide ample working room clearance
' 6 on both sides of pipe and equipment. Excavate trenches to depth indicated or required for piping
7 to establish indicated slopes and invert elevations.
8
'9 Where rock is encountered, carry excavation below required elevation and backfill with a
10 minimum 6 inch layer of crusheti stone or gravel between rock bearing surface and pipe. At each
11 pipe joint over-excavate to relieve the bell or pipe joint of pipe loads, and to ensure continuous
12 bearing of the pipe barrel on the bearing surface.
13
14 B. Bedding material shall consist of sand, sandy gravel or fine crushed gravel having a maximum
15 size of 3/4-inch. Place bedding material under and around the pipe to 6 inches above the top of
16 the pipe. Distribute material in maximum layers of 6 inches and thoroughly compact by tamping.
17 Take care to assure compaction under the haunches of the pipe. Note: pea gravel should not be
18 used for pipe bedding.
19
20 C. Where pipes pass under column or wall footings, or within the volume included by exteading
21 dowa from the edge of column or wall footings at a 45 degree angle, and top of pipe is within
22 2 feet 6 inches below the bottom of the footing, pipes shall be encased in either a steel sleeve or
23 6 inches of lean (1,500 psi, 28 day test) concrete a11 around the pipe, extending 5 feet beyond
24 each side of the footing. Where the top of pipe is within 1 foot of the bottom of the footing,
25 concrete encasement, if used, shall extend up to the bottom of the footing.
26
27 D. Backfill excavations as promptly as work permits, but not until completion of inspection, testing
28 and approval by authorities haviog jurisdiction, recording of locations of underground utilities,
29 removal of concrete formwork, removal of shoring and bracing and backfilling of voids, and
30 removal of trash and debris.
31
32 E. Backfill material shall be free of cinders, ashes, refuse, organic and frozen material, boulders or
33 other unsuitable materials. Suitable material excavated from the trench or other suitable site
34 material not containing rocks in excess of 6 inches in their maximum dimension shall be used for
35 backfill in quantities available. Provide additional suitable material as needed to complete
36 backfilling operations.
37
38 F. Place backfill materials in layers of not more than 8 inches in loose depth for material compacted
39 by heavy equipment, and not more than 4 inches in loose depth for material compacted by hand-
40 operated tampers. Before compaction, moisteo or aerate each layer as necessary to provide
41 optimum moisture content. Where layer of soil material must be moisture conditioned before
42 compaction, uniformly apply water. Apply water in minimum quantity necessary to achieve
43 required moisture content and to prevent water appearing on surface during, or subsequent to,
44 compaction operations.
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXCAVATION AND BACKFILL
Tan Bovle Hevamoto Architects Section 15051 Page 4 ~
1 G. Do not place backfill material on surfaces that are muddy, frozen, or contain frost or ice. Place
2 backfill materials evenly adjacent to structures, piping, and equipment to required elevations.
3 Prevent displacement of piping and equipment by carrying material uniformly around them to
4 approximately same elevation in each lift. Compact carefully against foundation, basement and
5 retaining walls so as not to create excessive pressure on walls. ,
6
7 H. Control soil compaction during construction, providing minimum percentage of density specified
8 for each area classification indicated below. Compact soil to not less than the following ,
9 percentages of maximum density for soils which exhibit a well-defineti moisture-density ,10 relationship (cohesive soils), determined in accordance with ASTM D-1557, and not less than the 11 following percentages of relative density, determined in accordance with ASTM D-2049, for soils
12 which will not exhibit a well-defined moisture-density relationship (cohesionless soils). ,
13 -
14 1. Areas Under Structures, Building Slabs, Steps, Pavements and Walkways: Compact each .
15 layer of backfill material to 90 percent maximum density for cohesive material, or 95 '
16 percent relative density for cohesionless material. 17
18 2. Other Areas: Compact each layer of backfill material to 85 percent maximum density for
19 cohesive soils, and 90 percent relative density for cohesionless soils.
20
21 I. Where subsidence occurs at mechanical installation excavations during the warranty period, , i
22 remove surface treatment (i.e., pavement, lawn, or other finish), add backfill material, compact .
23 to specified conditions, and replace surface treatment. Restore appearance, quality, and condition
24 of surface or finish to match adjacent areas. 25
26
27 -
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST PIPE AND PIPE FITTINGS
Tan Bovle Hevamato Architects Section 15060 PaPe 1
1 15 060 PIPE AND PIPE FIITINGS
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
8
9 A. Includes But Not Limited To
10
11 1. General piping installation procedures for all piping systems.
12
;
' 13 B. Related Work Specified Elsewhere
14
15 1. Type of pipe and fittings specified under each piping system.
~ 16
17 PART 2 PRODUCTS
18
19 2.1 MATERIALS
20
' 21 A. Unions
~ 22
23 1. Uaions used on galvanized pipe shall be galvanized.
- 24
25 2. Unions used on copper pipe shall be cast bronze.
26
27 3. Unions used to join dissimilar materials shall be dielectric.
28
29 a. Clearflow fittings with an inert thermoplastic liner designed to achieve a dielectric
30 waterway may be used in lieu of dielectric unions.
31 b. A brass or bronze valve may be used to join dissimilar piping materials in lieu of
32 dielectric unions.
33
34 4. Uaions 2" and smaller shall be ground joint type with brass to iron seats, 125 psig WSP.
35
36 5. Uaions 2-1/2" and larger shall be cast iron, flanged with gasket, 125 psig WSP.
37
- 38 B. Sleeves and Plates
39
40 1. Sleeves that pass through beam, structural slab or other stnictural members shall be
-41 minimum 10 gauge galvanized steel. Other sleeves shall be Schedule 40 PVC or 14 gauge
42 galvanized steel.
43
44 2. Sleeves that pass through fire walls shall be 10 gauge galvanized steel.
45
46 3. Sleeves shall be large enough to accommodate the pipe and/or insulation penetrating sleeve
47 with space for movement for expansion and contraction.
48
VERADALE HEALTH CARE CENTER - BID PACKAGE N0. TWO
GROUP HEALTH NORTHWEST PIPE AND PIPE FITTINGS
Tan Bovle Hevamoto Architects Section 15060 PaQe 2 1 4. Plates shalt be chromium plated brass escutcheons. Plates shall secure to pipe except
2 where pipe penetrates floor it shall secure to sleeve. ;
3 4 PART 3 EXECUTION
S
6 3.1 PERFORMANCE .
7 8 A. Furnish and install a complete system of piping, valved as indicated or as necessary to completely
9 control entire apparatus. Pipe drawings are diagrammatic and indicate general location and ;
10 connections. Piping may have to be offset, lowered, or raised as required or directed at site. 11 This does not relieve this Division from responsibility for proper erection of systems of piping
12 in every respect.
13 -
14 B. Properly suppoR piping and make adequate provisions for expansion, contraction, slope, and ,
15 anchorage.
16 -
17 1. Cut piping accurately for fabrication to measurements established at site and work into
18 place without springing or forcing. ~
19 _
20 2. Do not use pipe hooks, chains, or perforated metal for pipe support.
21 ~
22 3. Remove burr and cutting slag from pipes.
23
24 4. Make changes in direction with proper fittings. ,
25 26 5. Suspend all piping in building except that underground. Laying of piping on any building
27 member is not allowerl.
28
29 C. Arrange piping to not intecfere with removal of other equipment, or devices, or block access to
30 doors, windows, or access openings. Provide accessible unions in piping at connections to
31 equipment.
32
33 D. Make connectioas of dissimilar metals with insulating couplings.
34 35 1. Dielectric unions -
36
37 2. Clearflow fittings ~
38
39 3. Brass or bronze valves
40 41 E. Cap or plug open ends of pipes and equipment to keep dirt and other foreign materials out of 42 system. Do not use plugs of rags, wool, cotton waste, or similar materials.
43 '
44 F. Install piping systems so they may be easily drained. ~
45
46 G. Do not use reducing bushings, street elbows, or close nipples. 47 ;
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST PIPE AND PIPE FITTINGS
Tan Bovle Hevamoto Architects Section 15060 Page 3
1 H. Provide sleeves around pipes passing through floors, walls, partitions or structural members.
2 Pipe openings drilled or cast in concrete wall panels do not require sleeve. Sleeves installed in
' 3 concrete floor or ceiling panels shall not extend below bottom of slab.
. 4
5
~ 6
;
J 7 END OF SECTION
~
I
.
,
- VERADALE HEAI.TH CARE CENTER - 8IL7 PACKAGE NQ. °L'WO
GROUP HEALTH NORTfIWEST WATER SUPPLY ANU TREATIViEN'I'
: Tan Bov1e Hevamoto Architects Section 15200 Paze 1
i l. SECT~ON 1,5200 WATER SUPPI.,Y ANI7 TREA'i'IViENT
2
; - 3 PART 1 ~ENERAL
4
5 1. 1 SEC`Y'TC7N 15 000 A.FPLLES TC3 THIS SECTION
_ f
, T 1.2 DESCRU'TION
. $
9 A. Includes but nat 1imited to
~ io
1 l I . Provide work and materials rndicated and specif ed. Work shall include canaection ta
~ 12 mai.as or equivalenx and required exc.avatian and baekfill.
, 13
~14 B. Related Work Specafied Elsewhere
15
~ 16 1e Basic Methods and Materials - Section 15 050
~
17
18 C. Waek Fumished by Mers
~ 19
i
i- 20 1. This Cantractar shall be responsibTe far verifying extent o-f work and materials furnished
21 by servi.ng utility► campany. This contractor shall be cespansible for all charges resulting
' 22 from these services.
~ 23
24 1.3 QLTALITY ASSURANCE
25
' 26 A. RNuirements of Regulatary Agencies
27
28 1. A!1 equipment, pnaterial and installatians shall be in strict accordance with utility
~ 29 autharities havin,g jurisdiction.
30
31 2. Ni'aterials speeified are generaliy those allowed b}+ this office and the Uniform Plumbing
32 Code, All materials are su6ject to lqcal authority approval,
33
. 34 1.4 JC}S C[3NDITIONS
' I 35
36 A. Existing Canditinns
37
, 38 la Drawings indicate existing utilities a.s complete as possible. I.aocations indicated are
39 approximate. The Contractor shall verify the locatiors and be responsible for any damage
40 to existing systerrs.
~ 41
~
42 2, VVhere existing utilities must be rerauted, or disturbed, they shall be changed and/nr
43 replaced by this Contractor as a part ofthis Contract in a manner approved by t'he Ownex's
; 44 representaCive and a.s specified herein for like service,
- 45
46
i--
'I
i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO -
GROUP HEALTH NORTHWEST WATER SUPPLY AND TREATMENT
Tan Bovle Hevamoto Architects Section 15200 PaQe 2
1 3. It is the intention of these specifications to require that all streets, driveways, landscaped ~
2 areas, sidewalks, curbs or other paved or surfaced areas be restored to their original
3 condition as nearly as practical.
4
5 B. Protection 6
7 1. Work shall be carried on with due regard for safety of the public generally. Open trenches
8 shall be provided with barricades of a type that can be seen at a reasonable distance and
9 at night. Safety instructioas received from Safety Inspector shall be observed, but the
10 following of such instructions shall in no way relieve contractor of responsibility or '
11 liability should any accident or loss occur as a result of his construction operation. -
12
13 C. Scheduling ~
14 15 1. Work shall be done under a program which shall cause a minimum interruption of
16 vehicular traffic or inconvenience to pedestrians. All arrangements to care for such traffic '
17 shall be the Contractor's responsibility. -
18
19 D. Coordination
20
21 1. Any disruption of services shall be coordinated with serving utility and Owner's
22 representative.
23
24 PART 2 PRODUCTS
25 -
26 (Not Used)
27
28 PART 3 EXECUTION
29
30 3.1 INSPECTION
31
32 A. Work shall not be covered until inspected by governing authorities. 33 -
34 3.2 PREPARATION
35 ,
36 A. Field Measurements -
37
38 1. Contractor is responsible for field verifying locations, sizes and interferences prior to
39 starting work.
40
41 B. Cutting '
42 43 1. Pavement surfaces shall be cut only to minimum width which will permit proper
44 excavation and bracing of trench. Sidewalks and curbs shall be removed to regular ,
45 expansion joint lines oaly, or may be cut with a masonry saw along original score marks. -
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Page 1
1
' 2 15 210 EX'TERIOR WATER PIPING AND FITTINGS
~ 3
4 PART 1 GENERAL
- 5
: 6 1.1 SECTION 15000 APPLIES TO THIS SECTION
7
- S 1.2 DESCRIPTION
9
10 A. Includes but not limited to
11
12 1. Furnish and install water, distribution and service piping.
- 13
, 14 2. Service shall be installed to point five feet outside of building.
' 15
' 16 B. Related Work Specified Elsewhere
17
' 18 1. Concrete - Division 3
19
20 PART 2 PRODUCTS
21
' 22 2.1 MATERIALS
23
24 A. Distribution pipe
25
26 1. Class 507 AWWA C151 ductile iron with cement lining conforming to AWWA C104 and
27 mechanical joints Class 53.
28 29 2. Class 150, AWWA C900 PVC "Blue-Brute" with mechanical or ring-tite joints.
30
31 B. Domestic Water Service Pipe
32
33 1. 3-inch and under
34
35 a. PVC Class 160 with solvent weld joints. PVC is allowed oaly when approved by
36 local authorities. PVC is not allowed under buildings.
37
- 38 C. Fire Protection Service Pipe
. 39
, 40 1. Class 52 ductile iron.
41
, 42 2. Class 150, AWWA C900 PVC "Blue Brute" with ring-tite joints
, 43
44 3. PVC is not allowed under buildings.
45
46 D. Restraint joints for ductile iron pipe
47
48 1. EBAA Iron Inc. "Megalug" mechanical joint restraint system.
VER.ADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Page 2
1 _ 2. U.S. Pipe "Field Lok" restraint gasket system.
2
3 3. Victaulic style 31 grooved pipe system with grooved fittings.
4
5 E. Valves -
6 7 1. Valves shall be suitable for ordinary water works service. Buried valves shall be furnished
8 with 2-inch square AWWA standard operating nut. Valves installed in vaults or accessible ;
9 shall have wheel handles. Valves sball open counter-clockwise. ;
10
11 2. Valves 4 inches to 12 inches -
12
13 a. Gate valves conforming to AWWA C-500, iron body, bronze mounted double disc -
14 with bronze wedging device and 0-ring stuffing box, non-rising stem. ,
15 '
16 b. Butterfly valve conforming to AWWA G504, rubber seated with 0-ring shaft seals. 17 Operator shall be traveling nut or worm gear type sealed, gasketed and permanendy -
18 lubricated. :
19 -
20 3. Valves larger than 12 inches
21
22 a. Butterfly valve conforming to AWWA C-504, rubber sealed with 0-ring shaft seals.
23 Operator shall be traveling nut or worm gear type sealed, gasketed and permanently
24 lubricated. '
25 26 4. Fire Service Valves
27 28 a. UL listed gate or butterfly with tamper switch and operator to suit installation. '
29 b. Gate valves installed in vaults shall have wheel handle, rising stem.
30 c. Post indicators - '
31 '
32 i. Gate valves - cast iron with sleeve to match bury depth and lockable
33 operating wrench with indicator. Stockham G-951.
34
35 ii. Butterfly valves - UL listed worm gear actuator with locking device,
36 indicator and steam extension to suit bury depth. Keystone #819-081 37
38 5. Valve Boxes
39 -
40 a. Two-piece slip type with base to matcb valve. Box to be cast iron, coal tar painted
41 with cover. Cover to bave the word "WATER' cast in.
42
43 PART 3 EXECUTION
44
45 3.1 INSTALLATION
46
47 A. Installation shall be in strict accordance with manufacturer's recommendations and in compliance 48 with authorities having jurisdiction.
VERADAL.E HEAI1`I'H CAItE CEN'TER - BII3 PACKAGE NO. TWO
GROT]P HEALTH NOR'TffWEST EXTERIOR VVATER PTPINC ANLI FnMNGS
Tan 13nvle Hevarnoto Architects Sectian 15210 Paste 3
1 B. Inspect all material and equipment prior ta installation. Any dannaged material or equipment shaIl
; i 2 be discarded.
3
- 4 C. Clean all material prior to installation. Pravide water tight expandable plugs ar test plugs for
5 terttporary c1osures.
6
7 D, Tbrust Blocks
~ S
; 9 1. Provide thrust blocks at valves, fittings and at each chan 9e of directi4n as required and
1o recommendel by manufacturer's i.astructions.
, 11
~ 12 2. Each thtustwblock shal1 be designed ta have a sufficient bearing area and shall be so placed
- 13 as ta safely transmit to the surrounding earth all the maximum forces which may occur in
14 the pipeline at ibat point.
~ 15
16 3. The bearing faces of the block shall be poured against undisturbed trench wa].ls and
17 ~ottom. All cancrete sha11 be kept behind tfie bells and flanges of fttings and valves. '
18 Form wvrk shall he constructed wherever ne.oessary to canfine the cQncrete to the
~ 19 prescribed d'unensions. AIl form lumber shall be removed prior t~ testing. No surplus
20 roncrete shall be dispvsed af in the trench.
21
--~.2 4. A11 tb.rust-blocl~ shall be allo~rec~ to cure a su~cient zime to ha~+e developed the~r in~tial
23 strength sa tYiere will be no arYovement iin the main,
, 24
25 3.2 TESTTN'G AND FLUSHING
26
27 A. Fire pratectio4 service piping
28
29 1. System shall be testeti and flushed in accardtnce with NFPA.
- 30
31 B. I]vme.stic mains aad service piping
32
33 1. Test and flush in accordance with AWWA prior to back-f'~I1 and in presence of inspectnrs °
~ 34 having jurisdictipn.
35
36 2, Test shall be at 150 psi or 150% of operating pressure, whichever is greater for twm-hour
~ 37 duration at the highest point alang the test smtivn,
_ 3$
39 a. Pressuce shall not vafy by more than plus or minus 5 PSI.
~40 b, Pressure shall nat exceed pipe or thrust restraint design pressure.
41 c. Pre.ssure shall nat exceed twice tht-, rated prmure of valves or hydrants whett the
42 pressure boundary nf the test sectioa includes closed gate valves ar hydrants.
~ 43 d. Fre.ssure shall not exceed the rated pressure af the valves if resiliently seated
- 44 butter~y valves are used.
4S
46
,
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO - -
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Page 4 1 3. Pressurization
2
3 a. Each valved section of pipe shall be filled with water slowly and the specified test
4 pressure, based on the elevation of the lowest point of the line or section under test
5 and corrected to the elevation of the test gage, shall be appl ied by means of a pump
6 connected to the pipe in a manner satisfactory to the Engineer. _
7
8 4. Air Removal ~
9 10 a. Before applying the specified test pressure, air shall be expelled completely from
11 the pipe, valves, and hydrants. If permanent air vents are not located at a11 high ~
12 points, the Contractor shall install corporation cocks at such points so that the air
13 can be expelled as the line is filled with water. After all the air has been expelled,
14 the corporation cocks shall be closed and the test pressure applied.
15
16
17 b. At the conclusio❑ of the pressure test, the corporation cocks shall be removed and
18 plugged, or left in place at the discretion of the Engineer.
19
20 5. Examination
21 22 a. All exposed pipe, fittings, valves, hydrants, and joints shall be examined carefully 23 during the test. Any damaged or defective pipe, fittings, valves, or hydraats that
24 are discovered following the pressure test shall be repaired or replaced with sound '
25 material and the test shall be repeated. -
26
27 6. Leakage '
28
29 a. A leakage test shall be conducted concurrently with the pcessure test.
30 31 b. Leakage defined. Leakage shall be defined as the quantity of water that must be 32 supplied into the newly laid pipe, or any valved section thereof, to maintain
33 pressure within 5 psi of the specified test pressure after the air in the pipeline has 34 been expelled and the pipe has been filled with water.
35
36 c. Allowable leakage rates shall be in accordance with AWWA for piping material .37 used.
38
39 d. No pipe installation will be accepted if the leakage is greater than that determined
40 by the following formula: ,
41
42 L= SD 1/ P
43 133200
44
45 in which L is the allowable leakage, in gallons per hour; S is the length of pipe ,
46 tested, in feet; D is the nominal diameter of the pipe, in inches; and P is the
47 average test pressure during the leakage test, in pounds per square inch gauge. -
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Paze 5
1 7. Flushing
_ 2
3 a. Alternate methods may be used when approved or required by authorities having
4 jurisdiction.
. 5
, 6 b. Flushing to be accomplished prior to disinfection/chlorination except when
7 hypochlorite tablets are used. Flush after completion of pressure and leak testing.
g
9 c. The flushing velocity in the maia shall not be less than 2.5 feet per second. If no
- 10 hydrant is installed at the end of the main, a tap should be provided large enough
11 to effect a velocity in the main of at least 2.5 feet per second.
~ 12
' 13 d. The Contractor is responsible for disposal of discharge water.
14
15 3.3 DISINFECTION
16
17 A. Disinfect all new, repairel or extended piping in accordance with AWWA standard C601.
18 19 B. Fire protection service shall be disinfected to backflow preventioo device.
20
~ 21 C. The interior of all pipe, fittings, and appurtenances shall be kept as free as possible from dirt,
22 heavy particles, and foreign particles.
23
24 D. The forms of chlorine that may be used, subject to the approval of the Engineer, are:
25
26 1. Liquid chlorine containing 100 percent available chlorine under pressure in steel
27 containers. Shall conform to AWWA B301 and be used only in combination with
28 appropriate gasflow chlorinators and ejectors.
29
30 2. Sodium hypochlorite in liquid form containiog approximately 5 to 15 percent available
' 31 chlorine. Shall conform to AWWA B300.
32
33 3. Calcium hypochlorite in granular form or in 5-gram tablets containing approximately 65
' 34 percent available chlorine by weight. Shall conform to AWWA B300.
35
36 E. Three methods of chlorination may be used. The tablet method gives an average chlorine dose
37 of approximately 25 mp/liter; the continuous feed method gives a 24-hour chlorine residual of
38 not less than 10 mg/liter; and the siug method gives a three-hour exposure of not less than
, 39 SOmg/liter free chlorine.
; 40
' 41 1. Tablet Method
42
43 a. This method may be used only if the pipes and appurtenances are kept clean and
44 dry during construction.
45
~ 46
~ '
~RAI~ALE ~°IEALTH CAR.E CEI~T''ER BID PACKAGE NO. TWD _
GROUP HEAT.TH NOR'I'H,'VFST EXTERIDR WATER PFPING AND FI'I"TINGS
Tan Bavle Hevamoto Architects Sectian 152I0 Paqt_6
1 b. During construction, calcium hypochlorite granules shall be placed at the upstream
2 end af the f~rst section of pipe, at the upstream end of each branch main, and at
3 500-fo0t intervals. The quantity of granules shall be as shown in the following
4 table.
5
b c. WARNING: This proceclure shall not be used on soIvent welded piastic or on
7 screwed jaint steel pipe because of the danger of fire or explosion from the reactian
8 of the joint compounds with the calcium hypochlorrte. -
9 1,0 d. Table:
1 I OUNCES OF CALCIi7M HYPOCHLORrrE GRANULFS
12 TO BE PLACED AT SEGINIYIhTG OF MAIN
13 ANX] AT EACH 50(}-FOOT IN'TERVAL
14
15 Pipe Diamexer, Calcium Hyprochlarite ,
16 inches Granules, aunces '
17 4 0.5
18 6 1.0 19 8 2.0
- -
20 12 4.0
21 16 and larget 8.0 '
22 ~
23
24 e. During constructi4n, 5-gram calcium hypochlarite tablets shall be placed in each
25 section of pipe and a1so one such tablet shall be placed in each hydrant, hydrant -
26 branch, and other agpurtenance. 1'he number af 5-gram t,a6lets for each gipe
27 section shall be as required #o provide a minimum chlorine cancentration of 25 ,
28 mgfliter. Tabiets shall be attached to the inside of the pipe hy an adhesive such as 29 Permatex N'a. 1 or equal. There shall be- no adhesive on the tablet except an the
30 broad side a,ttached to the sur£ace af the pipe. Attach a11 the tablets at the inside tap -
31 of the main, with approximately equal numbers of tablets at each end of a given i
32 pipe Iength. If -the tablets are attached befote the pipe sectinn is placed in the
33 trench, their positivn shall be marked vn the section so it can be readily determined -
34 #hat the pipe is installed with the tablets at the top.
35
36 ,
37 f. VVhen insfiallation has been completed, the main shall be f~lIed wi[h water at a rate
38 such that water within the main will flnw at a velocity no greater than 1 fvot per
39 second. Precautions shall be taken to a.ssure that air packets are ejirninated. Ibis
40 water shall remain in the pipe for at least 24 hours. If the water temperature is less i
41 than 5 degrees C (41 degrezs F)r the water shall remain in the pipe for at Ieast 48
42 hours. Valves shall be positioned so that the strong chiorine solution in the main
43 being treated will not tlow into water mains in active service.
44 '
45 2. Continuous Feed Method
46
47 a. Priar to bexng chlorinated, the rnain shall be filled ta eliminate air pockets and -
48 flushed as heretafore sgecifed.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Page 7
1 b. Water from the existing distribution system or other approved source of supply shall
; 2 be made to flow at a constant, measured rate into the newly laid water main. At
, 3 a point not more than 10 feet downstream from the beginning of the new main,
4 water entering the new main shall receive a dose of chlorine fed at a constant rate
, 5 such that the water will have not less than 25 mg/liter free chlorine. To assure that
6 this concentratioa is provided, measure the chlorine concentration at regular
7 intervals.
8
~ 9 c. During the application of chlorine, valves shall be positioned so that the strong
' 10 chlorine solution in the main being treated will not flow into water mains in active
11 service. Chlorine application shall not cease until the entire main is filled with
' 12 heavily chlorinated water. The chlorinated water shall be retained in the main for
13 at least 24 hours, during which time all valves and hydrants in the section treated
14 shall be operated in order to disinfect the appurtenances. At the end of this 24-hour
! 15 period, the treated water in all portions of the main shall have a residual of not less
16 thaa 10 mg/liter free chlorine.
17 18 d. The preferred equipment for applying liquid chlorine is a solution feed vacuum-
19 operated chlorinator to mix the chlorine gas in solution water, in combination with
20 a hooster pump for injecting the chlorine gas solution water into the main to be
21 disinfected. It is recommended that direct feed chlorinators not be used.
22 Hypochlorite solutions may be applied to the water main with a chemical feed pump
23 designed for feeding chlorine solutions.
24
25
26 e. With the approval of the Engineer, an optional continuous feed method utilizing
27 calcium hypochlorite granules may be used. Granules shall be placed in the pipe
28 sections as specified under the Tablet Method.
29
30 3. SIuQ Method
31
32 a. Prior to being chlorinated, preliminary flushing of the main shall be performed as
33 specified herein.
34
35 Water from the existing distribution system or other approved source of supply shall
36 be made to flow at a constant measured rate into the newly laid water main.
37
38 b. At a point not more than 10 feet downstream from the beginning of the new main,
. 39 water entering the new main shall receive a dose of chlorine fed at a constant rate
40 such that the water will have not less than 100 mg/liter free chlorine. To assure
- 41 that this concentration is provided, the chlorine concentration shall be measured at
42 regular intervals. The chlorine shall be applied continuously and for a sufficient
43 period to develop a solid column or "slug" of chlorinated water that will, as it
44 moved through the main, expose all interior surfaces to a concentration of
45 approximately 100 mg/liter for at least three hours.
46
47
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO ~
GROUP HEALTH NORTHWEST EXTERIOR WATER PIPING AND FITTINGS
Tan Bovle Hevamoto Architects Section 15210 Page 8
1 c. The free chlorine residual shall be measured in the slug as it moved through the
2 main. If at aay time it drops below 50 mg/liter, the flow shall be stopped, 3 chlorination equipment shall be relocated at the head of the slug and, as flow is
4 resumed, chlorine shall be applied to restore the free chlorine in the slug to not less
S than 100 mg/liter.
6 '
7 d. As the chlorinated water flows past fittings and valves, related valves and hydrants
8 shall be operated so as to disinfect appurtenances and pipe branches. ,
9 '
10 F. After the applicable retention period, the heavily chlorinated water shall be flushed from the main -
11 uotil chlorine measurements show that the conceatration in the water leaving the main is no
12 bigher than that generally prevailing in the system or is acceptable for domestic use. ;
13 _
14 G. After final flushing and before the water main is replaced in service, a sample or samples
15 collected from the end of the line shall be tested for bacteriological quality and shall show the '
16 absence of coliform organisms. At least one sample shall be collected from the new main and ~
17 one from each branch.
18
19 H. If the initial disinfection fails to produce satisfactory bacteriological samples, the main may be _
20 reflushed and then resampled. If check samples show the presence of coliform organisms, then
21 the main shall be rechlorinated until satisfactory results are obtained.
22 ;
23 `
~
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST UTII.ITY VAULTS
Tan Bovle Hevamoto Architects Section 15215 Page 1
1 15 215 UTILTI'Y VAULTS
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
8
, 9 A. Included but not limited to
10
11 1. Provide labor, materials and incidentals required to install vaults indicated.
~ 12
13 B. Related work specified elsewhere
, 14 .
; 15 1. Concrete - Division 3
16
17 2. Masonry - Division 4
18
19 1.3 QUALITY ASSURANCE
20
, 21 A. Requirements of Regulatory Agencies
22
23 1. Installation sball be coordinated with and approved by the local authorities, utility company
24 or agencies having jurisdiction.
i 25
26 1.4 SUBMITTALS
27
28 A. Shop Drawings
29 .
30 1. Shop drawings shall show all dimensions, reinforcing, blockout locations and sizes.
31
32 PART 2 PRODUCTS
33
34 2.1 MATERIALS
- 35
, 36 A. Vaults - General
~ 37
- 38 1. Vaults shall incorporate a pre-engineered reinforced concrete construction capable of
- 39 supporting vehicular traffic.
40
- 41 B. Precast vaults
42
43 1. Vaults shall be reinforced concrete of dimensions indicated.
44
45 2. Vaults shall be designed for heavy loading with minimum of 6" thick walls and 8" thick
46 top.
47
48
VER.ADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO '
GROUP HEALTH NORTF.[WEST UTILITY VAULTS
Tan Bovle Hevamoto Architects Section 15215 Page 2 1 3. Vault-shall have 30" diameter manhole opening cast in and blockouts provided for piping
2 as required. ,
3 -
4 4. Steps or ladder shall be provided with rungs at 12" +/-3/4" on centers. Bottom step shall
5 be maximum of 16" above floor. 6 7 C. Manhole Ring and Cover
8 9 1. Flanged bottom cast iron ring with solid cover. Cover to have word "WATER" cast in !
10 top.
11 ^
12 2. Unit shall be heavy duty when located in traffic areas and medium duty when located ,
13 elsewhere.
14 -
15 PART 3 EXECUTION
16
17 3.1 INSTALLATION
18 19 A. Set vault on cast-in place coacrete floor.
20
21 B. Provide drain hole in floor. Drain to be 4" diameter cast iron pipe to 1/2 cubic yard of drainage .
22 gravel below.
23
24 C. Bring ring and cover to grade with minimum of two courses of brick and mortar. 25 '
26
27 '
,
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST WATER METERS
Tan Bovle Hevamoto Architects Section 15220 PaQe 1
1 15 220 WATER METERS
2
3 PART 1 GENERAL
4
-5 1.1 SECTION 15000 APPLIES TO THIS SECTION
. 6
7 1.2 DESCRIPTION
8
9 A. Included but not limited to
10
11 1. Provide labor, materials and incidentals required to install water meter(s) as indicated.
~
12
- 13 B. Labor and Materials furnished by others.
14
~ 15 1. Contractor to verify extent of work provided by utility company.
~ 16
17 PART 2 PRODUCTS
18
' - ' 19 2.1 MATERIALS
20
: 21 A. Meter
. 22
23 1. Bronze body with drive and register isolated from water chamber.
24
25 2. Meter shall be compound to register in /gallonslcubic feet/of water.
26
27 3. Remote readout shall be electric impulse type complete with register, drive and cable.
28
29 4. Accepted manufacturers
30 31 a. Rockwell
32 b. Hersey
33 c. Neptune
34
35 PART 3 EXECUTION
36 .
37 3.1 INSTALLATION
38
39 A. Layout piping to insure accessibility.
40
- 41 B. Meters larger than 1" shall be supported by pipe stands or concrete supports.
42
' 43
44
i
~
- VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST DETECTOR CHECKS
Tan Bovle Hevamoto Architects Section 15221 Paee 1
1 15 221 DETECTOR CHECKS
, 2
' 3 PART 1 GENERAL
4
- 5 1.1 SECTION 15000 APPLIES TO T'HIS SECTION
6
7 1.2 DESCRIPTION
8
~ 9 A. Included but not limited to
10
, 11 1. Provide labor, materials aad incidentals required to install complete assembly.
12
13 1.3 QUALTTY ASSURANCE
14
15 A. Requirements of Regulatory Agencies
16
17 1. Entire assembly shall be UL, FM and USC approved.
18
19 2. When required by authorities, submit assembly for testing.
20
~ 21 PART 2 PRODUCTS
- 22
23 2.1 MA'TERIAI.S
24
25 A. Assembly shall include
26
27 1. double check assembly with cast iron body and bronze trim.
28
29 2. two OS&Y gate valves. When installation dictates, one valve shall be suited for post
' 30 indicator assembly.
31
32 3. bypass meter with related piping and valves.
33
34 B. Accepted Manufacturers
35 -
- 36 1. Febco Model 806DDC
37 2. Water Metrics Model 905BD
38
39 PART 3 EXECUTION
40
41 3.1 INSTALLATION
42
43 A. Layout piping to insure accessibility for repairs and testing.
44
45 B. Support assembly on pipe stand or concrete rails.
46
47
48
VER.A.DALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST BACKFLOW PREVENTERS
Tan Bovle Hevamoto Architects Section 15222 PaQe 1
1 15 222 BACKFLOW PREVENTERS
2
3 PART 1 GENERAL
4
'5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
. 8
'9 A. Included but not limited to
10
11 1. Provide labor, materials and incidentals required to install complete assembly.
' 12
13 1.3 QUALITY ASSURANCE
, 14
15 A. Requirements of Regulatory Agencies
16
17 1. Devices shall meet the requirements of ASSE, AWWA and USC Foundation for Cross
18 Connection Control and Hydraulic Research.
19
20 2. Devices shall meet all local and Health Department requirements.
21
22 PART 2 PRODUCTS
23
24 2.1 MATERIAL
25
26 A. Assembly shall be complete with /double check/reduced pressure/ backflow devices and isolatio❑
27 valves.
28
29 B. Sizes 2" and smaller -
30
31 1. Bronze body, stainless steel springs and all internal parts to be corrosion resistant.
32
33 2. Valves to be bronze, full port ball valves.
34
35 3. All intemal parts to be serviceable from top.
- ' 36
, 37 C. Sizes 2-1/2" and larger
38
39 1. Cast iron or ductile bodies with internal surfaces egoxy coated. Internal parts to be bronze
~ 40 with stainless steel springs or all stainless steel.
41
42 2. Valves to be iron bodied, bronze trimmed with resilient wedge.
43
44 3. All internal parts to be serviceable inline.
45
46 4. Valves for fire service shall be indicating type with tamper switches.
47
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST BACKFLOW PREVENTERS
Tan Bovle Hevamoto Architects Section 15222 Page 2 1 D. Accepted Manufacturers ,
2
3 1. Febco
4 2. Beeco
5 3. Cla-Val 6 4. Watts _
7 5. ITT - Lawler
8 6. Wilkins , 9
10 PART 3 EXECUTION
11
12 3.1 INSTALLATION 13
14 A. Assembly shall be installed in strict accordance with manufacturer's recommendations with proper
15 clearances for testing and servicing. ~
16
17 B. Where devices require drains, indirect waste shall be piped to floor drains.
18
19
20
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST FIRE HYDRANTS
Tan Bovle HevamQto Architects Section 15225 Page 1
1 15 225 FIRE HYDRANTS .
2
3 PART 1 GENERAL
4
~ 5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
_ 8
' 9 A. Includes but not limited to
10
; 11 1. Furnish and install fire hydrants as indicated.
12
13 B. Related work specified elsewhere
-14
15 1. Concrete - Divisioa 3
16
. 17 1.3 QUALITY ASSURANCE
18 -
- 19 A. Design Criteria
, 20
, 21 1. Hydrants shall conform to AWWA C502.
22
, 23 2. Hydrants shall be desigaed to 150 psi working pressure and 300 psi hydrostatic test
24 pressure.
' - 25
26 B. Requirements of Regulatory Agencies
. 27
28 1. Hydrant and nozzles shall conform to local fire department standards.
29
' 30 PART 2 PRODUCTS
- ' 31 °
32 2.1 MATERIALS
33
34 A. Hydrant
35
36 1. Hydrant shall be modem profile, dry barrel, traffic model with breakaway feature to
! 37 prevent flooding or damage from impact.
38
~ 39 2. Hydrant shall be 6" with 5" valve opening. Barrel length to match bury and end
' 40 connections to match piping materials.
41
42 3. Hydrant to have (2) 2-1/2" hose connections and (1) streamer port. Operating nut shall
43 be standard pentagonal to opea counterclockwise.
44
45 B. Auxiliary Gate Valve and Box
46
47 1. Shall conform to Section 15 210.
48
I -
I
I
VERA.DAL]E HEALTH CARE CENTER - BID PACK4GE NO. "I'WO -
GRCIUP HEALTH NQRTHWEST FIRE HYDRANT'S Tan Sov1e Hevamato Architects Section 15225 Paize 2
1 PART 3 EXECUTION
-
2 i'
3 3,1 INSTALLATION -
4
S A. Install in accordance with detail and manufacturer's instructions.
6
7
8 END OF SECTION ~
i
i
~ -I
;
~
i
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST WASTE WATER DISPOSAL AND TREATMENT
Tan Bovle Hevamoto Architects Section 15300 Page 1
- 1 SECTION 15 300 WASTE WATER DISPOSAL AND TREATMENT
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15 000 APPLIES TO THIS SECTION
- 6
7 1.2 DESCRIPTION
_ 8
9 A. Includes but not limited to
10
11 1. Provide work and materials indicated and specified. Work shall include coanection to
12 mains or equivalent and required excavation and backfill.
' 13
- 14 B. Related Work Specifietl Elsewhere
15
16 1. Basic Methods and Materials - Section 15 050
17
- 18 C. Work Furnished by Others
19
20 1. This Contractor shall be responsible for verifying extent of work and materials fumished
21 by utility department. This contractor shall be responsible for all charges resulting from
22 these services.
23
24 1.3 QUALITY ASSURANCE
25
26 A. Requirements of Regnlatory Agencies
27
28 1. All equipment, material and installations shall be in strict accordance with authorities
29 having jurisdiction.
30
31 2. Materials specified are generally those allowed by this office and the Uniform Plumbing
32 Code. All materials are subject to local authority approval.
33
34 1.4 JOB CONDTTIONS
35
36 A. Existing Conditions
- 37
38 1. Drawings indicate existing utilities as complete as possible. Locations indicated are
39 approximate. Tbe Contractor shall verify the locations and be responsible for any damage
40 to existing systems.
41
42 2. Where existing utilities must be rerouted, or disturbed, they shall be changed and/or
43 replaced by this Contractor as a part of this Contract in a manner approved by the
44 Architect and as specified herein for like service.
45
46
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST WASTE WATER DISPOSAL AND TREATMENT
Tan Bovle Hevamoto Architects Section 15300 Page 2 1 3. It is the intention of these specifications to require that all streets, driveways, landscaped -
2 areas, sidewalks, curbs or other paved or surfaced areas be restored to their original
3 condition as nearly as practical. ,
4 '
5 B. Protection
6
7 1. Work sha11 be carried on with due regard for safety of the public generally. Open trenches
8 shall be provided with barricades of a type that can be seen at a reasonable distance and
9 at night. Safety instructions received from Safety Inspector shall be observed, but the '
10 following of such instructions shall in no way relieve contractor of responsibility or 11 liability should any accident or loss occur as a result of his construction operation.
12
13 C. Scheduling ,
14
15 1. Work shall be done under a program which shall cause a minimum interruption of -
16 vehicular traffic or inconvenience to pedestrians. All arrangements to care for such traffic
17 shall be the Contractor's responsibility.
18
19 D. Coordinatioa
20
21 1. Any disruption of services shall be coordinated with serving utility department and
22 Owner's representative.
23 24 PART 2 PRODUCTS 25 .
26 (Not Used) 27
28 PART 3 EXECUTION
29 _
30 3.1 tNSPECT'ION
31
32 A. Work shall not be covered until inspected by governing authorities. _
33
34 3.2 PREPARATION
35
36 A. Field Measurements
37 -
38 1. Contractor is responsible for field verifying locations, elevations, sizes and interferences
39 prior to starting work.
40 ,
41 B. Cutting .
42
43 1. Pavement surfaces shall be cut only to minimum width which will permit proper
44 excavation and bracing of trench. Sidewalks and curbs shall be removed to regular ~
45 expansion joint lines only, or may be cut with a masonry saw along original score marks. -
46
VER.ADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST EXfiERIOR SEWER PIPE AND FITTINGS
Tan Bovle Hevamoto Architects Section 15310 Page 1
1 15 310 EXTERIOR SEWER PIPE AND FITTINGS
2
3 PART 1 GENERAL
4
. 5 1.1 SECTION 15000 APPLIES TO THIS SECTION
; 6
7 1.2 DESCRIPTION
. 8
9 A. Includes but not limited to
10
11 1. Provide work and materials indicated and specified.
' 12
13 B. Related work specified elsewhere
- 14
~ 15 1. Concrete - Division 3
16
17 C. Definitions 18
- 19 1. Sewer shall mean sanitary and storm
. 20
, 21 PART 2 PRODUCTS
22
23 2.1 MATERIALS
24
- 25 A. Gravity Piping
26
27 1. Nonreinforced concrete pipe coaforming to ASTM C 14.
28 2. PVC pipe conforming to ASTM D3034
29 3. ABS composite pipe conforming to ASTM D 2680.
30 4. Cast iron pipe conforming to ASTM A74.
31 5. Ductile iron pipe conforming to ASTM A21 or AWWA C 151.
32
33 B. Fittings
34
35 1. Fittings sha11 be of the same material as the piping where applicable.
36
37 2. Fittings of unlike material shall be manufactured for that purpose and approved by pipe
38 manufacturer.
39
40 C. Jointing Materials
41
42 l. Shall be approved by pipe manufacturer.
43
44 D. Cleanouts to Grade
45
46 1. Heavy duty cast iron with double flange and secured cover and threaded bronze plug.
47 Housing shall be free from piping.
48
i--
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO GROUP HEALTH NORTHWEST EXTERIOR SEWER PIPE AND FITTINGS
Tan Bovle Hevamoto Architects Section 15310 Page 2
1 2. Accepted manufacturers
2
3 a. J.R. Smith #4253 or equal by Zurn, Josam or Wade.
4
5 PART 3 EXECUTION
6 7 3.1 INSTALLATION
8 9 A. Installation shall be in strict accordance with manufacturer's recommendations and in compliance .
10 with authorities having jurisdiction.
11
12 B. Inspect all material and equipment prior to installation. Any damaged material or equipment shall ;
13 be discarded.
14 -
15 C. Clean all material prior to installation. Provide water tight expandable plugs or test plugs for ,
16 temporary closures.
17
18 D. Water line crossing ,
19 -
20 1. If sewer crosses above a water line, the sewer for a distance of 10'0" each side of the
21 water line shall be installed in ductile iron pipe. No joints shall be closer than 5'0" 22 horizontally to water 1 ine. 23
24 E. Cleanout to Grade ,
25 -
26 1. Cleanout shall be set in 18"x18"x6" thick concrete block. Block shall have beveled edges
27 and set flush with adjoining grade. Cap shall be recessed in block 1/8". ,
28
29 2. If cleanout is located in asphalt paved area, install concrete block below paving to prevent
30 settling.
31 .
32 3. If cleanout is located in concrete walk or drive area, no block is required.
33
34 F. Testing
35
36 1. All piping shall be tested before being backfilled.
37 '
38 2. Testing shall be in accordance with goveming authorities.
39 -
40 3. In absence of local requirements, the contractor shall test in accordance with the American
41 Public Works Association standards.
42
43
44
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST DRYWELLS
Tan Bovle Hevamoto Architects Section 15317 Paee 1
1 15 317 DRYWELLS
2
~ 3 PART 1 GENERAL
4
~ 5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
' 8
9 A. Included but not limited to 10
11 1. Provide labor, materials and incidentals required to install drywells indicated.
12
13 B. Related work specified elsewhere
. 14
15 1. Concrete - Division 3
16 2. Masonry - Division 4
17
18 1.3 QUALITY ASSURANCE
~
19
20 A. Requirements of Regulatory Agencies
21
22 1. Installatioa shall be coordinated with and approved by the local authorities, utility company
23 or agencies having jurisdiction.
24
25 PART 2 PRODUCTS
26
27 2.1 MATERIALS
28
29 A. Pre-cast drywell components
30
31 1. Pre-cast drywell components shall conform to local codes.
32
33 2. Barrel sections shall have slots cast-in.
34
35 3. Cone sectioa shall have breakout hole cast-in.
36
37 B. Cover
38
39 1. Nominal 24" round heavy duty, cast iron frame and slotted cover.
40
41 2. Nominal 24" round heavy duty, cast iron frame and solid cover. Cover to have word
, 42 "STORM" cast in lid.
~ 43
44 3. Solid, pre-cast reinforced coacrete with lift wire.
45
46 C. Rock
47
48 1. 3/4" to 1-1/2" washed river rock or clean crushed rock.
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST DRYWELLS
Tan Bovle Hevamoto Architects Section 15317 Paze 2
1 D. Filter Fabric
2 ;
3 1. Nonwoven geatextile product equal to Exxon P0409, available from Spokane Culvert (509)
4 244-3693.
5
6 PART 3 EXECUTION
7
8 3.1 INSTALLATION 9 10 A. Base may be precast or cast-in place concrete. Set on prepared bed to insure uniform support
11 and proper elevation.
12 13 B. If lid is to be at grade, bring to grade with brick or pre-cast rings to provide proper surface
14 grade. .
15 ~
16 C. Install slotted or solid cast iron lid at grade or concrete below grade as indicated.
17 -
18 D. Place rock carefully to insure minimum of side sloughing.
19
20
21
22 END OF REPORT '
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST PLUMBING
Tan Bovle Hevamoto Architects Section 15400 Page 1
1 SECTION 15400 PLUMBING
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15 000 APPLIES TO THIS SECTION.
- 6 ' 7 1.2 DESCRIPTION
8
,-9 A. Includes but not limited to
10
-11 1. Excavation and baclilling required by work of this section.
12
' 13 B. Related work specified elsewhere
14
. 15 1. Basic Methods and Materials - Section 15 050
16
17 1.3 QUALITY ASSURANCE
18
,19 A. Requirements of Regulatory Agencies
~
20
21 1. This Coatractor shall be responsible for obtaining required tests and certificates.
t 22
~ 23 2. Materials specified are generally those allowed by the Engineer and the Uniform
24 Plumbing Code. All materials are subject to local authority approval.
25
. 26 PART 2 PRODUCTS
27
28 (Not Used)
29
30 PART 3 EXECUTION
31
32 3.1 INSPECTION
33
- 34 A. Work shall not be covered until inspected by governing authorities.
35
36 3.2 PREPARATION
37
38 A. Field Measurements
- 39
40 1. Contractor is responsible for field verifying locations, sizes and interferences prior to
41 starting work.
42
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST FUEL GAS PIPING SYSTEMS
Tan Bovle Hevamoto Architects Section 15408 PaQe 1
1 15 408 FUEL GAS PIPING SYSTEMS
~ 2
_ 3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLIES TO THIS SECTION
' 6
7 1.2 DESCRIPTION
, 8
9 A. Includes but not limited to
10 '
11 1. Furnish and install gas piping and fittings both within the building and outside the building
12 as indicated on the plaas; including connection to meter where indicated.
13
14 B. Work Furnished by Others
: 15
- 16 1. This Contractor shall be responsible for verifying extent of work and materials furaished
17 by serving utiliry company. This contractor shall be responsible for all charges resulting
' 18 from these services.
19 -
_ i 20 1.3 QUALITY ASSURANCE
~ 21
22 A. Welder Qualifications
23
24 1. Welders shall be certified and bear evideace of certification 30 days prior to commencing
25 work on project. If there is doubt as to proficiency of welder, Owner's Representative
26 may require welder to take another test. This shall be done at no cost to Owner.
27 Certification shall be by Pittsburgh Testing Laboratories or other approved authority.
28
29 B. Requirements of Regulatory Agencies
30
31 1. Installation shall conform to NFPA-54.
32
33 2. Coordinate and comply with serving utility company requirements.
34
35 3. Installation and materials of underground pipe, including service piping, if required, shall
36 be as directed by serving utility company.
37
38 PART 2 PRODUCTS
39
40 2.1 MATERIAL
41
- , 42 A. Pipe
43
44 1. Meet requirements of ASTM A 120, "Specifications for Pipe, Steel, Black and Hot-Dipped
45 Zinc-Coated (Galvanized) Welded and Seamless, for Ordinary Uses"
46
47 2. Carbon steel, butt welded, Schedule 40 black steel pipe.
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO GROUP HEALTH NORTHWEST FUEL GAS PIPING SYSTEMS ,
Tan Bovle Hevamoto Architects Section 15408 Page 2 1 3. When acceptable to the serving Utility Company, underground piping outside the building
2 may be plastic piping or tubing conforming to ASTM D2513 or ASTM D2517.
3 ~
4 B. Fittings
5
6 1. Black Pipe 7
8 a. Welded forged steel fittings meeting requirements of ASTM A 234, "Specifications
9 for Piping Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and
10 Elevated Temperatures"
11 -
12 b. Standard weigbt malleable iron screwed. Pipe dope shall be non-setting and ,
13 resistant to natural or LP gas.
14 15 c. Jointing methods for plastic pipe or tubing shall be compatible witti the materials 16 and in conformance with the manufacturer's recommendations.
17 .
18 C. Butterfly Valves
19
20 1. Up to 2 inch, 1.75 psi cast bronze, stainless steel disc and stem, vitron seal, lever handle,
21 threaded ends.
22
23 2. Over 2 inch, 150 psi, wafer or lug type, iron body, bronze disc, stainless steel stem,
24 vitroa seal, and lever handle.
25
26 PART 3 EXECUTION
27
28 3.1 PERFORMANCE 29
30 A. For general piping installation, see Section 15 050. 31 32 B. Pipe installed underground, and pipes 2'h inches and larger sha11 have welded fittings and joints.
33 Other pipe may have screweti or welded fittings.
34 35 C. All uaderground piping shall be machine wrapped and coated per UPC requirements.
36 37 D. Lay underground pipe in accordance with local gas utility company regulations and specifications.
38
39
VER.ADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST FLOOR DRAINS
Tan Bovle Hevamoto Architects Section 15421 Page 1
1 15 421 FLOOR DRAINS
2
3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLIES TO THIS SECTION
6
7 1.2 DESCRIPTION
:8
9 A. Includes but not limited to
10
i 11 1. Furnish aad install as indicated
. 12
13 PART 2 PRODUCTS
14
15 2.1 MATERIAL
16
, 17 A. Drain shall be fumished with companion traps of material to match connecting piping.
18
19 B. Drain bodies shall be coated cast iron and to include flashing collar and weep hole.
20
' 21 C. Drains required to have trap primers shall have tapping.
22
23 D. Drain strainers in finished areas shall be nickel bronze unless otherwise noted and cast iron in
24 unfinished areas.
25
26 E. Drain strainers in tiled or other areas with rectangular patterns shall be square.
27
28 F. Accepted manufacturers
29
30 1. Smith
31 2. Zurn
32 3. Josam
, 33 4. Wade
34
35 PART 3 EXECUTION
~ 36
' 37 3.1 INSTALLATION
38
39 A. Protect drains from damage and entrance of foreign materials during construction.
40
41 B. Strainers shall be set flush and plumb 42
43 C. See Section 15 090 for flashing requirements. _ 44
45
46 END OF SECTION
47
48
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO
GROUP HEALTH NORTHWEST WET-PIPE SPRINKLER SYSTEM
Tan Bovle Hevamoto Architects Section 15520 PaQe 1
1 15 520 WET-PIPE SPRINKLER SYSTEM
, 2
3 PART 1 GENERAL
4
5 1.1 SECTION 15000 APPLTES TO THIS SECTION
6
7 1.2 DESCRIPTION
8
9 A. Included but not limited to
10
11 1. Furnish and install outside supply system as indicated.
I ; 12
13 B. Description of System
14
15 1. Piping and major system components are shown on the plans indicating an acceptable
16 layout.
17
18
- - 19 PART 2 PRODUCTS
20
21 2.1 MATERIAI.S
' 22 '
23 A. See Section 15 050 for general requirements.
24
25 B. See Section 15200 for piping.
26
27 C. Valves 28
29 1. See Section 15 200
30 2. Post indicator - lever handle with locking device with operating wrench.
31 3. Gate Valve - butterfly or OS&Y
32 4. Check Valve - swing or wafer type 33 5. Provide USC listed backflow preventer or detector check if required. See Section 15 200.
34 6. UL Listed and FM approved
35
36 D. Fire Department Connections
~ 37
;
38 1. Fire department connections shall include check valve, automatic drip caps, chains, and
, 39 nameplates. The discharge from the automatic drip shall be visible. Fire department
40 connections shall be post type with 2-1/2" uilets and smooth brass finish and shall be
41 provided with National Standard firehouse thread connections. Where fire department
42 equipment has different type of connection, suitable adapters shall be provided to match
' 43 the equipment.
44
45 2. Approved Manufacturers
46
47 a. Potter-Roemer
48 b. Standard
i
I
VERADALE HEALTH CARE CENTER - BID PACKAGE NO. TWO ~
GROUP HEALTH NORTHWEST WET-PIPE SPRINKLER SYSTEM
Tan Bovle Hevamoto Architects Section 15520 Page 2
1 E. Trim
2
3 1. Pressure gauge
4 2. Valve tamper switches
5 3. Testing bypass
6 4. Drains
7
8 PART 3 EXECUTION
9
10 3.1 INSTALLATION 11 -
12 A. Piping shall be cleaned to remove all burrs, and pipe sections shall be cleaned inside to remove 13 all chips and foreign materials prior to making joints.
14
15 B. All valves shall be located where easily accessible. 16 -
17 C. Provide inspector's test connection as required, in accessible location. _
18
19 D. Provide equipment necessary to accomplish local and transmitted waterflow and supervisory '
20 signals for each system.
21
22 END OF SECTION '
23
i
GROUP HEALTH NORTHWEST
VERADALE HEALTH CARE CENTER
"208" DRAINAGE CALCULATIONS
July 7, 1992
For Tan Boyle lYeyamoto Architects
~'0NwW' ~O
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~
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EXPIRES 6/25/qs(
THOMAS, DEAN & HOSKINS, INC.
ENGINEERING CONSULTANTS
WEST 316 BOONE AVENUE, SUITE 757
SPOK:ANE, WA 99201-2346
(509) 325-8499
Proj ect No. S92-12
nU"
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' i
~~~ENTS
I Pa" #
Description NOIth Sw3~~ '208r C31ci11at10I1s 2,4
Suut~ Swale '208' Calculations 29 5
~
,
- Curb Opening #1 #2 6
Curb Qpeni-ng #3 7
- T"rench Dpain #1 Swale 7, 8, 15! 16
Trench Drain #2 85 9
Raof Drain Storm Line #1 9
- Roof Drain Storm L.ine #2 10
Rnof Drain Stonm Lirie #3 10
Trench Drain Details & Flow Chart 12
Roof Drain Storm Line Drawung (Exhibit D) 13
Ruof Drain StormZ..ine Drawing Wye Detail 14
East Side Deck Area Calculations 15
EaSt Slde DeCk Are3 SWa1e PLaII (EXh1b1t F) 17
AttaChdI1eI1ts - Exhibit A '208' Drainage Plan
Exhibit B Site Layout Plan
~ Exhibit C Rainleader Piping Drawing MA-5
, Exhibit E Rainleader Piping Drawing MA-6
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Ju106, 1992 04 :01FM FROM THOMAS DERN AND HOSK I NS TQ TPH SPnKAhJE F. 04
1-4999 Series Bolted
Transverse Drainaye $fiructutes - T
_
E vy D u ty
II rotiny flat type surfoc2 sho,•ving
7ype X framcs and Type C grate. r~~~~~. " _
~ dprd frpme and cover Se(tlpn5 qf
t ype are bolred and manufacrured •
il 4" stondotd lettgths- • . ~
. . r• .
- . • -
tablog DiMensions in rnches 1 Weight per lineal foot ~
Reod Carefully Before Orderirtg No. A ~ B ~ C { Type A~ Type C~ Type D ~ Type E Type P ~ Frame"*
Snecify: R-4999•AX 8 1%2 6 1 tl 24 21 21 19 12
Completa cotolog numbec R•4999-BX 10 1~~ 8 24 30 29 27 22 12
Langth of sfructura. R-4999•CX 12 1Yi 10 28 35 40 38 26 12 T
lyps of cover. R-4999-DX 14 1 y~ 12 35 45 50 48 31 12
4. Porma-GAp :urface if required. R-4999-EX 17 11/2 15 41 59 SS SO - 12 -
(SAe page 261.) R-4999•FX 20 1Yi 18 57 6/ /2 65 12
End frome sefions ond num- R-4949-GX 23 1X7 21 60 78 90 - - )2
ber required per unit. R-4999-HX 26 1 fi 24 b$ 110 90 94 - 12
6. Dueiilo Iron framos and/or R•4999-JX 30 2 27 100 130 85 - I/
Ducfila Iron covera. R•4999-KX 33 2 30 120 150 150 - • 17
If tranch drain grasrs are to be R-4999-L.X 36 2 33 115 140 175 - - 17
in:tciiled in bicycla traffic areos,
please advis9 sv that safefy R-4999-MX 39 1 36 I;SU 210 175 17 `
sfondatds dv:crEbed on catalog 1t-4949-NX 45 2 42 150 260 180 - - 17 L•
page 95 can be applied. R•4999•OX 51 2 4$ 175 - 320 275 - 37
' - "weight per fqot - Includes both sides. -
1 ,
510L ip oa GrATEO COVFP. COVER TYPES ~ - -,~1. o~~..m - - - : _ ~.~t, .-T , ~ . r
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Groto TyPo A Groto Typo C Grate Type P Solid Chockorad Solid Porforatad
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/ o•. ~n• • . Type D TyAs E _
1'• • • • • ~ '
Type P grotes have ye" slot widths and ore especially appli.
-M cable for areas of heavy pedestrivn troffic.
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FRAME YYPE Grate `
Catolog dimensions in inche: Wt. per
t~ tvo. A ~ 6 C lineal ft. =r~i1~~~~ r
~ R-4999•L3 14 1~4 12 a5y Q~1. ~~JJ1~~ZI
TYPE X 3
' R-4999-L6 2 22 88'
R-4999-19 29i 2 26:Y4 115*'
This series fumished standQrd with Type L yrata showti
at righl. Crote Type l '
'Furnished in 2 foot increments only. ~
"'Furnished in 1% or 3 foot increment3 only.
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Ju 1 06,1992 04 :0OPP'1 FRl7N1 THOMAS DEAN AND HOSh. I NS TO TDH SPOKHNE F. 03
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100
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P.O. Box 32Q. Seeuta. WA 98tta
(206) 62d-6d91 Tetex 37•8165 :-W~426•93- i
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GROUP HEALTH 8"L06.
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THOMAS, DEAN & HOSKiNS, INC. - ENGINEERS - GREAT FALLS, MONTANA
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- • DETENTLUN BASIN UES[CN
Time IrtccP,^.tent (min) 5
'Iime of Cclncentcatlon (min) Isr
Ot+tflow (c.f.s.) D.~ 112,Gr.
llesikn yenc flov (yr-) /D
Area (acres) p,o13 Developed °C" Eactur p,y'o
Area x "C Q, D
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Time Inc. Time Inc. Intencity Q dev. V in V out Storj~;,~
(min.) (sec.) (in./hr.) (c.E.s.) (cu. Et.) (cu. Et.) (cu. Et
1 * 60 ) (A*(;*03) (see be1vw) (outflUw*(l2) (l/5-!!6)
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~ 10 ~ 600 ~ 2.24 ~ 15 ~ 904 ~ 1.77
~ 20 ~ izoo I 1 .45
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~ 25 , 1500 ~ 1.21
~ 30 1$00 ( 1.04
~ 35 ~ 2100 ~ •9I
40 ~ 2400 ~ .82
45 ~ 2700 j .74 j 1 I I ~
4 50 ~ 3000- ~ .68 1 55 ~ 3300. { •64
60 ~ 3600 ~ .61
~ 65 ~ 3900 ~ .50
~ 70 , 4200 ~ .58
~ 75 ~ 4500 .56
( ( ~ ~
AO ~ 4800 ~ .53
i RS ~ 5100 ~ .52
~ 90 ( 5400 ! .SO
~ 95 ( 5700 ~ . 49
~ 100 ~ 6000 ~ .48 L'in - I.3'4 Q dev * t for t< Tc
VSn -(Q dev * t>+ (.34 ~ Q dev * Tc) for t> Tc
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