HomeMy WebLinkAbout5395 Contract Number: 5395
Vendor: WESTERN INDUSTRIAL, INC
Subject: Reservoir No. 19 & 20 - Interior Coating Replacement
Department: Engineering
File Class: LEG 12-1
Begin Date: 6/25/2014
End Date: 9/13/2014
Review Date: 10/1/2014
Vault Date: 2015
Comments: CO #1 11/12/14
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AGENDA BILL
CITY OF BREMERTON
CITY COUNCIL
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SUBJECT: Award contract for Reservoir Study Session Date: June 11, 2014
No. 19 and 20— Interior Coating COUNCIL MEETING Date: June 16, 2014
Replacement to Western Industrial, Inc. Department: PW 8� U
Presenter: Chal Martin /Tom
Knuckey
Phone: 473-5758
SUMMARY: The work to be completed under this contract includes recoating the interior of two steel
water reservoirs. The interior of Reservoir 20 will be coated in entirety. Only the interior roof/lid of
Reservoir 19 will be coated. The work incfudes cleaning out the tanks, removal of existing coal tar
based coating, surface preparation, sandblasting, and coating.
There were 4 bids. Western Industrial was the lowest responsible, responsive bidder in the amount
of$474,184.25 (which includes sales tax).
ATTACHMENTS: 1. Council Summary; 2. Agreement; and 3. Bid Tabulation.
FISCAL IMPACTS (Include Budgeted Amount): The project is included in the 2014 budget and is
funded by rates.
STUDY SESSION AGENDA: ❑X No Presentation ❑ Full Presentation
STUDY SESSION ACTION: � Consent Agenda ❑ General Business ❑ Public Hearing
RECOMMENDED MOTION:
Move to award contract for Reservoir No. 19 and 20— Interior Coating Replacement from Western
Industrial, Inc. in the amount of$474,184.25 (which includes sales tax) and authorize the Mayor to
finalize and execute the agreement with substantially the same terms and conditions as presented
upon receiving all necessary environmental permits.
COUNCIL ACTION: �Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action
Form Updated 01/25/13
CITY OF BREMERTON
CHANGE. �RDER
CONTRACT CHANGE ORDER NO: 'I
PROJECT NAME: Reservoir No 19 & 20 —Interior Coating Replacement
PROJECT NO: 45126 CONTRACTOR:_ Western Industrial .
ORIGINAL CONTRACT AMOUNT: 474,184.25 DAYS: 80
PREVIOUSLY APPROVED CHANGES: 0.00 DAYS: 0
THIS CHANGE: 0.00 DAYS: 15
REVISED CONTRACT AMOUNT: 474,184.25 DAYS: 95
This Change Order covers changes to the subject contract as described herein. The Contractor shall
construct, furnish equipment and materials, and perform all work as necessary or required to
complete the Change Order Items. The increase or decrease in contract price shown below includes
any applicable taxes.
DESCRIPTION OF CH�4NGES . INCREASE 1N (DECREASE)IN CONTRACT
CONTRACT CONTRACT TIME
� � AMOUNT AMOUNT EXTENSION
� � �$� ($) (DAYS:)
> >
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X WCD#1 —Paint Reservoir 19 columns and girders. The cost for 0 � 2
this work is paid under'Bid Item#3—Force Account; therefore
this WCD does not increase the contract amount.
� X WCD#5—Roof structural work at Reservoir 20, The cost for � 6
this work is paid under`Bid Item#3—Force Account', therefore
this WCD does not increase the contract amounf.
X WCD#7—Extra days to coordinate with cathodic protection � 7
contractor for installation at Reservoir 20. This is a no-cost work
change.
X Section 09960, paragraph 3.14: References to'One-year' are 0 0
, deleted and replaced with'Three-year'for the inspection.
NET CHANGE IN C�NTRAC7 AMOUNT 0 15
INCREASE OR (DECREASE)
ESTIMATED SALES TAX AT 8.7% �
TOTAL INCLUDING SALES TAX �
Pursuant to the ContiYies's StanduN General Conditions 5ubscctia�i 14.07 A.2.c:,Westem Industiinl hereby coufiiins lfi:u it has esserted�nd euutin`ueti 10 essert a differing
site condition claim as to interior roof of Reservoir#19 on the Project,as detailed in RFI#4 and subsequcnt correspondenee with the Owner. Westem Industrial hereby
expressly reserves all rights as to its differing site condilion claim,including but not limited to requests for ndditionel contract time end payment,as it remains unsettled.
Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims
of any kind or nature arising from or connected with any work either covered or affected by this
Change Order, including, without limitation, claims related to contract time, on-site or home office
CONTRACT CHANGE ORDER NO: �
PR�JECT NAME: Reservoir No. 19 & 20— Interior Coating Replacement
overhead, or lost profits. Nothing in this Change Order shall limit the City's right to bring a claim for
past perFormance.
The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the
contract price specified for each item, including any and all supervision costs and other miscellaneous
costs relating to the change in work, and as to the extension of time allowed, if any, for completion of
the entire work due to said Change Order.
This document will become a supplement of the contract and all provisions will apply hereto. It is :
understood that this Change Order shall be effective when approved by the City of Bremerton.
The parties whose names appear below warrant that they are authorized to enter into a change order
that is binding on the parties of this contract. In addition, Contractor warrants that it has or will inform �
the surety of this change, and shall take appropriate action to modify any bonds required under the
contract to address this change.
CONTRACTOR �
- ���� ��
A roved: DATE:
PROJECT MANAGER
�� DATE: ��/6 �¢ :
Recommended: -
CITY ENGINEER
Council action is required as roject cost will exceed approved budget. ❑ Yes �lo
Council action is required as change exceeds Mayors authority per BMC 2.76.110. ❑ Yes CC �lo
�' � �� 6 /
Recommended: _ DATE: �
DIRECTOR OF PUBLIC WOR AND UTILITIES
Recommended: � _ DATE: (.� ��'
MAYOR
A roved: . � _ _ DATE� /' 2 /' �
APPROVED AS TO FO . ATTEST: �
�
Bremerton City A rn y City Clerk
Page 2 of 2
WORK CHANGE DIRECTIVE LOG
Prepared by: WJD
CITY OF BREMERTON llpdated: 10/14/2014
PROJECT: Reservoir 19 and 20: Interior Coating Rehabilitation
CONTRACTOR: Western Industrial
NTP DATE: 7/14/2014
Original Duration $o
Original SC Date 10/2/2014
Extra Days �5
Revised SC Date 10/17/2014
WCD# Description Date Issued Negotiated Executed Extra �ays
Cost
1 Paint Res 19 interior columns and ��31/Z014 $10,445.13 Yes 2
girders
2 Grout around interior perimeter 7/31/2014 -$1,503.00 Yes 0
3 Paint Res 19 overflow structure 8/18/2014 $1,480.64 Yes 0
4 Straw bales at Res 20 1/3/2014 $1,769.21 Yes 0
S Structural Work at Res 20 $18,973.21 Yes 6
6 Refund for paint -$1,100.00 Yes 0
7 Extra days to coordinate with 10/10/2014 $0.00 No 7
corrosion consultant
ESTIMATED TOTAL FROM BID ITEM#3- FORCE ACCOUNT $30,065.19 15
Contract Number:
Vendor:
Subject:
Department:
File Class:
Begin Date:
End Date:
Review Date:
Vault Date:
5395
WESTERN INDUSTRIAL, INC
Reservoir No. 19 & 20 - Interior Coating Replacement
Engineering
LEG 12-1
6/25/2014
9/13/2014
10/1/2014
2015
Comments :
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CITY OF BREMERTON
ADDENDUM NO. 1
TO
CONTRACT DOCUMENTS
for
RESERVOIR 19 8� 20 — INTERIOR COATING REPLAC
Issued May 28, 2014
4 pages of text, 8 pages of photos
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The following shall modify the Contract Documents and the work shall be accomplished in accordance
with such modifications. It is requested that this addendum be stapled to the Bid Documents.
BMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN
YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE
GROUNDS FOR REJECTION OF THE BID.
Contents: This Addendum No. 1 contains revisions to the Specifications and/or the Contract
� Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific
pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is
' modified, additions are indicated with bold text and deletions are indicated with strikethrough text.
Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail
' from a drawing, OR by directing a change in writing, herein. Bidders are cautioned to check the
addendum contents carefully for the presence of all listed revisions.
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Distribution: This Addendum No. 1 is distributed to all planholders of record.
Inte�ration: The following changes, additions, deletions and attachment are hereby made a part of
the Contract Documents for Reservoir 19 8 20 — Interior Coatina Replacement as fully and completely
as if the same were set forth therein.
Acknowleds�ement of Receipt of Addendum: All prospective bidders are instructed to incorporate
�� this rEVisioh into their bids and to complete the acknowledgement of receipt of addenda in the Bid
Proposal. Failure to do so may result in the Bid being rejected as not responsive.
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' City of Bremerton Page 1 of 4 May 2014
Resenroir 19 8 20 - lnferrar Coatirtg Replacement Addendum #i
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Item #1 : Section 00800 — Supplementary Conditions
Add the following:
ARTICLE 7— OTHER WORK AT THE SITE
SC — 7.01
E. Only one reservoir may be off-line at a time to perform the work. The work at a single
reservoir must be completed by the Contractor and accepted by the Owner before it is
placed back on-line. After the reservoir has been filled to an acceptable level by the
Owner, the Owner will take the other reservoir off-line and drain it for the Contractor's
work. The Owner is solely responsible for turning valves, filling reservoir, and draining
reservoirs. -
Item #2 : Section 00800 — Supplementary Conditions
Add the following:
ARTICLE 7— OTHER WORK AT THE SITE
SC — 7.02.
D. The City will be contracting with a company to install passive cathodic protection (CP)
at the reservoirs. The work will include hanging anodes from the interior roof of the
respective reservoirs. The installation work will occur while the reservoir is off-line and
drained. The Contractor shall coordinate with the Owner and the CP contractor as
needed so that the CP contractor can access the reservoir to install cathodic
protection. The Contractor shall coat per these specifications, both interior and
exterior, any welds or drilled holes, that result from the CP contractor's work. This
work shall be considered incidental to all other work.
Item #3: Section 1010 — Summary of Work, Section 1.02
The following text is deleted as shown:
Reservoir 19 �8 received a seismic upgrade in May 2005 that included an
interior perimeter concrete floor ring.
Item #4: Section 1025 — Measurement and Payment, Section 1.3 B.
Delete second paragraph
City of Bremerton Page 2 of 4 May 2014
Reservoir 19 8 20 - Interior Coating Replacement Addendum #1
Item #5: Section 09960 — Steel Reservoir Coating System, Section 1.2
Under the heading Reservoir 20 — Existinq Interior Conditions, delete Item 5.
Item #6: Section 09960 — Steel Reservoir Coating System, Section 2.3 F.
Add the following text to this section:
NOTE: There is a concrete perimeter ring in the interior of Reservoir 19 to
provide seismic stability. There are two locations where the concrete and steel
interface: 1) At the intersection of the vertical tank wall with the horizontal outer
edge of the concrete ring; 2) At the intersection of the tank floor with the
vertical inner wall of the concrete ring. Caulk the interface per paragraph 2.3
F.2. Prepare the surface and apply coating to seal, extending minimum 6" onto
the concrete ring and approximately 24" onto the steel tank wall/floor. Prepare
the concrete surface per paragraph 2.3 F.1. Coat the concrete in accordance
with paragraphs 2.3 F.3 and 4. Prepare the steel surface by removing the
existing coating to bare metal for the first 12" and abraiding an additional 12" of
surface. Coat the bare steel in accordance with paragraphs 2.3 A to E. For the
abraided steel, use the coating system described in 2.3 F.3 and 4.
Item #7: Section 09960 — Steel Reservoir Coating System, Section 3.4
Add the following text to this section:
G. Where the existing and new coating interface on the steel tank, overlap new
coating 24" onto existing coating. For surface preparation, remove
approximately 12" of the existing coating to bare metal and abraid an additional
12" of the coating to allow good adhesion. Coat the bare steel in accordance
with paragraphs 2.3 A to E. For the abraided steel, use the coating system
described in 2.3 F.3 and 4.
Item # 8: Section 09960 — Steel Reservoir Coating System
Add the following section:
3.15 ACCESSING TANK INTERIOR
A. In order to access the interior of the tank, the Contractor is permitted to cut a
temporary opening in the steel tank wall. Confirm the dimensions and location
, City of Bremerton Page 3 of 4
Reservoir 19 & 20 — lnterior Coating Replacement
May 2014
Addendum #1
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with City staff prior to cutting the opening. Note that Reservoir 19 has an 18"
concrete ring in the interior bottom, therefore the opening will be at minimum
24" above the bottom of the tank.
The steel section that is removed shall be welded back into place using a full
depth weld. The section panel and tank shall be prepared and coated
minimum 12" away from the cut edge to transition back to the existing coating
a. Welding shall be performed by the metal-arc method or gas-shielded arc
method as described in the American Welding Society "Welding
Handbook" as supplemented by other pertinent standards of the AWS.
b. The qualification of the welders shall be in accordance with the AWS
Standards.
c. Quality
i. In assembly and during welding, the component parts shall be
adequately clamped, supported, and restrained in order to
minimize distortion and for control of dimensions.
ii. Weld reinforcement shall be as indicated by the AWS Code.
iii. Upon completion of welding, remove weld splatter, flux, slag, and
burrs left by attachments.
iv. Welds shall be repaired in order to produce a workmanlike
appearance, with uniform weld contours and dimensions.
v. Sharp corners of material that is to be painted or coated shall be
ground to a minimum of 1/32 inch on the flat.
Item # 9: Appendix E
The following eight photographs of the Reservoir 19 interior roof are incorporated into the contract in
Appendix E.
City of Bremerton Page 4 of 4 May 2014
Reservoir 19 & 20 — Interior Coating Replacement Addendum # 1
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CITY OF BREMERTON
ADDENDUM NO. 2 •
... � ... --
TO �
CONTRACT DOCUMENTS , .�
for �. .
RESERVOIR 19 8� 20 — INTERIOR COATING REPLACEMENT
Issued May 30, 2014
1 page of text
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The following shall modify the Contract Documents and the work shall be accomplished in accordance
with such modifications. It is requested that this addendum be stapled to the Bid Documents.
IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN
� YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE
GROUNDS FOR REJECTION OF THE BID.
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Contents: This Addendum No. 2 contains revisions to the Specifications and/or the Contract
Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific
pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is
modified, additions are indicated with bold text and deletions are indicated with strikethrough text.
Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail
from a drawing, OR by directing a change in writing, herein. Bidders are cautioned to check the
addendum contents carefully for the presence of all listed revisions.
Distribution: This Addendum No. 2 is distributed to all planholders of record.
Inteqration: The following changes, additions, deletions and attachment are hereby made a part of
� the Contract Documents for Reservoir 19 8� 20 — Interior Coatinct Replacement as fully and completely
as if the same were set forth therein.
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Acknowlec9qement of Receiat of Addendum: All prospective bidders are instructed to incorporate
this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid
Proposal. Failure to do so may result in the Bid being rejected as not responsive.
City of Bremerton Page 1 of 2 May 20J4
Reservoir 19 8 20 — Interior CoaUng Replacement Addendum #2
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Item #1 : Section 00800 — Supplementary Conditions '
Delete and replace the text from Item #1 in Addendum #1 with the following text:
ARTICLE 7— OTHER WORK AT THE SITE '
SC — 7.01
E. The City intends to issue Notice to Proceed in July 2014. The Contractor may coat �
either reservoir first. After the final coat on the first reservoir has been applied and is
curing, the City will then begin draining the second reservoir so the Contractor can '
begin work on it. Once the coating system on the first reservoir has cured and been
accepted by the City, the Contractor shall proceed immediately with cleanup and 1
disinfection of the first reservoir in order to get it back on-line, so that the time that both
reservoirs are off-line is minimized. The City is solely responsible for isolating and
filling/draining reservoirs. �
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City of Bremerton Page 2 of 2 May 2014 '
Reservoir 19 & 20 — Interior Coating Replacement Addendum #2
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CITY OF BREMERTON
ADDENDUM NO. 3
TO
CONTRACT DOCUMENTS
for
RESERVOIR 19 & 20 — INTEFt10R COATING REPL.ACEMENT
Issued June 2, 2014
1 page of #ext
The following shal! modify the Contract Documents and the work shall be accomplished in accordance
with such modifications. It is requested that this addendum be stapled to the Bid Documents.
IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN
YOUR BID IS SUBMITTED. FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE
GROUNDS FOR REJECTION OF THE BID.
Contents: This Addendum No. 3 contains revisions to the Specifications and/or the ContFact
Drawings. Revisions to the Specifications are made by reissuing entire sections, reissuing specific
pages of sections, OR by directing a change in writing, herein. When a paragraph or sentence is
modified, additions are indicated with bold text and deletions are indicated with strikethrough text.
Revisions to the Drawings are made by re-issuing a drawing, issuing a revision to a specific detail
from a drawing, 4R by directing a change in writing, herein. Bidders are cautioned to check the
addendum contents carefully for the presence of all listed revisions.
Distribution: This Addendum No. 3 is distributed to all planholders of record.
Inte4ration: The following changes, additions, deletions and attachment are hereby made a part of
� the Contract Documents for Reservoir 19 & 20 — Interiar Coatin4 Replacement as fully and completely
as if the same were set forth therein.
�
�
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Acknowledqement of Receipt of Addendum: All prospective bidders are instructed to incorporate
this revision into their bids and to complete the acknowledgement of receipt of addenda in the Bid
Proposal. Failure to do so may result in the Bid being rejected as not responsive.
City of 8�merton Page 1 of 2 May 2014
Reservoir 19 & 20 — Interior Coating Replacement Addendum #3
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Note to Bidders: Addendum #2 was issued on Friday, May 30 at approximately 2:30 p.m. Because
of the late issuance of this addendum, several bidders had already prepared and mailed their bids
without acknowledgement or receipt of Addendum #2, which would have made the bids non-
responsive. For this reason, the bid opening date has been pushed back one week to June 9, 2014 at
2:00 p.m. If you have already mailed your executed bid forms for the June 2 opening date, they will
be mailed back to you in their original, unopened envelope. Send in a new bid in entirety which
acknowledges receipt of all addenda on page 1 of the Bid Forms.
Item #1 : Section 00030 — Notice Inviting Bids
For paragraphs titled RECEIPT OF BIDS and OPENING OF BIDS, delete text "June 2, 2014° and
replace with text "June 9, 2014.°
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City o/ Bremerfon Page 2 of 2 May 2014
Reservoir 19 & 20 — Interior Coating Replacement Addendum #3
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CERTIFICATE OF ENGINEER
The technical material and data contained in these Specifications for the Reservoir No. 19 & 20
Interior Coatinca Reqlacement were prepared under the supervision and direction of the
undersigned professional engineers licensed to practice as such, whose seals, are affixed
below.
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William Davis, P.E.
City of Bremerton
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RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
CERTIFICATE OF ENGINEER
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City of Bremerton
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
Table of Contents
DIVISION 0— BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE
CONTRACT
00010
00020
00030
00040
00100
00300
00500
00610
00620
00700
00800
Certificate of Engineer
Table of Contents
Notice Inviting Bids
Bidder Checklist
Instruction to Bidders
Bid Forms
Agreement
PerFormance Bond
Payment Bond
General Conditions
Supplementary Conditions
(Attachment A: Prevailing Wages Rates for Kitsap County)
DIVISION 1 — GENERAL REQUIREMENTS
01010
01020
01025
01030
01200
01300
01311
01500
01600
01700
Summary of Work
Reference Standards and Definitions
Measurement and Payment
Safety, Health and Hazardous Materials Handling
Project Management and Coordination
Contractor Submittals
Contractor Schedule
Facility and Site Issues
Products, Materials, Equipment, and Substitutions
Project Closeout
TECHNtCAL SPECIFICATIONS
09960 Steel Reservoir Coating System
09980 Disinfection
APPENDICES
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Appendix A — Construction Forms
Appendix B — Vicinity Map
Appendix C— Water Tank Coating Evaluation
Appendix D— AVWUA C652 — Disinfection of Water Storage Facilities
Appendix E— Reservoir 19 Plans
Appendix F— Reservoir 20 Plans
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT TABLE OF CONTENTS
MAY 2014 • 00020-1
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CITY OF BREMERTON, WASHINGTON
NOTICE INVITING BIDS
SECTION 00030
RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of
Bremerton, located at 345 6 Street, Bremerton, Washington 98337 until 2:00 p.m. Pacific Time
as shown on the wall clock inside the City Clerk's office on June 2, 2014 for the project
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT. Bids received after the
specified time and date will not be considered.
OPENING OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on June 2, 2014 in
the o�ce of the City Clerk at 345 6' Street, Bremerton, Washington 98337.
DESCRIPTION OF WORK: includes, but is not limited to, all labor, equipment and materials
necessary to recoat the interior of a 1,000,000 gallon welded steel potable water reservoir
(Reservoir 20) and the interior roof/lid of a 2,000,000 gallon welded steel potable water reservoir
(Reservoir 19). The work includes cleaning out the tanks, removal of existing coal tar based
coating, surface preparation, sandblasting to SSPC-SP10 near white metal cleaning and proper
disposal of existing coal tar coating, painting entire interior of Reservoir 20, painting the interior
roof/lid of Reservoir 19 including the hatch doors and frames, roof top vent plates, interior steel
ladders, cleanup of both sites, restoration, and disinfection of the Reservoirs upon completion
and acceptance by the City.
Reservoir 19 dimensions are approximately 97-foot diameter by 36-foot high. The Reservoir
was erected in 1979. Reservoir 19 is located in the City of Bremerton (East Bremerton) at 2628
Ash Street, Bremerton, WA 98310. Reservoir 20 dimensions are approximately 95-foot diameter
by 16-foot high. The Reservoir was erected by Reliable Steel in 1980. Reservoir 20 is located in
the City of Bremerton (East Bremerton) at 400 Ridge Lane, NE, Bremerton, WA 98310.
COMPLETION OF WORK: The Substantial Completion date is ei_qhtv (80) calendar davs
following the Notice to Proceed.
PREVIEWING CONTRACT DOGUMENTS: Contract Documents may be previewed at the ARC
Document Solutions website (www.e-arc.com). Go to http://www.e-arc.com/wa/tacoma, then
click on the link `Enter Public Planroom'. Scroll down or search to find the project.
PURCHASING CONTRACT DOCUMENTS:
'� purchased from ARC Document Solutions.
refundable). Contact Bid Services at ARC in
, 4064; E-mail: tacoma.bidservices(a�e-arc.com.
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The Contract Documents may be ordered and
Payment is typically cost of reproduction (non-
Tacoma, WA: 1(800) 337-8103; FAX (253) 272-
PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract
Documents. Sealed envelopes containing bids shall be entitled: Bid for RESERVOIR NO. 19
8� 20 - INTERIOR COATING REPLACEMENT.
BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond
payable to the City of Bremerton, in the amount of 5 percent of the Total Bid, including
Washington State sales tax, identified at the time of submittal of the bid as a guarantee that the
Bidder, if its Bid is accepted, will promptly execute the Contract. A bid shall not be considered
unless one of the forms of Bidder's security is enclosed with it.
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT NOTICE INVITING BIDS
MAY 2014 PAGE 00030-1
PERFORM�►NCE BOND: The successful bidder will also be required to provide a Performance
Bond for 100 percent of the Contract Price.
BIDS TO REMAIN OPEN: The Bidder shall guarantee the Total Bid Price for a period of 60
calendar days from the date of bid opening.
WAGE RATES: The attention of Bidders is directed to the requirements and conditions of
employment to be observed and the minimum wage rates to be paid under the Contract.
Wages shall be based on the Washington State Prevailing Wage Rates for Public Works
Contracts in Kitsap County current at the time of the bid opening date.
PRE-BID CONFERENCE: Prospective bidders are strongly encouraged to attend the pre-bid
conference conducted by the City which will include a walk-through of the project site. The
objective of the pre-bid conference is to acquaint bidders with the work and conditions of the
site. The pre-bid conference will begin at 9:00 a.m. on Tuesday, May 27, 2014. Meet at City of
Bremerton Engineering office at 3027 Olympus Drive, Bremerton, WA 98310, 2" floor. If the
front door is locked, come through the back door.
PROJECT COMMUNICATION: All communications related to the project shall be directed to
the City prior to opening of Bids: �
Communication by phone/fax:
Bill Davis
Telephone: (360) 473-2312
Fax: (360) 473-5398
E-mail: William.davis@ci.bremerton.wa.us
Communication bv mail:
Department of Public Works and Utilities
Engineering Division
3027 Olympus Drive
Bremerton, WA 98310
ATTN: Bill Davis
CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids
on any or all schedules or alternates or to waive any informalities in the bidding and shall
determine which bid or bidders is the most satisfactory and responsible bidder and shall be the
sole judge thereof.
No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit
or as a defense to any action based upon the neglect or refusal to execute a contract.
The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any
contract entered into pursuant to this advertisement, disadvantaged business enterprises will be
afforded full opportunity to submit bids in response to this invitation and will not be discriminated
against on the grounds of race, color, sex, or national origin in consideration for an award.
END OF SECTION
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT NOTICE INVITING BIDS
MAY 2014 PAGE 00030-2 �
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BIDDER CHECKLIST
SECTION 00040
BIDDER'S CHECKLIST
This section lists the contract forms required for this project. The bidder's attention is especially
directed to the forms that must be executed in full as required and submitted with the bidder's bid.
These are indicated as follows in the section titled "Bid Documents."
BID DOCUMENTS
These documents must be executed and submitted to the City with your bid, not later than the
designated bid closing date and time. Bids that do not include all of the required forms, properly
completed, may be declared unresponsive. The bid forms are in Section 00300.
a. Acknowledgement of Bid and Addenda
b. Bid Certificate
c. Bid Schedule
d. Bid Bond (This form to be executed by the bidder and the surety company un/ess bid is
accompanied by a certified check. The amount of this check or bond shall be not less
than 5%(five percent) of the total amount bid and may be shown in dollars or on a
percentage basis.)
e. List of Subcontractors
f. List of Proposed Substitutes (included but not used)
g. Information Required of Bidder
h. Non-Collusion Affidavit (The form is to be completed and signed by the contractor and
notarized. )
i. Certification by Proposed Contractor Regarding Equal Employment
j. Certification of Non-segregated Facilities
BIDDER CHECKLIST
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT PAGE 00040-1
MAY 2014
DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER
The following forms are to be executed after the contract is awarded. These forms must be filled
out and submitted within fourteen (14) calendar days after the date of Notice of Award of contract.
- Agreement
- Agreement Certificate
- Performance Bond
- Payment Bond
DOCUMENTS TO BE EXECUTED DURING THE CONTRACT
The following forms are to be executed after notice to proceed.
- Statement of Intent to Pay Prevailing Wages
This is a form from Dept. of Labor and Industries. Submit prior to first payment
request.
DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT
The following form shall be executed prior to final payment. This is a Washington State
Department of Transportation Standard Form. It is not included in these specifications, but will be
provided at contract completion.
1. AFFIDAVIT OF WAGES PAID
- This is a form from Dept. of Labor and Industries
2. ACCEPTANCE OF COMPENSATION AND RELEASE OF ALL CLAIMS
- This form is in Attachment B of the contract
END OF SECTION
BIDDER CHECKLIST
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT PAGE 00040-2
MAY 2014
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2. LOCAL BUSINESS LICENSE. The successful Bidder shall acquire and/or possess a
current City of Bremerton Business License and any other licenses and permits which
may be required to fulfill the obligations of the Contract as specified. Business and
occupancy (B&O) taxes shall be paid when due and the CONTRACTOR will agree to
assign any payments due to the City Clerk for payment of such taxes which have been
declared delinquent.
1. DEFINED TERMS. Terms used in these Instructions to Bidders and the Notice Inviting
� Bids which are defined in the General Conditions have the meanings assigned to them
in the General Conditions. The term "Bidder" means one who submits a Bid directly to
� OWNER, as distinct from a sub-bidder, who submits a Bid to a Bidder. The term
OWNER is defined as the City of Bremerton, located at 345 6� St., 98337.
� 3. INTERPRETATIONS AND ADDENDA.
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3.1 All questions about the meaning or intent of the Contract Documents are to be directed
to the ENGINEER, defined in GC-1.01 A, Section 00700. Additions, deletions, or
revisions to the Contract Documents considered necessary by the ENGINEER in
response to such questions will be issued by Addenda mailed or delivered to all parties
recorded by the ENGINEER or OWNER as having received the Contract Documents.
Only answers to such questions issued by formal written Addenda will be binding. Oral
and other interpretations or clarifications will be without legal effect.
INSTRUCTIONS TO BIDDERS
SECTION 00100
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Addenda may also be issued to make other additions, deletions, or revisions to the
Contract Documents.
Bidders shall make no special interpretation or inference of intent from differing formats
in the Technical Specifications.
BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND SITE.
It is the responsibility of each Bidder before submitting the Bid:
To examine thoroughly the Contract Documents and other related data identified in the
Bidding Documents (including "technical" data referred to below);
To visit the site to become familiar with local conditions that may affect cost, progress,
or performance of the WORK;
To consider federal, state, and local Laws and Regulations that may affect cost,
progress, or performance of the WORK;
To study and carefully correlate the Bidder's observations with the Contract Documents;
and
To notify the ENGINEER of all conflicts, errors, ambiguities, or discrepancies in or
between the Contract Documents and such other related data.
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT
MAY 2014
INSTRUCTIONS TO BIDDERS
00100-1
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F. When conflicts, errors, ambiguities, or discrepancies are discovered in or between
Contract Documents and/or other related documents, and when said conflicts, etc. have
not been resolved through the interpretations by ENGINEER as described in Paragraph
3 above, BIDDER shall include in the Bid the greater quantity of WORK or compliance
with the more stringent requirement resulting in a greater cost. Such greater cost shall
be included in the BID.
4.2 Reference is made to the Supplementary Conditions for identification of:
A. Those drawings of physical conditions in or relating to existing surFace and subsurface
conditions (except Underground Utilities) which are at or contiguous to the site have
been utilized by the ENGINEER in the preparation of the Contract Documents. The
Bidder may rely upon the accuracy of the technical data contained in such drawings,
however, the interpretation of such technical data, including any interpolation or
extrapolation thereof, together with nontechnical data, interpretations, and opinions
contained in such drawings or the completeness thereof is the responsibility of the
Bidder.
4.3 Copies of reports and drawings referred to in Paragraph 4.2 will be made available by
the OWNER for review at the office of the OWNER by any Bidder on request, if said
reports and drawings are not bound herein. Those reports and drawings are not part of
the Contract Documents, but the technical data contained therein upon which the Bidder
is entitled to rely, as provided in SC-4.02.0 of the Supplementary Conditions, are
� incorporated herein by reference.
4.4 Information and data reflected in the Contract Documents with respect to Underground
Utilities at or contiguous to the site is based upon information and data furnished to the
OWNER and the ENGINEER by the owners of such Underground Utilities or others, and
the OWNER does not assume responsibility for the accuracy or completeness thereof
unless it is expressly provided otherwise in the Supplementary Conditions or Section
01530 - Protection of Existing Facilities.
4.5 Provisions concerning
Bidders on subsurface
and possible changes
Paragraphs 4.02, 4.03,
Conditions.
responsibilities for the adequacy of data furnished to prospective
conditions, Underground Utilities, and other physical conditions,
in the Contract Documents due to differing conditions appear in
and 4.04 of the General Conditions, and Supplementary General
4.6 Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any
additional examinations, investigations, explorations, tests, and studies and obtain any
additional information and data which pertain to the physical conditions (surface,
subsurface, and Underground Utilities) at or contiguous to the site or otherwise which
may affect cost, progress, or performance of the WORK and which the Bidder deems
necessary to determine its Bid for performing the WORK in accordance with the time,
price, and other terms and conditions of the Contract Documents.
4.7 On request a minimum of 2 days in advance, the OWNER will provide each Bidder
access to the site to conduct such examinations, investigations, explorations, tests, and
studies as each Bidder deems necessary for submission of a Bid. WORK conducted on
weekends shall be coordinated during regular business hours of the previous week.
Location of any excavation or boring shall be subject to prior approval of OWNER and
applicable agencies. Bidder shall fill all holes, restore all pavement to match existing
structural section, and shall clean up and restore the site to its former condition upon
completion of such explorations.
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDERS
MAY 2014 00100-2 �
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4.8 The lands upon which the WORK is to be performed, rights-of-way, and easements for
access thereto and other lands designated for use by the CONTRACTOR in performing
the WORK are identified in the Contract Documents. All additional lands and access
thereto required for temporary construction facilities or storage of materials and
equipment are to be provided by the CONTRACTOR. Easements for permanent
structures or permanent changes in existing structures are to be obtained and paid for
by the OWNER unless otherwise provided in the Contract Documents.
4.9 The submission of a Bid will constitute an incontrovertible representation by the Bidder
that the Bidder has complied with every requirement of this Paragraph 4 and the
following:
A. That the Bid is premised upon performing the WORK required by the Contract
Documents without exception and such means, methods, techniques, sequences, or
procedures of construction (if any) as may be required by the Contract Documents;
B. That Bidder has given the ENGINEER written notice of all conflicts, errors, ambiguities,
and discrepancies in the Contract Documents and the written resolution thereof by the
ENGINEER is acceptable to the Bidder; and
C. That the Contract Documents are sufficient in scope and detail to indicate and convey
understanding of all terms and conditions for performance of the WORK.
5. BID FORMS. The Bid shall be submitted on the Bid Forms in Section 00300 bound
herein. All blanks on the Bid Forms shall be completed in ink. All names must be
printed below the signatures. The Bid shall be submitted in a sealed envelope which
shall be plainly marked in the upper left hand corner with the name and address of the
Bidder and shall bear the words "BID for Sewage Pump Station CE-1 Upgrade", the
name of the OWNER, the address here bids are to be delivered or mailed to, and the
date and hour of opening of Bids.
�' 6. CERTIFICATES.
6.1 Bids by corporations must be executed in the corporate name by the president, a vice-
� president, or other corporate officer. Such Bid shall be accompanied by the enclosed
Certificate of Authority to sign, attested by the secretary or assistant secretary, and with
the corporate �seal affixed. The corporate address and state of incorporation must
� appear below the signature.
6.2 Bids by partnerships must be executed in the partnership name and be signed by a
managing partner, accompanied by the enclosed Certificate of Authority to sign, and
�� his/her title must appear under the signature and the official address of the partnership
must appear below the signature.
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6.3 Bids by joint ventures must be executed in the joint venture name and be signed by a
joint venture managing partner, accompanied by the enclosed Certificate of Authority to
sign, and his/her title must appear under the signature and the official address of the
joint venture must appear below the signature.
6.4 Bids by limited liability companies must be executed in the limited liability company
name and be signed by a member, accompanied by the enclosed Certificate of Authority
to sign, and his/her title must appear under the signature and the official address of the
joint venture must appear below the signature.
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
INSTRUCTIONS TO BIDDERS
00100-3
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7. DISQUALIFICATION OF BIDDERS. More than one Bid from an individual, firm,
partnership, corporation, or association under the same or different names will not be
considered. If the OWNER believes that any Bidder is interested in more than one Bid
for the WORK contemplated, all Bids in which such Bidder is interested will be rejected.
If the OWNER believes that collusion exists among the Bidders, all Bids will be rejected.
A party who has quoted prices to a Bidder is not hereby disqualified from quoting prices
to other Bidders, or from submitting a Bid directly for the WORK.
8. QUANTITIES OF WORK. Paragraph not used.
9. SUBSTITUTE OR "OR EQUAL" ITEMS. Whenever materials or equipment are
specified or described in the Contract Documents by using the name of a particular
Supplier and the name is followed by the words "or equal", the Bidder may write the
name of a substitute Supplier (which the Bidder considers as an "or equal") in the Bid
form titled List of Proposed Substitutes. These substitute Suppliers will only be
considered after award of the Contract. The procedure for the submittal of substitute or
"or equal" products is specified in Section 01600 - Products, Materials, Equipment, and
Substitutions. The Bidder shall not be relieved of any obligations of the Contract
Documents or be entitled to an adjustment in the Contract Price in the event any
proposed substitute manufacturer is not subsequently approved.
10. COMPETENCY OF BIDDERS. In selecting the lowest responsive, responsible Bidder,
consideration will also be given to the general competency of the Bidder for the
performance of the WORK covered by the Bid. To this end, each Bid shall be supported
by a statement of the Bidder's experience as of recent date on the form entitled
"INFORMATION REQUIRED OF BIDDER" in the bid Forms.
11. SUBMISSION OF BIDS. The Bid shall be delivered by the time and to the place
stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its
Bid is received in proper time and at the proper place.
12. BID SECURITY, BONDS, AND INSURANCE. Each Bid shall be accompanied by a
certified or cashier's check or approved Bid Bond in the amount stated in the Notice
Inviting Bids. Said check or bond shall be made payable to the OWNER and shall be
given as a guarantee that the Bidder, if awarded the WORK, will enter into an Agreement
with the OWNER, and will furnish the necessary insurance certificates, Payment Bond,
and Performance Bond; each of said bonds to be in the amount stated in the
Supplementary Conditions. In case of refusal or failure to enter into said Agreement, the
check or Bid Bond, as the case may be, shall be forfeited to the OWNER as liquidated
damages. The parties recognize that actual damages will be very difficult to determine
and that the amount of the bid bond, is a fair and reasonable estimate of damages if the
Agreement is not executed. If the Bidder elects to furnish a Bid Bond as its Bid security,
the Bidder shall use the Bid Bond form bound herein.
13. DISCREPANCIES IN BIDS. In the event there is more than one Bid item in a Bid
Schedule, the Bidder shall furnish a price for all Bid items in the Schedule, and failure to
do so will render the Bid non-responsive and may cause its rejection. In the event there
are unit price Bid items in a Bidding schedule and the amount indicated for a unit price
Bid item does not equal the product of the unit price and quantity, the unit price shall
govern and the amount will be corrected accordingly, and the BIDDER shall be bound
by said correction. In the event there is more than one Bid item in a Bid Schedule and
the total indicated for the Schedule does not agree with the sum of the prices Bid on the
individual items, the prices Bid on the individual items shall govern and the total for the
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDERS
MAY 2014 00100-4 �
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Schedule will be corrected accordingly, and the BIDDER shall be bound by said
correction.
14. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS. Unauthorized
conditions, limitations, or provisos attached to the Bid shall render it informal and may
cause its rejection as being non-responsive. The completed Bid forms shall be without
intertineations, alterations, or erasures in the printed text. Alternative Bids will not be
considered unless called for. Oral, telegraphic, or telephonic Bids or modifications will
not be considered.
15. WITHDRAWAL OF BID. The Bid may be withdrawn by the Bidder by means of a written
� request, signed by the Bidder or its properly authorized representative. Such written
request must be delivered to the place stipulated in the Notice Inviting Bids for receipt of
Bids prior to the scheduled closing time for receipt of Bids.
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16. AWARD OF CONTRACT. Award of the Contract, if awarded, will be made to the lowest
responsive, responsible Bidder based on the TOTAL BID PRICE whose Bid complies
with the requirements of the Contract Documents. Unless otherwise specified, any such
award will be made within the period stated in the Notice Inviting Bids that the Bids are
to remain open. Unless otherwise indicated, a single award will be made for all the Bid
Items in an individual Bid Schedule.
17. RETURN OF BID SECURITY. Within 14 days after award of the contract, the OWNER
will, if requested, return the Bid securities accompanying such Bids that are not being
considered in making the award. All other Bid securities will be held until the Agreement
has been finally executed. They will then be returned, if requested, to the respective
Bidders whose Bids they accompany.
18. EXECUTION OF AGREEMENT. The Bidder to whom award is made shall execute a
written Agreement with the OWNER on the form of agreement provided reflecting by
incorporation the additions, deletions, or revisions agreed upon, shall secure all
insurance, and shall furnish all certificates and bonds required by the Contract
Documents within 14 calendar days after receipt of the agreement forms from the
OWNER. Failure or refusal to enter into an Agreement as herein provided or to conform
to any of the stipulated requirements in connection therewith shall be just cause for
annulment of the award and forfeiture of the Bid Security. If the lowest responsive,
responsible Bidder refuses or fails to execute the Agreement, the 011VNER may award
the Contract to the second lowest responsive, responsible Bidder. If the second lowest
responsive, responsible Bidder refuses or fails to execute the Agreement, the OWNER
may award the contract to the third lowest responsive, responsible Bidder. On the failure
or refusal of such second or third lowest Bidder to execute the Agreement, each such
Bidder's Bid securities shall be likewise forfeited to the OWNER.
� 19
� 20.
LIQUIDATED DAMAGES. The Agreement contains a provision for Liquidated Damages.
Please carefully read the Agreement and all other Contract Documents before submitting
a bid.
SALES TAX
A. Washington State Department of Revenue Rule 170 applies to this contract. Contact
� DOR for additional information regarding application of Rule 170.
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RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDERS
MAY 2014 00100-5
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B. All other federal, state, and local sales, use or other taxes as required by federal, state,
or local laws shall be included in the various unit bid item prices or other contract
amounts.
END OF INSTRUCTIONS TO BIDDERS
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT INSTRUCTIONS TO BIDDERS
MAY 2014 00100-6 �
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ACKNOWLEDGEMENT OF BID AND ADDENDA
SECTION 00300
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BID TO:
CITY OF BREMERTON (WASHINGTON)
PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION
BID FORMS
1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an
Agreement with the OWNER in the form included in the Contract Documents to pertorm
the WORK as specified or indicated in said Contract Documents entitled "RESERVOIR
NO. 19 8 20 - INTERIOR COATING REPLACEMENT.°
2. Bidder accepts all of the terms and conditions of the Contract Documents, including
without limitation those in the Notice Inviting Bids and Instruction to Bidders, dealing with
the disposition of Bid Security.
3. This Bid will remain open for the period stated in the "Notice Inviting Bids" unless
� otherwise required by law. Bidder will enter into an Agreement within the time and in the
manner required in the "Notice Inviting Bids" and the "Instructions to Bidders,° and will
fumish the insurance certificates, Payment Bond, and Pe�formance Bond required by the
Contract Documents.
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4. Bidder has examined copies of all the Contract Documents including the following
addenda (receipt of all of which is hereby acknowledged):
Number �
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Date 1�R� 2 � 1 2Df�
Ma�a �, 2 ���`�
:J�u�.�.. a �;lor �.
Failure to acknowledge addenda shall render the bid non-responsive and shall be cause
for its rejection.
5. Bidder has familiarized itself with the nature and extent of the Contract Documents,
WORK, site, locality where the WORK is to be performed, the legal requirements (federal,
state and local laws, ordinances, rules, and regulations), and the conditions affecting cost,
progress or performance of the WORK and has made such independent investiga6ons as
Bidder deems necessary.
To al{ the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees
to complete the WORK required under the Contract Documents within the Contract Time
stipulated in said Contract Documents, and to accept in full payment therefore the Contract Price
based on the Total Bid Price(s) named in the aforementioned Bid Forms.
Dated: �- o� Bidder: We t• Industrial Inc.
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By:
(Signature)
TiUe: P •ident
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
BID FORMS
00300-1
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BID CERTIFICATE
(if Coroorationl
STATE OF Washington �
Snohomish � SS:
COUNTY OF )
I HEREBY CERTIFY that a meeting of the Board of Directors of the Westem Industrial Inc.
a corporation existing under the laws of the State of Washington , held on
�?LUf 2G , 2014, the following resolution was duly passed and adopted:
"RESOLVED, that Mark Jackson
_ _ , as
President of the Corporation, be and is hereby authorized to
execute the Bid dated June 2 . 2014, to the City of Bremerton by this
corporation and that his execution thereof, attested by the Secretary of the Corporation,
and with the Corporate Seal affixed, shall be the official act and deed of this Corporation."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
corporation this 20 , day of May 2014.
S eta
(SEAL}
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT BID FORMS
MAY 2014 00300-2
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BID SCHEDULE
Following is the Bid Schedule for construction of the RESERVOIR N0.19 & 20 - INTERIOR COATING REPLACEMENT in accordance with the Contract
Documents. The Bid Schedule must be completed by the Bidder by filling in each blank. The cost item shall be in dollars and cents, using numerals only.
Failure to do so will render the bid non-responsive and will cause its rejection. NOTE ON SALES TAX: Washington State Department of Revenue Rufe
170 applies to this project. Btds wlll be evaluated on the basis of the TOTAL BID PRICE.
B �� ITEM DESCRIPTION COST IN DOLLARS & CENTS
ITEM #
1 RESERVOIR 19 INTERIOR COATING REPLACEMENT � 207 522.45
2 RESERVOIR 20 INTERIOR COATING REPLACEMENT 183, 709. 61
$
3 FORCE ACCOUNT
$ 45,000.00
4 TOTAL LUMP SUM BASE BID TOTAL (Sum of Bid Items 1, 2, and 3)
$ 436,232.06
5 ESTIMATED SALES TAX (8.7% of Bid Item 4)
$ 37,952.19
TOTAL BID PRICE (Sum of Bid Items 4 and 5) $ 474, 184 . as
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT BID FORMS
MAY 2014 00300-6
BID BOND
BOND NUMBER: SUR40001048
KNOW ALL MEN BY THESE PRESENTS,
That WESTERN INDUSTRIAl, INC. as Principal, and
1RONSHORE INDEMNITY INC. as Surery, are
held and firmly bound unto City of Bremerton hereinafter celled "OWNER;' in the sum of F�VE PERCENT
OF THE TOTAL AMOUNT OF THE BID (5% OF THE TOTAL BID) dollars,
(not iess than 5 peroent of the total amount of the Sid)
for the payment of which sum, weli and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns, jointly and severelly, firmly by these presents.
WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the
bidding schedule(s) of the OWNER's Contract Dxuments entitled RESERVOIR NO. 19 8 20 - INTERIOR
COATING REPLACEMENT.
If the Principal is awarded the Bid and, within 10 calendar days after receipt of the Contract Document
forms from the OWNER, fails to provide the OWNER with the duly executed Agreement; the duly
executed CeRificates of Insurance, the duly executed Performance Bond and the duly executed Payment
Bond, all as specified in the Contract Documents, then the Surety shall, without condition and within 5
calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or
cashier� check, the full amount of this Bid Bond. This Bond shall be iRevocable for 90 days aiter the bid
opening, as defined in the Contract Dxuments.
The Surety stipulates and, agrees that the obligation of said Surety shall in no way be impaired or affected
by an extension of the time within which the OWNER may accept such bid and Surety further waives
notice of any such extension. In the event suit is brought upon this bond by said OWNER and OWNER
prevails, said Principal and Surety shall pay all costs incurred by said OWNER in such suit, including
reasonable attorne�s fees and costs to be fixed by the court.
SIGNED AND SEALED, this 20TH
WESTERN
INC.
day of MAY 2014
�5�� IRONSHORE INDEMNITY INC.
ESPIRITU, AT�ORNEY IN
(SEAL
'ARIAL ACKNOWLEDGMENT OF SURETI�
Address of Surety to which all notices ahall be sent
155 NE 100TH ST, STE 201
SEATTLE, WA 98125
Address for Service of Process (must be a physical address)
155 NE 100TH ST, STE 201
SEATTLE, WA 98125
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
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BID FORMS
00300-7
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Ironshore Indemnity Ina
SUR40001048
IWOW ALL MEN BY THESE PRESEN75, that IRONSHORE INDEMNRY tNC, a Mlnnasota Corparatlon, wtth its prindpel afflce In New Yak, NY doas
hereby oorutltute and appolnt: CARLEY ESPIRITU its true and lawful AttorrteyIn-Fact �o make, exewte, seal and dedver for,
and on Ita behelf ss surety 0 BID BOND under bond or underteking number SUR4000I048 bsued an
behaff of, WESTERN INDUSTRIAL, INC. as prindpal In the penal sum of �,� ��,"""m"'"
Thls authorlty Is msde under and by tfie suthoAty of a resolutlon which was pas�d by the Boerd of Direaors of IRON�iORE INDEMI�BTY IR1CC. on the
2� Day ofApAl, 2013 as foUaws:
Resolved, that the Oirector of the Company is hereby authorf:ed to appotnt and empower any reprrsarttative of the mmpa�ryr w other persan or
persons as Attomey-In-Fact to exacute an 6ehalf of the Company any bonds, undertaldngs, polkles, wntracts o� Indemnity or other wdtlngi obtlgatory
in nature of a bond not w ezceed ��++°�wa dollars, whlch the Camparry mlght execute thraugh 1ts duly elected oiflcers, and affbc tha sael of tl►e
rrea�w
Company thereto. Any sald execuUon of such documents by an Attomey-In-Fact shel) be as bindl� upon �he Compam► as If they had been duly
exeated end aeknowledged by the regularly elected officers af the Comparry. My Attwnay-In•Fac� so appolnted, may ba remwed for good causa and
the 8uthority so granted may be revoked as spedfled In the Power of Attomey.
Resohrad, thet the slgnature of �e Diractor and the aeel of the Cvmparnr mey be affhced by tacslmlle on amr power af ettomey granted, and tfie
slgnature of tfie Secretary, and the seal of tha Company may be efRxed by facslmUe m any ceRlflcete af siryr such power and any auch power or
cerdflcabe beering euch feeslmUe signature and aeel ehell be valld and binding on the Compeny. llny such power so executad and sealed and certlflcate
so executed and seeled shall, with respect to arry 6ond of undertaldng to whlch ft Is ettad�ed, enntlnue ta be valid end Wndb�g on the Comparry.
IN WITNESS THEREOF, IRONSHORE 1NDEMNITY ING has �eused thls fr�trum�t to be slgned by Its Dlrector, end tts Corporate Seal to be afflued thls
i Day o1 May, 20f3.
IROKSHOAE INDEMNrtY INC
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ACIQ�1dYVLEDGkMENT
Dn thls 1 �ay of May, ao�, before me, pe�sonally �me Deniel L 5ussrnan to me known, who being duly dwom, dFd depose and aay that he !s the
Dlrector of I�oruhore Indere�ntq, Inc. , the mrporatlon desaibad In and whldi executed the above Instrumen� that he exeated said Ir�swment an
behalf of the carpordUon by authorlty of his offlee under the By�laws of sald wrporatton.
i�topheri. oohbs
Notary Publk
MY CO(�IIIY881QN�
JtYla t1. Z01
!, the undersigned, 5ecretery of IRONSHORE WDEMNITY ING , A Innesota Company, DO HEtiEBY CER11Fl that the o�lgtnal Pawer af Attomey of
whlch the foregotng is e true and carrect copy, Is In full force and effect and ha� not been revoked and the resoluUons as set forth ara now In foroe.
Signed end Seeled at thls 20TH DeY of MAY , 2014 .
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1�RI�Y
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PBU15.G10►deno
Secetafy
"WNUpNQ: Any paroon who knowingly and wlth intent W dotiaud efry Iruuran�Y eompoery er Othar par�otL f16oi end a�lon Tar Imuranea Or sfatsnrent ot deim
co�alMng am► materlelly hise irdormaqon, or concesl� for the puryose of mhleading I�dmmetfon conwrntng any fact meterlal thar�to, oommhc a fiwduler�t
Inwranca acy wifikh is a aima and wbJacts tuch pe�sen to almlaal and dvll panolde9.`
'
UST OF SUBCONTRACTORS
The Bidder shall provide the following informa6on for each Subcontractor who will perform worlc or
labor or render service to the CONTRACTOR in or about the construction of the work or
improvement, or a Subcontractor who, under subcontract to the CONTRACTOR, specially
fabricates and installs a portion of the work or improvement according to detailed drawings
contained in the plans and specifications, in an amount in excess of 10 percent of the
CONTRACTOR's total bid. The CONTRACTOR shall list only one Subcontractor for each portion
of the WORK as is defined by the CONTRACTOR in its bid. If no Subcontrador is listed the
bidder acknowledges that it does not intend to use any subcontractor whose work on the
CONTRACT will exceed 10 percent of the bid price. The Bidders attention is directed to the
provisions of Article 6.06 of the Standard General Conditions which stipulates the percent of the
WORK to be pertormed with the Bidder's own forces. Attach additional sheets if required.
SUBCONTRACTOR #1
Company Name: N/A
Subcontractor License #:
Work to be performed:
Address/Phone #:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #2
Company Name:
Subcontractor License #:
Work to be pertormed:
Address/Phone #:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #3
Company Name:
Subcontractor License #:
Work to be performed:
Address/Phone #:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #4
Company Name:
Subcontractor License #:
Work to be performed:
Address/Phone #:
Bid Amount and % of Total Bid:
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT BID FORMS
AAAY 2014 00300-8
LIST OF PROPOSED SUBSTITUTES
INSTRUCTIONS: 1) In the second column, circle the specified product used in the bid; 2) If the Bidder is
proposing to provide a substitute or "or equal" product, identify the manufactureNmodel for the product in
the third column.
These proposed substitutes will only be considered after award of the Contract. Substitute or "or equal"
items not proposed In this form by the Bidder will not be considered by the Owner after opening of
bids. The procedure for the submittal of substitute or "or equal" products is specified in Section 01600 -
Products, Materials, Equipment, and Substitutions. The Bidder shall not be relieved of any obligations of
the Contract Documents or be entitled to an adjustment in the Contract Price in the event any proposed
substitute manufacturer is not subsequenUy approved.
Speciflcation Section Name of Specified
Product used in Bid
(Circle product)
Substitute Manufacturer for `Or
equal' products. Include
Make/Model (List only one for
each item)
THIS FORM IS NOT USED
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT '
MAY 2014
BID FORMS
00300-9
INFORMATION RE UIRED OF BIDDER
PAGE 1 of 2
The Bidder shall fumish the following information. Additional sheets shall be attached as required. Failure
to complete these items will cause the Bid to be non-responsive and may cause its rejection. In any
event, no award will be made unGl all of the Bidders General Information is delivered to the OWNER.
Contractor Name
Primary Classification:
Westem Industrial Inc.
Industrial Paint & Sandblasting
Address � 11709 Cyrus Way, Mukilteo, WA 98275
Telephone: 425-290-8300
Fax number: 425-290-8301
E-mail address: mark(a�westemindustrialinc.com
Name and contad information for proposed Projed Manager: Mark Jackson
Employers identification number (employer SSN, not personal SSN): 601-626-434
Employment Securiiy Departrnent number 837104002
Washington Industrial Insurance number 888,709-00
Washington State Excise Tax Registration number 91-1679642
Washington State Contractor's Registration number/expiration date �NESTEI1055LA (10/9/2015)
City of Bremerton Business License number 26789
' ilrrot availab/e. must be obtained arior to startin4 cbnstrudion
Name, address, and telephone number of surety company and agent who will provide the required bonds
this contract: Propel Insurance, Kyle Howat, 1201 Pacific Avenue, Suite 1000 Tacoma WA 98402
253-759-2200
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPIACEMENT BID FORMS
MAY 2014
00300-10
INFORMATION REQUIRED OF BIDDER
PAGE 2 of 2
(5) To be considered for award, the CONTRACTOR shall have completed at least three
projects of similar type, compiexity, and comparable value to that WORK described in
Notice Inviting Bids. ATTACH TO THIS BIQ a list of 3 projects minimum, completed by
the CONTRACTOR, that are similar to RESERVOIR NO. 19 8 20 - INTERIOR COATING
REPLACEMENT project in nature, value, and complexity of work. The 3 projects must
have been completed under the bidder's name as the prime (general) contractor within
the last 5 years. The list shall include the following information as a minimum:
(6)
■ Names, address, and telephone number of owner.
■ Name of project.
■ Location of project.
■ Brief description of the work involved.
- Contract amount.
■ Date of completion of contract.
■ Name, address, and telephone number of architect or engineer.
■ Name of owner's project engineer.
• List of major equipment. '
• Years in business under current name.
• Contracts now in hand, gross amount, and percent complete.
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT BID FORMS
MAY 2014 00300-11
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WE,STERN IND US'TRIAL, INC.
Painting Contractor
CORPORATE SUMMARY
Experience and Qualifications
Western Industrial, Inc. was incorporated on May 2, 1995. We are a licensed General Cantractor
speciafizing in marine and industrial sandblasting and painting on ships, barges, water tanks,
cranes, wastewater treatment plants, and chemical and fuel storage facilities. Westem Industrial,
Inc. owns and operates unique equipment necessary in accomplishing the removal and
preparation of existing coatings for the application of new industrial painting and lining systems.
We also specialize in bridges as well as fixed and floating marine structures. Western Industrial is
SSPC QP1 and QP2 certified for hazardous paint removal. We are also an approved Linabond
applicator for installation of fully adhered PVC sheeting to concrete surFaces. Western Industrial is
experienced in the application of all conventional epoxy and urethane systems; heated and 100%
plural component surfaces. Our company is NACE certified and is a member of the AGC Safety
Team for over 10 years. Westem Industrial is licensed in 11 states: Alaska, Arizona, California,
Colorado, Idaho, Montana, Nevada, Oregon, Utah, Washington and Wyoming.
Billing and Shipping Address
Western Industrial, Inc.
11709 Cyrus Way
Mukilteo, WA 98275
Phone: 425-290-8300
Mark L. Jackson, President
Email: markCc�westemindustrialinc.com
www.westerni ndustrial inc. com
Fax: 425-290-8301
Licensing Information
Washinaton State Contractor's License No.: WESTEI1055LA
Washinaton State UBI No.: 601-626-434
Federal Tax ID No.: 91-1679642
Washins�ton State L� I and Worker's Comp Account No : 888,709-00
Washinqton State Emclovment Securitv Account No : 837104002
CAGE Code: 1 KBC9
NAICS NO.: 238320
SIC NO. 1721
Maior Customers: Vigor Shipyards, Lake Union Dry dock, and Washington State Ferries
Maior Supaliers: International Paint, Sherwin Williams, and United Western Supply
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PROJECT REFERENCES
Project Name: OwneNAddress/Contact Contract Amt Start Date End Date
Gilette Tank City of Gilette $ 584,656.00 13-May 13-Aug
201 E. 5th Street
Gillette, WY 82717
Zane Green, PE
307-686-5200
Bullfrog Water Tank WA State DOT $ 211,342.08 Nov-12 Jan-13
310 Maple Park Avenue SE
Olympia, WA 98504 •
Kevin Reynolds
360-705-7347
Olympic View Tank Olympic View Water 8 Sewer District $ 8,500.00 11-Jun 11-Aug
8128 228th St SW
Edmonds, WA
c/o Wren Const. Randy Bonsen
425-252-1282
EQIJIPI1lIENT LIS�f
Blast Pots:
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
SB-4 Blast Pot 24266 6 Ton
AAANUFACTURER MODEL MODEL YEAR OTHER
CAB Systems
TYPE ID �/ SERIAL N0. OTHER ID p CAPACITY
SB-21 Blast Pot U-12248 6 Ton
MANUFACTURER MODEL MODEL YEAR OTHER
CAM Industries 1976
Vacuums•
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
SV-2 Vacuum HMDG817208
MANUFACTURER MODEL AAODEL YEAR OTHER
Hurricane HV727 1998
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
SV-3 Vacuum 8,5001bs
MANUFACTURER MODEL MODEL YEAR OTHER
Hurricane 500 EM Hydrolic Lift 2006
TYPE ID #! SERIAL NO. OTHER ID # CAPACITY
SV-5 Vacuum HS800EM 1021
AAANUFACTURER MODEL MODEL YEAR OTHER
Hurricane 800 EM 200 HP 2009
Air C
TYPE ID # / SERIAL NO.
AC-5 Air Com ressor 970428C
AAANUFACTURER MODEL
Quincy NW QNW751DX
TYPE ID # / SERIAL NO.
AC-6 Air Com ressor 780138
MANUFACTURER MODEL
Quincy NW QNW-1500
ID # CAPACITY
750CFM
YEAR OTHER
OTHER ID #
1500CFM
YEAR OTHER
Ventilation:
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
V-17 Dehumidifier 1769 600 CFM
MANUFACTURER MODEL MODEL YEA OTHER
Cargocaire
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
V-18 �ust Collector 1951-1 40,OOOCFM
MANUFACTURER MODEL MODEL YEA OTHER
Industrial Vacuum
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
V-22 Dust Collector 290434 12,000 CFM
MANUFACTURER MODEL MODEL YEA OTHER
Torit DC 12,000 CFM
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
V-25 Dehumidifier 3284
MANUFACTURER MODEL MODEL YEA OTHER
Honeycomb Cargoair HDC 2250EA
TYPE ID #/ SERIAL NO. OTHER ID # CAPACITY
V Dehumidifier 447
MANUFACTURER MODEL MODEL YEA OTHER
CAB HC 9000-SEA
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WESTERN INDUSTRIAL, INC
SCHEDULE III - CONSTRUCTION CONTR.ACTS
FOR THE SIX MONTHS ENDED MARCH 31, 2014
BACKI.OG
J�B COIItiaCt %
NO. Job Name Amount Comp. REVENUE
113G
]247
1309
1332
]333
1335
133G
1337
1338
1339
1340
]341
1343
1401
1402
]403
1404
1405
t40G
1407
]408
1409
]410
1411
1413
]414
14] 5
]41G
CONTRACTS IN PROGRESS
Port of Newport Tecminal $ 405,509 100.0% -
Guccnsey Dam Modifiratioas 435,720 100.0% -
Queets River Bridge 619,335 99.0% 6,193
Usns Brittin 115,456 100.6% -
Arrv Paint Machy Spaces ?52,992 100.0% -
Agor Mod ]& Mod G T&M G4,G24 100.0% -
Swinomish I I,G00 100.0% -
I.SC-5 2G,599 100.0% -
YON Bazge 32G RFQ 8,300 100.0% -
Dutch Hazbor Tecminal-Taak 49,597 100.0% -
Agor #1Porable Water Tank 14,929 100.0% -
WSF Chelan 44,G00 100.0% -
WSF Chelan Hull 10,259 100.0% -
NOAA Rainier 77,900 98.0% 1,565
USS Momsen DDG-92 t84,742 12.9% 1G0,3G5
USS Momsen DDG-92 70,550 G4.0% 25,405
MasCO �ndeavor G8,800 47.0% 36,438
WSF Kinap 76,000 52.0% 3G,482
Dakord Creek Kitsap (T&!V� 7,561 100.0% -
Mayfair Taak l OG,729 100.0% -
MV Ttglax 13,U47 33.8% 8,G3G
WSF Elwha 5,542 100.0% -
USS Davis 1,375 100.0% -
G00 DH G0,000 100.0% -
USS Shoup 15,059 100.0% -
U5S Momsen- Crane 55,99G 700.0% -
USS Rodney M. llavis 5,200 0.0% 5,200
USGC Steadfa.qt 198,920 0.0% 198,920
Jobs <$10,000 and other 4,514 100.0% -
Total contracts in progress 3,010,854 95.7% - 479,204
See the accbmpa�ryin,q independent cerli�red public
NON-COLLUSION AFFIDAVIT
STATE OF Washington �
) ss.
COUNTY OF Snohomish )
Mark Jackson , being first duly swom, deposes and says that he or she is
of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived,
or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding;
that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit,
or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the
public body awarding the contract of anyone interested in the proposed contract; that all statements
contained in the bid are true; and further, that the bidder has not, directly or indirectly, submitted his or her
bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative
thereto, or paid, and will not pay, any fee to any corporation, partnership, company association,
organization, bid depository, or to any member or agent thereof to effectua a collusive or sham bid.
Signed:
Subscribed and swom to before me
this 20 day of MaY , 2014
Leslie A Craig '� ��,,- ; •:. �" !
Notary Public in and for the
r`
County of Snohomish `
State of Washington
(SEAL)
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RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT BID FORMS
MAY 2014 00300-12
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' a. Contractor has participated in a previous contract Yes ✓ No
or subcontract subject to the Equal Opportunity Clause.
b. Compliance reports were required to be filed in Yes ✓ No
' connection with such contract/sub�ntract.
c. Contractor has filed all compliance reports required by Yes ✓ No
Executive Orders 10925, 11114, 11246 or by regulations
' of the Equal Opportuniry Commission issued pursuant to
TiUe VII of the Civil Rights Act of 1964.
d. If answer to item 'c' is "no", please explain in detail in the space belaw.
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CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT
In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, Certification regarding
Equal Opportunity is required of bidders or prospective contractors and their proposed
subcontractors prior to the award of contracts or subcontracts.
Name of Prime Contractor Western Industrial lnc.
Address 11709 Cyrus Way, Mukilteo, WA 98275
Intemal Revenue Service Employer ldentification No. 91-1679642
CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the
best of my knowledge and belief.
Name and Titlqrof Signer (please type or print clearly)
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RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
BID FORMS
00300-13
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CERTIFICATION OF NON-SEGREGATED FACILITIES
(Applicable to federally assisted construction contracts and related subcontracts exceeding $10,000 which
are not exempt from the Equal Opportunity clause.)
The federally assisted construction contractor certifies that he does not maintain or provide for his
employees any segregated facilities at any of his establishments, and that he does not permit his
employees to perform their services at any location, under his control, where segregated facilities are
maintained. The federally assisted construction contractor certified, further that he will not maintain or
provide for his employees any segregated facilities at any of his establishments, and that he will not permit
his employees to pertorm their services at any location, under his control, where segregated facilities are
maintained. The federally assisted construction contractor agrees that a breach of this certification is a
violation of the Equal Opportunity clause in this contract.
As used in this certification, the term "segregated facilities" means any waiting rooms, work area, rest
rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage
or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and
housing facilities provided for employees which are segregated by explicit directive or area, in fact,
segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or
otherwise. The federally assisted construction contractor agrees that (except where he has obtained
identical certifications from proposed oontractors for specific time periods) he will obtain iden6cal
certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which
are not exempt from the provi�ioR3 of the Equal Opportunity clause, and that he will retain such,
certification in this file. /
Sig
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D te
Name and title of signer (please type)
NOTE: THIS FORM SHALL BE COMPLETED IN FULL AND SUBMITTED WITH THE BID PROPOSAL
END OF BID FORMS (Section 00300)
RESERVOIR N0.19 8 20 - INTERIOR COATING REPLACEMENT BID FORMS
MAY 2014 00300-14
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AGREEMENT
SECTION 00500
THIS AGREEMENT is dated the a7 � day of in the year 2014
by and between City of Bremerton (hereinafter called O NER) and
1/JQSt.�,.,� Jn�s-h-;a,� InG
(hereinafter called CONTRACTOR).
OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as
follows:
ARTICLE 1. WORK.
CONTRACTOR shall complete the WORK as specified or indicated in the OWNER's Contract Documents
entitled RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
ARTICLE 2. CONTRACT TIMES.
� Substantial Completion for the WORK must be achieved not later than 80 calendar davs from the date of
Notice to Proceed. Final Completion and Acceptance of the Work must be achieved not later than 30
calendar days after Substantial Completion.
ARTICLE 3. LIQUIDATED DAMAGES.
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OWNER and the CONTRACTOR recognize that time is of the essence of this Agreement and that the
OWNER will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein,
plus any extensions thereof allowed in accordance with Article 12 of the General Conditions and
Supplementary Conditions. They also recognize the delays, expense, and difficulties involved in proving in
a legal proceeding the actual loss suffered by the OWNER if the WORK is not completed on time.
Accordingly, instead of requiring any such proof, the OWNER and the CONTRACTOR agree that as
liquidated damages for delay (but not as a penalty) the CONTRACTOR�shall pay the OWNER 750 for
each day that expires after the time specified in Article 2.
ARTICLE 4. CONTRACT PRICE.
� OWNER hall pay CONTRACTOR for completion of the WORK in accordance with the Contract
Documer�ts in current funds the amount set forth in the Bid Schedule(s).
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(Contractor Initials)
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
� MAY 2014
AGREEMENT
00500-1
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ARTICLE 5. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General
Conditions. Applications for Payment will be processed by ENGINEER as provided in the General
Conditions.
ARTICLE 6. CONTRACT DOCUMENTS.
The Contract Documents which comprise the entire agreement between OWNER and CONTRACTOR
concerning the WORK consist of this Agreement (Section 00500) and the following attachments to this
Agreement:
• Notice Inviting Bids (Section 00030).
• Instructions to Bidders (Section 00100).
• Bid Forms including the Bid, Bid Schedule(s), Information Required of Bidder, Bid Bond, and all
required certificates and affidavits (Section 00300).
• Performance Bond (Section 00610).
• Payment Bond (Section 00620).
• General Conditions (Section 00700).
• Supplementary General Conditions (Section 00800).
• Technical Specifications as listed in the Table of Contents, including appendices.
• Drawings as listed in the List of Drawings.
• Addenda numbers � to 3 , inclusive.
• Change Orders which may be delivered or issued after Effective Date of the Agreement and are not
attached hereto.
There are no Contract Documents other than those listed in this Article 6. The Contract Documents may
only be amended by Change Order as provided in Paragraph 3.04 of the General Conditions.
ARTICLE 7. WAIVER OF IMMUNITY.
The CONTRACTOR and OWNER acknowledge and agree that they have negotiated the following in
accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his
immunity under industrial insurance under Title 51 RCW. The CONTRACTOR and OWNER
acknowledge and agree to the requirements for indemnification in Section 00800 SC-6.20. The ,
provisions of this article shall survive the termination or expiration of this agreement. �
� Contractor Initials �
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AGREEMENT
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT 00500-2
MAY 2014
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ARTICLE 8. SUSPENSION OF WORK AND TERMINATION
The Contractor agrees to the right of the OWNER to suspend work or terminate this agreement as
indicated in Article 15 of Section 00700 (Standard General Conditions) and Section 00800
(Supplementary Conditions).
ARTICLE 9. ASSIGNMENT
� No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding
on another party hereto without the written consent of the party sought to be bound; and specifically but
without limitation monies that may become due and monies that are due may not be assigned without such
� consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically
stated to the contrary in any written consent to an assignment, no assignment will release or discharge the
assignor from any duty or responsibility under the Contract Documents. The OWNER, in its sole
� discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or
responsibilities under the Agreement, except with regards to an assignment of funds for security purposes.
In the case of an assignment for security purposes the OWNER may condition its approval to the extent it
� deems necessary to assure that there wil! be adequate funds to complete the WORK and to pay a
subcontractors and suppliers.
� OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives
to the other party hereto, its partners, successors, assigns and legal representatives in respect of all
covenants, agreements and obligations contained in the Contract Documents.
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IN WITNESS WHEREOF, OWNER and CONTRACTOR have caused this Agreement to be executed the
day and year first above written.
OWNER : Citv of Bremerton CONTRACTOR ��Sf�i,n �G[5�'�� I/l.0
By i�GC rl—�.TGt�C�j �.
[CORP TE SEAL]
Attest USTRIAL INC.
11709 CYRUS WAY
MUKILTEO� WA 966275
Address for giving notices
License No. II���I 105-r, � ' .
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Approved as to Form:
(Si ture)
P`6S�' . �
Title)
Agent for service of process:
AGREEMENT
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 00500-3
MAY 2014
AGREEMENT CERTIFICATE
(if Corporation)
STATE OF
COUNTY OF
� �/ash rn��►`-
) SS:
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I HEREBY CERTIFY that a meeting of the Board of Directors of the
' V'► e ST � VI � I) G1�Gt,b�"i'i`Q.Q ��
a corporation existir�g under the laws of the State of Q ` � , held on
�1 r,l� 2� , 2014, the following resolution w duly passed and adopted:
"RESOLVED, that � � IG�i. � ��S-� , as
President
of the Corporation, be and is hereby authorized to execute the Agreement dated��, 2014, by
and between this Corporation and City of Bremerton and that his/her execution thereof, attested
by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and
deed of this Corporation."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the
. �corporation this �_, day of �,�AA� , 2014. ,
....:�i� ,.Fv�."��"��A''r��l.`����cii a,3".. ' ..�•.{�> . '
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AGREEMENT
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT 00500-4
MAY 2014
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STATE OF
COUNTY OF
AGREEMENT CERTIFICATE
(if Partnership)
)
) SS:
)
I HEREBY CERTIFY that a meeting of the Partners of the
a partnership existing under the laws of the State of , held on
, 2014, the following resolution was duly passed and adopted:
"RESOLVED, that , as
of the Partnership,
be and is hereby authorized to execute the Agreement dated ,
2014, by and between this Partnership and City of Bremerton and that his/her execution thereof,
attested by the shall be the
official act and deed of this Partnership."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2014.
Partner
(SEAL)
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
MAY 2014
AGREEMENT
00500-5
AGREEMENT CERTIFICATE
(if Joint Venture)
STATE OF
COUNTY OF
)
) SS:
)
I HEREBY CERTIFY that a meeting of the Principals of the
a joint venture existing under the laws of the State of , held on
, 2014, the following resolution was duly passed and adopted:
"RESOLVED, that , as
of the Joint Venture,
be and is hereby authorized to execute the Agreement dated ,
2014, by and befinreen this Joint Venture and City of Bremerton and that his/her execution
thereof, attested by the shall be the
official act and deed of this Joint Venture."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2014.
Managing Partner
(SEAL)
AGREEMENT
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 00500-6
MAY 2014
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AGREEMENT CERTIFICATE
(if Limited Liability Company)
STATE OF
COUNTY OF
)
) SS:
)
I HEREBY CERTIFY that a meeting of the Members of the
a Limited Liability Company existing under the laws of the State of , held on
, 2014, the following resolution was duly passed and adopted:
"RESOLVED, that , and
as members of the Limited Liability Company,
be and are hereby authorized to execute the Agreement dated ,
2014, to the City of Bremerton by this Limited Liability Company and that their execution thereof
shall be the official act and deed of this Limited �iability Company."
I further certify that said resolution is now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand this , day of ,
2014.
A Limited Liability Company
By:
Member
By;
Member
(SEAL)
END OF AGREEMENT FORMS
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
MAY 2014
AGREEMENT
00500-7
BOND NUMBER: SUR40001255
PERFORMANCE BOND
(page 1 of 2)
KNOW ALL MEN BY THESE PRESENTS,
That WESTERN INDUSTRIAL, INC, aS CONTRACTOR,
and IRONSHORE INDEMNITY INC. 8S SUf�/,
are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of
FOUR HUNDRED SEVENTY FOUR THOUSAND ONE HUNDRED EIGHTY FOUR AND 25H00 ($474,184.25)
dollars,
for the payment of which sum, well and truly to be made, w�e bind ourselves, our heirs, executors,
administrators, successors, and assigns, jointly and severaly, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been
awarded and is about to enter into the annexed Agreement with said OWNER to perform the
WORK as specfied or indicated in the Contract Documents entitled "CITY OF BREMERTON�
RESERVOIR NO. 19 8 20 — INTERIOR COAIING REPLACEMENT'; now, therefore,
In the event CONTRACTOR fails to fimely or properly perform any of the requirements of the
Contract Documents at the times and in the manner corrtained therein, the Surety shall be liable
under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to
construd or repair all work as well as all loss, cost, expense or damage suffered by the OWNER `-�
in excess of the Contract amount due to the CONTRACTOR'S failure to comply with any contract
or permit conditions or other applicable laws and regulations.
The Surety agrees that within 30 calendar days of receiving notioe that the OWNER has declared
a CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the
Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or
part of the terms guaranteed by this bond, the Surely shall either:
1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable
period of time acceptable to the OWNER. The OWNER agrees to pay the balance of
the Contract price to the Surety in accordance with the terms of the Contract, or
2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if
the amount necessary for the OWNER to cure the default is tess than the amount
tendered, the OWNER will retum, without interest, any overpayment to the Surety.
PROVIDED, that any aRerations in the WORK to be done or the materials to be fumished, or
changes in the time of completion, which may be made pursuant to the terms of said Contract
Documents, shatl not in any way retease said CONTRACTOR or said Surety hereunder, nor shall
any extensions of time granted under the provisions of said Contract Documents, release either
said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement.
is hereby waived by said Surety.
The obligation of the Surety shall include reimbursing the City for all costs and expenses,
(including, but not limited to fees and charges of engineers, architects, attomeys, and other
PERFORMANCE BOND
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT �1�-�
MAY 2014
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PERFORIlAANCE BOND
(page 2 of 2)
professionals, and court costs if litigation is commenced) incur�ed by the OWNER in enforang the
provisions of this Bond.
The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to pertonn the required
work is not limite�d to the amount of funds held by the Surety. This bond is irrevocable and cannot
be canceled by 1he Surety or the CONTRACTOR.
This bond shall remain in full force and effect for a period of one (1) year following final
acceptance of the project by the Ciry, and until the bond is released in writing by the OWNER at
the written request of the Surely or CONTRACTOR.
IN WITNESS WHEREOF, we have hereunde� set our hands and seals this 18TH day
Of JUNE , 2Q�4.
(SEAL)
WESTERN IND RIAL INC.
C NTRACTOR)
By:.
• ign ure and SEAL)
(SEAL' AND NOTARIAL ACKNOWLEDGEMENT OF
(SEAL)
Address of Surety to which all notices shall be sent FRONTIER BONDING SERVICE uc
155 NE 100TH ST, STE 207
SEATTLE, WA 98125
Address of Sureiy for service of process:
(must be a physical address)
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
FRONTIER BONDING SERVICE, LLC
155 NE 100TH ST, STE 201
SEATTLE, WA 98125
PERFORMANCE BOND
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BOND NUMBER: SUR40001255
PAYMENT BOND
SECT'ION 00620
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KNOW ALL MEN BY THESE PRESENTS,
ThBt WESTERN INDUSTRIAL iNC. as CONTRACTOR
and 1RONSHORE INDEMNITY INC. 8S SUf@�/,
are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of
FOUR HUNDRED SEVENTY FOUR THOUSAND ONE HUNDRED EIGHTY FOUR AND 25/100 (5474,184.25)
dollars,
for the payment of which sum, well and truiy to be made, w�e bind ourselves, our heirs, executors,
administrators, successors, and assigns, jointly and severally, firmly by these presents.
1 THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been
awarded and is about to enter into the annexed Agreement with said OWNER to perForm the
WORK as specfied or indicated in the Contract Documents entitled "CITY OF BREMERTON,
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT'; now, therefore,
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If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other
supplies, or for rental of same, used in connection with the performance of work contracted to be
done, or for amounts due under applicable State Iaw for any work or labor thereon, said Surety will
pay for the same in an amount not exceeding the sum specified above, and, in the event suit is
brought upon this bond, reasonable attomey's fees to be fixed by the court. This bond shalt inure
to the benefit of any persons, companies, or corpora�ons entitled to file claims under applicable
State law so as to give a right of action to them or their assigns in any suit brought upon this bond.
PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or
changes in the time of comptetion, which may be made pursuant to the terms of said Coritract
Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall
any extensions of time granted under the provisions of said Contract Documents release either
said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement
is hereby waived by said Surety.
The obligation of the Surety shall include reimbursing the City of all costs and expenses,
(including, but not limited to fee and charges of engineers, architects, attorneys, and other
professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the
provisions of this Bond.
PAYMENT BOND
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 00820-1
MAY 2014
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IN WITNESS WHEREOF, we have hereunder set our hands and seals this �sn� day
Of JUNE , ZO'I4.
WESTERN INDUSTRIAL, INC. IRONSHORE INDEMNITY INC. ������������e�
�nd�,h �•,,
(C � RACTOR) (Su _ �.�
BY� � =
(Si re an SEAL) (Sign e and L) ' �` A�
— 1919 —
CARLEY ESPIRITU A RNEY IN FACT � p �
(SEAL AN IAL ACKNOWLEDGEMENT OF SURETY) �'.� ~��+� �.`�
Address of Surety to which all notices shall be sent:
FRONTIER BONDING SERVICE, LLC '',' �����II����� ,,``,
155 NE 100TH ST, STE 201
SEATTLE, WA 98125
AC�CJ�@33 Of SUfB�/ f0� S@NIC@ Of p�OCBSS: FRONTER BONDINCi SERVICE, LLC
(must be a physical address) 755 NE 100TH ST sTe Zo� ,
senrne, wa se�zs
a
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
_ ,.
PAYMENTBOND
00820-2
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Ironshore Indemnity Inc.
SUR40001255
IWOW ALL MEN BY THESE PRESENTS, that IRONSHORE INDEMNI7Y ING. a Minnesote Corporetlon. with its prindpal afflce In New York, NY doas
hereby consUtute and appolnt CARLEY ESPIRITU its true end lawFul Attomey-In-Fact Lo make, execute, seal and deftver for,
and on Its behalf ss surety, a P�D�NCE AND PAYMENT BOND under 6ond or undertaking number SUR40001255 Issued on
behalf of, WESTERN INDUSTRIAL, INC. as prirrclpal In the penal sum of gqy4,184.25
fiic authority Is mede under and by tha authoAty of a rsaolutlon whkh wes pesaed by the Bosrd of Directars of IRONSHORE INDEMNITY INC. on the
22 Day of Aprll, 2013 as fdlows:
Resolved, thet tha Director of the Company Is hereby authorl�d tn appalnt and ampower a� rcprasernative oF the comparry or othar person o�
per�ons es Attamey-In-Fact to execute on behalf of the Compsny eny bonds, undertaldngs, policles. contracts af Indemntty or othar writings obligatory
In naturo of a bond nat to exceed $474,184.25 dollars, whlch the Campany mlght exacute through 1ts duty elacted offlcers, end afflx the s�l of the
Comparry thereto. My sald executlon of sudti daaments by en Attomey-tn-Fact shell be as binding upon the Company as ff they had been duly
executed and aelu�owledged by the regulariy alected offlcers of tfia Company. Any AKOrney-In-Fact, so appointed, may be remwed for good ceuse end
the authnAty so grarrtad may be revoked as �peclRad In the Power of Attomey.
Resolved, that the signature of the Dlrector and the seal af the Company may be efflxed by fHCSfmile on any power of ettorney gronted, and the
slgnature of the 5ecretary, and the seal of the Compeny may ba aftlxed by faalmlle to any cerNflcate af any sucb power and any such power or
oerdflmte bearing such facsimqe signature and seal shall ba valld and hlnding � the C�mpany. Any soch powerso executed and sealed and �ertfNeate
so ocecuted and sealed shall, with respect to any bond of undertaking to which R Is attached, canUnue to be valid and bJnding on the Company.
IN WITNE55 THEREOF, IRONSHQRE 1NDEMNITY INC haa mused thls Instrumentto be signed by Its Director, and its Corporate Seal to be afflxed thls
1 Day of May, 2013.
� s � r s�,
1i1Y
IRONSMORE INOEMNIIY INC
By: '
Dankl L Su n
Director
ACIOVDWLEDQEAIIENT
On thls i day af May, 2013, befare me, persanaliy ome Danlel L Sussman to me known, who being duly swom, dld depose and say that he Is the
Oiractor of I�onshora Indemnity, Inc. . the oorporatlon described In and whlch executed the a6ove instrurnent; that ha executed said InswmeM an
behalf of the corporetton by euthority of hls offlce under the By-laws of s�fd corporation.
istopheFG Dohhs
Notary Public
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MY CO1YpYp88IpN OjelB�.g
JW6 �. 20 ��� � �r�GA7E
1, tha understaned, 5ecretary of IRONSHORE INDEMNITY ING , A�innetota Company, I70 HEREBY CERTIFY that the orlgMal Pawer of Attomey of
which the forego�ng Is a true aad correct copy, is in full force and effect and ha+ not been ►evoked end the resolutlons as set forth are now In force.
Slgned end Sesled at thls 19TH Day of JUNE , 2014 .
. �
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Paul S. Glordano
Seaetary
"WARNINO: Any person wtm knowtn�ly and with 1Kent to dafnud any In�urance aomparry or other pmton. fllac and appUwtton far huuranc� or efatamsM ot dalm
eontal�dn{ aml tnatetlally fahe I�otmaGon, or coneeab for the purposs o} mtsteading l�artnatlon oonoarnl�g airy fxt materlal thersW, commft� � fraudulant
truur�noe acc. Whkh is e crlma and subJeW auth pe�son to crlminal and dvll panaldM.'
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PAYMENT BOND
SECTION 00620
KNOW ALL MEN BY THESE PRESENTS,
That
and
as CONTRACTOR,
as Surety,
are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of
dollars,
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors, and assigns, joint�y and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been
awarded and is about to enter into the annexed Agreement with said OWNER to perform the
WORK as specified or indicated in the Contract Documents entitled "CITY OF BREMERTON,
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT"; now, therefore,
If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other
supplies, or for rental of same, used in connection with the performance of work contracted to be
done, or for amounts due under applicable State law for any work or labor thereon, said Surety will
pay for the same in an amount not exceeding the sum specified above, and, in the event suit is
brought upon this bond, reasonable attorney's fees to be fixed by the court. This bond shall inure
to the benefit of any persons, companies, or corporations entitled to file claims under applicable
State law so as to give a right of action to them or their assigns in any suit brought upon this bond.
PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or
changes in the time of completion, which may be made pursuant to the terms of said Contract
Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall
any extensions of time granted under the provisions of said Contract Documents release either
said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement
is hereby waived by said Surety. '
The obligation of the Surety shall include reimbursing the City of all costs and expenses,
(including, but not limited to fee and charges of engineers, architects, attorneys, and other
professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the
provisions of this Bond.
PAYMENT BOND
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 00620-1
MAY 2014
IN WITNESS WHEREOF, we have hereunder set our hands and seals this day
of , 2014.
(CONTRACTOR) (Surety)
By: By:
(Signature and SEAL) (Signature and SEAL)
(SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY)
Address of Surety to which all notices shall be� sent:
Address of Surety for service of process:
(must be a physical address)
PAYMENT BOND
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT 00620-2
MAY 2014
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Version 6-23-09
CITY OF BREMERTON
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
Copyright O 2007 National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314-2794
(703) 684-2882
www.nspe.ori�
Atnerican Council of Engineering Companies
1015 15th Street N.W., Washington, DC 20005
(202) 347-7474
www.acec.or�
American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400
(800) 548-2723
www.asce.or�
Associated General Contractors of America
2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308
(703) 548-3118
www.a�c.or�
The copyright for this EJCDC document is owned jointly by the four
EJCDC sponsoring organizations and held in trust for their benefit by NSPE.
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CITY OF BREMERTON
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Terminology .......................................................................................................... 1
.
1.01 Detined Terms ............................................................................................................................. 1
1.02 Terminology ....................................:........................................................................................... 5
Article2— Preliminary Matters ......................................................................................................................... 7
2.01 Delivery of Bonds and Evidence of Insurance ........................................................................... 7
2.02 Copies of Documents ................................................................................................................... 7
2.03 Commencement of Contract Times; Notice to Proceed .............................................................. 7
2.04 Starting the Work .......................................................................................................................... 7
2.05 Before Starting Construction ........................................................................................................ 7
2.06 Preconstruction Conference; Designation of Authorized Representatives ................................. 8
2.07 lnitial Acceptance of Schedules ................................................................................................... 8
Article 3— Contract Documents: lntent, Amending, Reuse ............................................................................ 8
3 .01 Intent ............................................................................................................................................. 8
3 .02 Reference Standards ..................................................................................................................... 9
3.03 Reporting and Resolving Discrepancies ...................................................................................... 9
3.04 Amending and Supplementing Contract Documents ................................................................ 10
3.05 Reuse of Documents ..............................................................................................:.................... 10
3.06 Electronic Data ........................................................................................................................... 11
Article 4— Availability of Lands; Subsurtace and Physical Conditions; Hazardous Environmental
Conditions; Reference Points .......................................................................................................... 11
4.01 Availability of Lands .................................................................................................................. 11
4.02 Subsurface and Physical Conditions .......................................................................................... 11
4.03 Differing Subsurface or Physical Conditions ............................................................................. 12
4.04 Underground Facilities ............................................................................................................... 13
4.05 Reference Points ......................................................................................................................... l 4
4.06 Hazardous Environmental Condition at Site ........................:.................................................... 15
Article 5— Bonds and Insurance ..................................
5.01 Performance, Payment, and Other Bonds
CI'f Y OP HREMERTON
............................................................................ 16
............................................................................ 16
STANnARD Gf Nf:RAL CONDI I IONS
5.02 Licensed Sureties and Insurers ................................................................................................... 17
5.03 Certificates of Insurance ............................................................................................................. ] 7
5.04 Contractor's Insurance ................................................................................................................ 17
ARTICLE 6-contractor's Responsibilities ................................................................................................... 20
6.O1 Supervision and Superintendence .............................................................................................. 20
6 .02 Labor; Working Hours ............................................................................................................... 21
6.03 Services, Materials, and Equipment ..............................................................
............................ 21
6.04 Progress Schedule .....:................................................................................................................. 22
6.05 Proposed Substitutions or "Or-Equal" Item ............................................................................... 22
6.06 Concerning Subcontractors, Suppliers, and Others ................................................................... 25
6.07 Patent Fees and Royalties ........................................................................................................... 26
6.08 Permits ...............................................................................................................................:........ 27
6 .09 Laws and Regulations ................................................................................................................. 27
6.10 Taxes ........................................................................................................................................... 28
6.11 Use of Site and Other Areas ....................................................................................................... 28
6.12 Record Documents ..................................................................................................................... 29
6.13 Safety and Protection .................................................................................................................. 29
6.14 Safety Representative ................................................................................................................. 30
6.15 Hazard Communication Programs ............................................................................................. 30
6.16 Einergencies ................................................................................................................................30
6.17 Submittals ................................................................................................................................... 30
6.18 Continuing the Work .................................................................................................................. 32
6.19 Contractor's General Warranty and Guarantee .......................................................................... 32
6.20 Indemnitication ........................................................................................................................... 33
6.21 Delegation of Professional Design Services .............................................................................. 34
Article 7- Other Work at the Site .................................................................................................................. 35
7.01 Related Work at Site ................................................................................................................... 35
7.02 Coordination ............................................................................................................................... 36
7.03 Legal Relationships .................................................................................................................... 36
Article 8- Owner's Responsibilities .............................................................................................................. 37
8.01 Communications to Contractor .................................................................................................. 37
8.02 Replacement of Engineer ........................................................................................................... 37
8.03 Furnish Data ................................................................................................................................ 37
8.04 Pay When Due ............................................................................................................................ 37
8.05 Lands and Easements; Reports and Tests .................................................................................. 37
C'1'I Y OF I3RI:MI:RTON STANI7ARD Cif:tif•,RAI. CO�1DI"I'IONS
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� 8.06 Insurance ..................................................................................................................................... 37
8.07 Change Orders ............................................................................................................................ 37
� 8.08 Inspections, Tests, and Approvals .............................................................................................. 37
8.09 Limitations on Owner's Responsibilities ................................................................................... 37
, 8.10 Undisclosed Hazardous Environmental Condition .................................................................... 38
8.11 Compliance with Safety Program .............................................................................................. 38
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Article 9— Engineer's Status During Construction ........................................................................................ 38
9.01 Owner's Representative .............................................................................................................. 38
9 .02 Visits to Site ................................................................................................................................ 38
9.03 Resident Project Representative ................................................................................................. 38
9.04 Authorized Variations in Work .................................................................................................. 39
9.05 Rejecting Defective Work .......................................................................................................... 39
9.06 Submittals, Change Orders and Payments ................................................................................. 39
9.07 Determinations for Unit Price Work ..................................�........................................................ 39
9.08 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 39
9.09 Limitations on Engineer's Authority and Responsibilities ........................................................ 40
Article 10 — Changes in the Work; Claims ..................................................................................................... 40
10.01 Authorized Changes in the Work ............................................................................................... 40
10.02 Unauthorized Changes in the Work ........................................................................................... 41
10.03 Execution of Change Orders ...................................................................................................... 4l
10.04 Notification to Surety ................................................................................................................. 41
10.05 Claims ......................................................................................................................................... 41
Article 11 — Cost of the Work; Allowances; Unit Price Work ..........................................
11.01 Cost of the Work ............................................................................................
11.02 Allowances ....................................................................................................
11.03 Unit Price Work .............................................................................................
� Article 12 — Change of Contract Price; Change of Contract Times...
12.01 Change of Contract Price ................................................
12.02 Change of Contract Times ..............................................
t 12.03 Delays ..............................................................................
................... 42
................... 42
................... 45
................... 46
................................................. 46
................................................. 46
................................................. 49
................................................. 50
� Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 51
l3.01 Notice of Defects ........................................................................................................................ 51
13.02 Access to Work ........................................................................................................................... 51
! 13.03 Tests and Inspections .................................................................................................................. 51
' CI'fY OP I3R�.tilf'It 1�ON S"I�ANDnRU G�;NEktAL CONDITIONS
13.04 Uncovering Work ..........................................
13.05 Owner May Stop the Work ...........................
13.06 Correction or Removal of Defective Work...
13.07 Correction Period ...........................................
] 3.08 Acceptance of Defective Work .....................
13.09 Owner May Correct Defective Work ............
......................................................... 52
......................................................... 53
......................................................... 53
......................................................... 53
......................................................... 54
......................................................... 55
Article 14 — Payments to Contractor and Completion .................................................................................... 55
14.01 Schedule of Values ..................................................................................................................... 55
14.02 Progress Payments ...................................................................................................................... 56
14.03 Contractor's Warranty of Title ................................................................................................... 60
14.04 Substantial Completion .............................................................................................................. 60
14.05 Partial Utilization .................................................................................................................... 60
14.06 Final lnspection ........................................................................................................................... 61
14.07 Final Payment ............................................................................................................................. 61
14.08 Final Completion Delayed .......................................................................................................... 64
14.09 Waiver of Claims ........................................................................................................................ 64
Article 15 — Suspension of Work and Termination ...................................................................
15.01 Owner May Suspend Work ...................................................................................
15.02 Owner May Terminate for Cause ..........................................................................
15.03 Owner May Terminate For Convenience ..............................................................
15.04 Contractor May Stop Work or Terminate .............................................................
Article 16 — Dispute Resolution .............................................................
16.01 Methods and Procedures ...................................................
..................... 64
..................... 64
..................... 64
..................... 66
..................... 66
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67
Article — Miscellaneous .............................................................................................................................. 67
17.01 Giving Notice .............................................................................................................................. 67
17.02 Computation of Times ................................................................................................................ 67
17.03 Cumulative Remedies ................................................................................................................. 67
17.04 Survival of Obligations ............................................................................................................... 68
17.05 Controlling Law .......................................................................................................................... 68
17.06 Headings ..................................................................................................................................... 68
17.07 Administrative Procedures and Forms ....................................................................................... 68
17.08 Right to Audit ............................................................................................................................. 68
17.09 Severability .................................................................................................................................69
17.10 Waiver ......................................................................................................................................... 69
CI I�Y OE' BItEME:K'I'ON STANI)AKD Ci�Nf:RAI. CONDII'lONS
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� Article 18 — WASHINGTON STATE REQUIREMENTS ........................................................................... 69
18.01 Trench Excavation Safety Systems ............................................................................................ 69
' 18.02 Payment of Prevailing Wages .................................................................................................... 69
18.03 Water Pollution Control Requirements ...................................................................................... 71
� 18.04 Prevention of Environmental Pollution & Preservation of Public Natural Resources ............. 71
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' CITY O� BRfMF�RTON STANUAKD GtNEKAL CONUI I�IONS
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� ARTICLE 1– DEFIN1T10NS AND TERMINOLOGY
1.01 Defined Term.s
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A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial
capital letters, the terms listed below will have the meanings indicated which are applicable to
both the singular and plural thereof. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and
paragraphs, and the titles of other documents or fonns.
1. Acf of God – An earthquake, flood, cyclone, or other cataclysmic phenomenon of nature.
Rain, wind, flood or other natural phenomenon of intensity less than that recorded for the
locality of the Work shall not be construed as an Act of God and no reparation shall be
made to Contractor for damage to the Work resulting there trom.
2. Addendu—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
3. Agreement—The written instrument which is evidence of the agreement between Owner
and Contractor covering the Work.
4. Applicc�tion . f�r- Puyrnes�t—The form acceptable to Engineer which is to be used by
Contractor during the course of the Work in requesting progress or final payments and
which is to be accompanied by such supporting documentation as is required by the
Contract Documents.
� 5. A.sbe.sto.s—Any material that contains more than one percent asbestos and is friable or is
� releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
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6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bid Bond – The security to be furnished by the Bidder on the form furnished as a guaranty
of good faith to enter into a contract for the Work contemplated if it be awarded to Bidder.
8. Bidder=The individual or entity who submits a Bid directly to Owner.
9. Bicicling Doc�rments—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
10. Bidding Rec��ciremen�s—The advertisement or invitation to bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
11. Chunge Of-der=A document recommended by Engineer which is signed by Contractor and
Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the
Contract Price or the Contract Times, issued on or after the Effective Date of the
Agreement.
CI�IY O� I3REMf'RTO',V STANDARU G�:NEItAL C'ONDI1'IONS
' 00700-1
12. Clai►n—A demand or assertion by Owner or Contractor seeking an adjustment of Contract
Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A
demand for money or services by a third party is not a Claim.
13. Cl�rrification – A written document issued by the Engineer to the Contractor that interprets
the requirements and/or design intent of the Contract Documents, which may not represent
an addition, deletion, or revision in the Work or an adjustment of the Contract Price or the
Contract Times. Request For Clarification forms will be provided by the Owner for the
Contractor's use when seeking Clarification.
14. Conf'o�•rrted Contf•act Docirrnents – Contract Documents issued for construction that include
the Agreement, Bonds, Insurance and Addenda.
15. Contf•uct—The entire and inte�nated written agreement between the Owner and Contractor
concerning the Work. The Contract supersedes prior negotiations, representations, or
agreeinents, whether written or oral.
16. Cvntrcrct Doc��merzt.s—Those items so designated in the Agreement. Only printed or hard
copies of the items listed in the A�� are Contract Documents. Approved Shop
Drawings, other Contractor submittals, and the reports and drawings of subsurface and
physical conditions are not Contract Documents.
17. Contract Pr•ice—The moneys payable by Owner to Contractor for completion of the Work
in accordance with the Contract Documents as stated in the Agreement (subject to the
provisions of Para��raph l 1.03 in the case of Unit Price Work).
18. Contruct Tirne.s—The number of days or the dates stated in the A��reement to: (i) achieve
Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that
it is ready for final payment as evidenced by Engineer's written recommendation of final
payment.
19. Contraczof=The individual or entity with whom Owner has entered into the Agreement.
20. Cost of the Work: See Paragraph 11.01 for definition.
21. De.sign Engineer- – The City's Consulting Engineer, or staff Engineer who prepared the
drawings and specifications.
22. Druwing.s—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Shop Drawings and other Contractor submittals are not Drawings as so defined.
23. Ef/ec•zive Date of�th�� Agr-eement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the A�eement is
signed and delivered by the last of the two parties to sign and deliver.
24. Engineer—The Engineer is defined as the City Engineer of the City of Bremerton,
Washington.
CITY Ol- 13RF.Mf:RTON STANDAitU G�:NE.RAL C()NDI�I IONS ,
00700-?
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� 25. Engineef• :s Pf•oject Manager – The authorized agent or employee of the Engineer,
desi�mated by the Engineer to represent the Engineer in performing the Engineer's duties
related to the Work.
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26. Final Comple ancl Acceptance – The time when all incomplete WORK has been
completed, all Defective Work has been corrected or accepted by the Engineer and Owner,
and all of the Contractor's duties and requirements have been satisfactorily discharged, as
evidenced by the Engineer's Notice of Final Completion and Acceptance.
27. Gener•al Reqliirement.s—Sections of Division l of the Specitications.
28. Huzurdoa�s Envirof�mental Conditiora—The presence at the Site of Asbestos, PCBs,
' Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances
that may present a substantial danger to persons or property exposed thereto.
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29. Hazardo��.s Wuste—The term Hazardous Waste shall have the meaning provided in Section
1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from tiine to
time.
30. Holiclay—A non-working day corresponding to a legal holiday adopted by the City of
Bremerton Gity Council, during which City offices are closed.
31. Luti1�.s arad Reg�ilation.s; Lutiti�.s or° Regulutaons—Any and all applicable laws, rules,
regulations, ordinances, codes, and orders of any and all governmental bodies, agencies,
authorities, and courts having jurisdiction.
32. Lrens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
33. Mile,stone—A principal event specified in the Contract Documents relating to an
intermediate completion date or time prior to Substantial Completion of all the Work.
34. Notice of�Awarcl—The written notice by Owner to the Successful Bidder stating that upon
� timely compliance by the Successful Bidder with the conditions precedent listed therein,
Owner will sign and deliver the Agreement.
, 35. Notice to Procee�l A written notice given by Owner to Contractor fixing the date on which
the Contract Times will commence to run and on which Contractor shall start to perform the
Work under the Contract Documents.
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36. O►vner=The Owner is defined as the City of Bremerton, located at 345 6` Street, WA
98337.
37. Puyment Bnncl – The form of security approved by the Owner and furnished by the
Contractor and Contractor's Surety guaranteeing payment for all labor, materials, services
and equipment furnished for use by the Contractor in performance of the Contract.
38. PCB.s—Polychlorinated biphenyls.
CITY O� fiREh1GRTON S"I'nNUARD GENERAL CUNDITIONS
' 00700-3
39. Perf'ormaf7ce Boncl – The form of security approved by the Owner and furnished by the
Contractor and Contractor's Surety guaranteeing the complete and faithful performance of
all the obligations and conditions placed upon the Contractor by the Contract.
40. Petrole�im—Petroleum, including crude oil or any fraction thereof which is liquid at
standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per
square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline,
kerosene, and oil mixed with other non-Hazardous Waste and crude oils.
41. Progye.ss Sched�ile—A schedule, prepared and maintained by Contractor, describing the
sequence and duration of the activities comprising the Contractor's plan to accomplish the
Work within the Contract Times.
42. Project—The total construction of which the Work to be performed under the Contract
Documents may be the whole, or a part.
43. Radioactii�e ll�later•iul—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
44. Resident Project Representative—The authorized agent or employee of the Engineer
desi�mated by the Engineer to represent the Engineer in on-site Work. The Resident Project
Representative will act as directed by and under the supervision of the Engineer's Project
Manager.
45. Surnple.s•—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
46. Sched�i/e of � Szibmittal.s—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
47. Schedi�le of' Val�ies—A schedule, prepared and maintained by Contractor, allocating
portions of the Contract Price to various portions of the Work and used as the basis for
reviewing Contractor's Applications for Payment.
48. Shop Dr•ativings—All drawings, diagrams, illustrations, schedules, and other data or
information which are specifically prepared or assembled by or for Contractor and
submitted by Contractor to illustrate some portion of the Work.
49. Site—Lands or areas indicated in the Contract Documents as being furnished by Owner
upon which the Work is to be performed, including rights-ot=way and easements for access
thereto, and such other lands furnished by Owner which are designated for the use of
Contractor.
50. Specificution.s—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
CITY OF B[t�:M�;lt l'ON STANDARD CiENERAL CO�IDI I�IONS ,
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51. Slrbcontractnf=An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
52. S�ibstantiul Cornpletior�—The time at which the Work (or a specified part thereo� has
reached a level of completion where, in the opinion of Engineer, the Work (or a specified
part thereof) is sufficiently complete, in accordance with the Contract Documents, to be
utilized for the purposes for which it is intended, as evidenced by Engineer's Notice of
Substantial Coinpletion. The terms "substantially complete" and "substantially completed"
as applied to all or part of the Work refer to Substantial Completion thereof.
53. S�icce.s.sfi�l Bidclef=The Bidder submitting a responsive Bid to whom Owner makes an
award.
54. St�pplementury Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
55. S�rpplic�r—A manufacturer, fabricator, supplier, distributor, material man, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
56. Unclergro�rnd Fucilitie.s—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including those that convey elecri gases, steam,
liquid petroleum products, telephone or other communications, cable television, water,
wastewater, storm water, other liquids or chemicals, or traffic or other control systems.
57. Unit Price Wor-k—Work to be paid for on the basis of unit prices.
58. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of
performing or providing all labor, services, and documentation necessary to produce such
construction, and furnishing, installing, and incorporating all materials and equipment into
such construction, all as required by the Contract Documents.
59. Work Churrge Directive—A written statement to Contractor issued on or at�er the Effective
Date of the Agreement and signed by Owner and recommended by Engineer ordering an
addition, deletion, or revision in the Work, or responding to differing or unforeseen
subsurtace or physical conditions under which the Work is to be perfotmed or to
emergencies. A Work Change Directive will not change the Contract Price or the Contract
Times but is evidence that the parties expect that the change ordered or documented by a
Work Change Directive will be incorporated in a subsequently issued Change Order
following negotiations by the parties as to its effect, if any, on the Contract Price or Contract
Times.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
CIl'Y O� BREMCRTON STANi)ARD GEN�;RnL C'ONDITIONS
' 00700-5
B. Intent of Certuin Terms or° Adjective.s:
1. The Contract Documents include the tenns "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of professional judgment
by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper,"
"satisfactory," or adjectives of like effect or import are used to describe an action or
deteimination of Engineer as to the Work. It is intended that such exercise of professional
judgment, action, or determination will be solely to evaluate, in general, the Work for
compliance with the information in the Contract Documents and with the design concept of
the Project as a functioning whole as shown or indicated in the Contract Documents (unless
there is a specific statement indicating otherwise). The use of any such term or adjective is
not intended to and shall not be effective to assign to Engineer any duty or authority to
supervise or direct the performance of the Work, or any duty or authority to undertake
responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the
Contract Documents.
C. Day:
1. The word "da�' means a calendar day of 24 hours measured from midnight to the next
midnight.
D. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to Engineer's recommendation of tinal payrnent (unless
responsibility for the protection thereof has been assumed by Owner at Substantial
Completion in accordance with Paragraph 14.04 or 14.05).
E. F�rr Install, Perform PYOb'1G�C':
1. The word "furnish," when used in connection with services, materials, or equipment, shall
mean to supply and deliver said services, materials, or equipment to the Site (or some other
specified location) ready for use or installation and in usable or operable condition.
2. The word "install," when used in connection with services, materials, or equipment, shall
mean to put into use or place in final position said services, materials, or equipment
complete and ready for intended use.
3. The words "perfonn" or "provide," when used in connection with services, materials, or
equipinent, shall mean to furnish and install said services, materials, or equipment complete
and ready for intended use.
CITI' Of �RrMf•,RTON STANDARI� CiENERAL CUNDiTiONS
00700-6 '
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� 4. When "furnish," "install," or "perform," are not used in connection with services, materials,
or equipment in a context clearly requiring an obligation of Contractor, "provide" is
implied.
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F. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIMINARY MATTERS
' 2.01 Deli��en° of �Bond.s and Evidence of Ir�.sirr•ance
' A. When the Contractor delivers the signed Agreement to the Owner, the Contractor shall also
deliver such Bonds, insurance policies and insurance certiticates in the number of copies as the
Contractor may be required to furnish in accordance with the Contract Documents.
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Copies �f Doc�imertts
A. The Owner shall furnish to the Contractor five copies of Conformed Contract documents
including Specifications, and reduced size Drawings. Additional copies and up to two full sized
sets of Drawings will be furnished upon Contractor's written request at the cost to the Owner of
reproduction, handling and shipping.
Comme��cemerit of Contract Times; Notice to Pr•oceed
A. The Contract Times will commence to run on the day indicated in the Notice to Proceed. A
Notice to Proceed may be given at any time within 30 days after the Effective Date of the
Agreement.
B. Within sixty (60) calendar days following opening of Bids, the lowest responsive, responsible
� Bidder will be furnished with Notice of Award accomplished by three copies each of the
Contract Documents in form for Signatures.
' C. Within ten (10) business days after receiving from the Owner Notice of Award and the Contract
Documents in form for signing, Contractor shall sign and return the Contractor pocuments and
furnish to the Owner such Bonds and certificates of insurance as are required herein.
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Star•ting the Wnr•k
A. Contractor shall start to perforni the Work within l0 days of the Notice to Proceed. No Work
shall be done at the Site prior to the Notice to Proceed.
Before Starting Constr��ction
A. Pf°eliminary Schedriles: Within 10 days after the Effective Date of the Agreement (unless
� otherwise specified in the General Requirements), Contractor shall submit to Engineer for
timely review:
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' CITY Of BIiEM�R��ON STANUARn G�NI;RAI. CONDCCIONS
00700-7
1. A preliminary Progress Schedule indicating the times (numbers of days or dates) for starting
and completing the various stages of the Work, including any Milestones specified in the
Contract Documents;
2.06
2.07
2. A preliminary Schedule of Submittals; and
3. A preliminary Schedule of Values for all of the Work which includes quantities and prices
of items which when added together equal the Contract Price and subdivides the Work into
component parts in sufficient detail to serve as the basis for progress payments during
performance of the Work. Such prices will include an appropriate amount of overhead and
profit applicable to each item of Work.
4. A schedule of proposed substitute (or-equal) Subinittals.
Pr•ecof�str-r�ction Conference; Designation ��fA�ithorized Represerrtazives
A. Prior to issuance of the Notice to Proceed, a conference attended by Owner, Contractor,
Engineer, and others as appropriate will be held to establish a working understanding among the
pariies as to the Work and to discuss the schedules referred to in Paragraph 2.OS.A, procedures
for handling Shop Drawings and other submittals, processing Applications for Payment, and
maintaining required records.
Initic�! Accep�ance of �Scheclrile.s
A. At least 10 days before submission of the first Application for Paytnent a conference attended
by Contractor, Engineer, and others as appropriate will be held to review for acceptability to
Engineer as provided below the schedules submitted in accordance with Paragraph 2.OS.A.
Contractor shall have an additional 10 days to make corrections and adjustments and to
complete and resubmit the schedules. No progress payment shall be made to Contractor until
acceptable schedules are submitted to and approved by the Engineer.
1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression
of the Work to completion within the Contract Times. Such acceptance will not impose on
Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress
of the Work, nor interfere with or relieve Contractor from Contractor's full responsibility
therefor.
2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable
arrangement for reviewing and processing the required submittals.
3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if
it provides a reasonable allocation of the Contract Price to component parts of the Work.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if
required by all.
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B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo fl to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
Owner.
C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as
provided in Article 9.
Reference Stunclaf-�ls
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific
or by iinplication, shall mean the standard, specification, manual, code, or Laws or
Regulations in effect at the time of opening of Bids (or on the Effective Date of the
Agreement if there were no Bids), except as may be otherwise specifically stated in the
Contract Documents.
2. No provision of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of Owner, Contractor, or
Engineer, or any of their subcontractors, consultants, agents, or employees, from those set
forth in the Contract Documents. No such provision or instruction shall be effective to
assign to Owner, Engineer, or any of their officers, directors, members, partners, employees,
agents, consultants, or subcontractors, any duty or authority to supervise or direct the
performance of the Work or any duty or authority to undertake responsibility inconsistent
with the provisions of the Contract Documents. •
Repor•ting anc! Resolt�ing Di SCYE�)7uYlC1G'S
A. Reporting Discr•epuncie.s:
Contractor's Revietiti� of Cnntr•act Doc��ments Be��r•e Sturting Work: Before undertaking
each part of the Work, Contractor shall carefully study and compare the Contract
Documents and check and verify pertinent figures therein and all applicable field
measurements. Contractor shall promptly report in writing to Engineer any conflict, error,
ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall
obtain a written interpretation or clarification from Engineer before proceeding with any
Work affected thereby.
2. Contractof Rf'L'IL'bti' O�COT?li"C/Cf DOC1Ii�1E'/1/.5 D9lYlYl�' Pf.'I:fOYi71[IT?CG' Uf WOI"IZ: If during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or
discrepancy within the Contract Documents, or between the Contract Documents and (a)
any applicable Law or Regulation ,(b) any standard, specification, manual, or code, or (c)
any inst�uction of any Supplier, then Contractor shall promptly report it to Engineer in
writing. Contractor shall not proceed with the Work affected thereby (except in an
CITY OF C3R�MEIt�I'ON ST'ANDARD G�N[:RAI. C'ONDITIONS
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emergency as required by Para�naph 6.16.A) until an amendment or supplement to the
Contract Documents has been issued by one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error,
ambiguity, or discrepancy in the Contract Documents unless Contractor had knowledge or
should have known thereof.
B. Re.solving Di.scj•eparrcies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and:
a. The provisions of any standard, specification, manual, or code, or the instruction of any
Supplier (whether or not specifically incorporated by reference in the Contract
Documents); or
b. The provisions of any Laws or Regulations applicable to the performance of the Work
(unless such an interpretation of the provisions of the Contract Documents would result
in violation of such Law or Regulation).
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3.05
Ame�drng and Sripplernenting Contruct Doc�rment.s
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by either a Change Order or a Work
Change Directive. However, the requirements of the Contract Documents may be supplemented
and minor variations and deviations in the Work may be authorized, by one or more of the
following ways:
1. Engineer's approval of a Shop Drawing or Sample (subject to the provisions of Paragraph
6.17.D.3); or
2. Engineer's written interpretation or clarification.
Reu.se of Doc�m�ents
A. Contractor and any Subcontractor or Supplier shall not:
1. Have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� prepared by or bearing the seal of Engineer or its
consultants, including electronic media editions; or
2. Reuse any such Drawings, Specifications, other documents, or copies thereof on extensions
of the Project or any other project without written consent of Owner and Engineer and
specific written verification or adaptation by Engineer.
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
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3.06 Electronic Data
A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or
Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are
limited to the printed copies (also known as hard copies). Files in electronic media format of
text, data, graphics, or other types are furnished only for the convenience of the receiving party.
Any conclusion or information obtained or derived from such electronic files will be at the
user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the
hard copies govern.
B. Because data stored in electronic media format can deteriorate or be modified inadvertently or
otherwise without authorization of the data's creator, the party receiving electronic files agrees
that it will pertorm acceptance tests or procedures within 60 days, after which the receiving
party shall be deemed to have accepted the data thus transferred. Any errors detected within the
60-day acceptance period will be corrected by the transferring party.
C. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
froin the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAiLABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
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4.02
Availability of Lancls
A. Owner shall furnish, as indicated in the Contract Documents, the Site upon which the Work is
to be performed, rights-ot=way or easements for access thereto, and such other lands which are
designated for the use of the Contractor. Nothing contained in the Contract Documents shall be
interpreted as giving the Contractor exclusive occupancy of the lands or right-of—way provided.
Owner shall notify Contractor of any encumbrances or restrictions not of general application but
specifically related to use of the Site with which Contractor must comply in performing the
W ork.
B. Contractor shall provide for all additional lands and access thereto that may be required for
temporary construction facilities or storage of materials and equipinent.
Strbs�irfuce ��nd Phvsicul Conditions
A. The S�ipplementary Condition.s Identif'y:
1. Those reports known to Owner of explorations and tests of subsurtace conditions at or
contiguous to the Site.
2. Those drawings known to Owner of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limiled Reliance by Contr•c�ctnr• vn Technical Data A��thorizecl.• Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
CITY O� 13R�MFRTON S�I'ANUAKD G�N�RAL CONDI'I IONS
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drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or
make any claim against Owner or Engineer, or any of their officers, directors, members,
partners, employees, agents, consultants, or subcontractors with respect to:
4.03
1. The completeness of such reports and drawings for Contractor's purposes, including, but
not limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. Other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
D�ering S1ib.s�irface or• Phi�.sica! Co»�litions
A. 1Voticc�: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. Is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. Is of such a nature as to require a change in the Contract Documents; or
3. Differs materially from that shown or indicated in the Contract Documents;
the Contractor shall, promptly after becoming aware thereof and before further disturbing
the subsurface or physical conditions or performing any Work in connection therewith
(except in an ernergency as required by Paragraph 6.16.A), notify Engineer in writing about
such condition. Contractor shall not further disturb such condition or perform any Work in
connection therewith (except as aforesaid) until receipt of written order to do so.
B. Er�g ineer's Rc�.�ie�►1�: After receipt of written notice as required by Paragraph 4.03.A, Engineer
will promptly review the pertinent condition, determine the necessity of obtaining additional
exploration or tests with respect thereto, and provide a determination in writing to the
Contractor.
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l. Possible Price and Times Adjustment — If the Owner concludes that a change in the
Contract Documents is required by the newly discovered condition, the Owner will respond
to the Contractor's notification by issuing a Work Change Directive, Change Order or
Amendment, as required by paragraph 3.04A. If the Owner concludes that a change in the
Contract Documents is NOT required, the Owner will respond to the Contractor's written
notification by issuing written Clarification as required by paragraph 3.04B.
2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if:
a. Contractor knew of the existence of such conditions at the time Contractor made a final
commitment to Owner with respect to Contract Price and Contract Times by the
submission of a Bid or becoming bound under a negotiated contract; or
b. The existence of such condition could reasonably have been discovered or revealed as a
result of any examination, investigation, exploration, test, or study of the Site and
contiguous areas required by the Bidding Requirements or Contract Documents to be
conducted by or for Contractor prior to Contractor's making such final commitment; or
c. Contractor failed to give the written notice as required by Paragraph 4.03.A.
3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if
any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be
made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any
of their officers, directors, members, partners, employees, agents, consultants, or
subcontractors shall be liable to Contractor for any claims, costs, losses, or damages
(including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project. �:
Uncler�Jro�rnd Fucilities
A. Shown or Indicated.• The information and data showri or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to Owner or Engineer by the owners of such Under��round
Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the
Supplementary Conditions:
1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. The cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. Reviewing and checking all such information and data;
b. Locating all Underground Facilities shown or indicated in the Contract Documents;
c. Coordination of the Work with the owners of such Underground Facilities, including
Owner, during construction; and
CITY OF' BREM�:RI ON S'I�ANDAItD GENEftAL CONnIT10NS
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d. The safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
3. The Contractor shall notify the Washington State One Number Locator Service, Phone No. 1-
800-424-5555, at least 2 business days in advance of the commencement of Excavation at
any site, and shall strictly comply with the requirements of RCW 19.122, et seq. at all times
during the WORK. The Contractor shall be responsible for making itself aware of utility
company facilities not reported by the Washington State One Number Locator Service, and
shall be liable for any and all damages stemming from repair or delay costs or any other
expenses resulting from the unanticipated discovery of underground utilities.
B. Not Sho��n or Indicatc�d:
If an Underground Facility is uncovered or revealed at or contiguous to the Site which was
not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract
Documents, Contractor shall, promptly after becoming aware thereof and before further
disturbing conditions affected thereby or performing any Work in connection therewith
(except in an emergency as required by Paragraph 6.16.A), identify the owner of such
Under��round Facility and give written notice to that owner and to Owner and Engineer.
Engineer will promptly review the Underground Facility and determine the extent, if any, to
which a change is required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. During such time,
Contractor shall be responsible for the safety and protection of such Underground Facility.
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2. If Engineer concludes that a change in the Contract Documents is required, a Work Change
Directive or a Change Order will be issued to reflect and document such consequences. An
equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the
extent that they are attributable to the existence or location of any Undergound Facility that
was not shown or indicated or not shown or indicated with reasonable accuracy in the
Contract Documents and that Contractor did not know of and could not reasonably have
been expected to be aware of or to have anticipated. If Owner and Contracior are unable to
agree on entitlement to or on the amount or extent, if any, of any such adjustment in
Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as
provided in Paragraph 10.05. However, Owner, Engineer, and Design Engineer, shall not be
liable to Contractor for any claims, costs, losses or damages incurred or sustained by
Contractor on or in connection with any other project or anticipated project.
Reference Points
A. Owner shall provide engineering surveys to establish reference points for construction which in
Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor
shall be responsible for laying out the Work, shall protect and preserve the established reference
points and property monuments, and shall make no changes or relocations without the prior
written approval of Owner. Contractor shall report to Engineer whenever any reference point or
property monument is lost or destroyed or requires relocation because of necessary changes in
grades or locations, and shall be responsible for the accurate replacement or relocation of such
reference points or property monu�nents by professionally qualified personnel.
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A. Report.s ancl Dra��ings: The Supplementary Conditions identify those reports and drawings
' known to Owner relating to Hazardous Environmental Conditions that have been identified at
the Site.
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B. Lirnited Reliance by ContractoY on Technical Data A��thor Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementary
Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or
make any claim against Owner or Engineer, or any of their officers, directors, members,
partners, employees, agents, consultants, or subcontractors with respect to:
1. The completeness of such reports and drawings for Contractor's purposes, including, but
not limited to, any aspects of the means, methods, techniques, sequences and procedures of
constniction to be employed by Contractor and safety precautions and programs incident
thereto; or �
2. Other data, interpretations, opinions and infonnation contained in such reports or shown or
indicated in such drawings; or
3. Any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or infortnation. �
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or
identified in the Contract Documents to be within the scope of the Work. Contractor shall be
responsible for a Hazardous Environmental Condition created with any materials brought to the
Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractbr is
responsible.
D. If Contractor encounters a Hazardous Envirorunental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Envirorunental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection
with such condition and in any area affected thereby (except in an emergency as required by
Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such
notice in writing). Owner shall promptly consult with Engineer concerning the necessity for
Owner to retain a qualified expert to evaluate such condition or take corrective action, if any.
Promptly after consulting with Engineer, Owner shall take such actions as are necessary to
permit Owner to timely obtain required permits and provide Contractor the written notice
required by Paragraph 4.06.E.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after Owner has obtained any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered safe for the resumption of Work; or (ii) specifying any special conditions under
which such Work may be resumed safely. If Owner and Contractor cannot agree as to
entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or
CI �Y OF BREMF.R I'ON S iANnARD C;EN�RA[. CONUITIO�IS
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Contract Times, or both, as a result of such Work stoppage or such special conditions under
which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as
provided in Paragraph 10.05.
F. If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then Owner may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement
to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a
result of deleting such portion of the Work, then either party may make a Claim therefor as
provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by
Owner's own forces or others in accordance with Article 7.
G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless Owner and Engineer, and the officers, directors, members, partners, employees,
agents, consultants, and subcontractors of each and any of them from and against all claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
resolution costs) arising out of or relating to a Hazardous Environmental Condition created by
Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H
shall obligate Contractor to indemnify any individual or entity from and against the
consequences of that individual's or entity's own negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
AR'TICL,E 5— BONDS AND INSi11�ANCE
5.01 Perf'orrrtanc•e, Puyment, and Othe�� Bond.s
A. Contractor shall furnish performance and pa}�rnent bonds, each in an amount at least equal to
the Contract Price as security for the faithful perfonnance and payment of all of Contractor's
obligations under the Contract Documents. These bonds shall remain in eftect until one year
after the date when .final payment becomes due or until completion of the correction period
specified in Paragraph 13.07, whichever is later, except as provided otherwise by Laws or
Regulations or by the Contract Documents. Contractor shall also furnish such other bonds as are
required by the Contract Documents.
B. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations.
C. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in any state where any part of the Project is located or it
ceases to meet the requirements of Paragraph S.O1.B, Contractor shall promptly notify Owner
and Engineer and shall, within 20 days after the event giving rise to such notification, provide
another bond and surety, both of which shall comply with the requirements of Paragraphs
S.O1.B and 5.02.
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5.02 Licef7sed Sirretie,s und Insi�ress
A. All bonds and insurance required by the Contract Documents to be purchased and maintained
by Owner or Contractor shall be obtained from surety or insurance companies that are duly
licensed or authorized in the jurisdiction in which the Project is located to issue bonds or
insurance policies for the limits and coverages so required. Such surety and insurance
companies shall also meet such additional requirements and qualifications as may be provided
in the Supplementary Conditions.
5.03 Cer�tificate.s of'In.s7n•ance
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A. Contractor shall deliver to Owner, with copies to each additional insured and loss payee
identified in the Supplementary Conditions, certificates of insurance (and other evidence of
insurance requested by Owner or any other additional insured) which Contractor is required to
purchase and maintain.
B. Failure of Owner to demand such certificates or other evidence of Contractor's full compliance
with these insurance requirements or failure of Owner to identify a deticiency in compliance
from the evidence provided shall not be construed as a waiver of Contractor's obligation to
maintain such insurance.
C. Owner does not represent that insurance coverage and limits established in this Contract
necessarily will be adequate to protect Contractor.
D. The insurance and insurance limits required herein shall not be deemed as a limitation on `
Contractor's liability under the indemnities granted to Owner in the Contract Documents.
5.04 Contractor's• Insi�rance
A. The Contractor shall purchase and maintain the insurance required under this paragraph. Such
insurance shall include the specific coverage's set out herein and be written for not less than the
limits of liability and coverage's provided in paragraph 5.04C, or required by Laws or
Regulations, whichever are greater. All insurance shall be maintained continuously during the
life of the Agreement up to the date of Final Completion and Acceptance, and at all times
thereafter when the Contractor may be correcting, removing, or replacing Defective Work in
accordance with Paragraph 13.06. The Contractor's liabilities under this Agreement shall not be
deemed limited in any way to the insurance coverage required.
B. All insurance required by the Contract Documents to be purchased and maintained by the
Contractor shall be obtained from insurance companies that are duly licensed or authorized to
issue insurance policies for the limits and coverages so required by the City of Bremerton
Insurance companies shall have a current Best's Rating of at least "A" (Excellent) general
policy holder's rating and a Class VII financial size category and shall also meet such additional
requirements and qualifications as may be provided in these General Conditions.
C. The Contractor shall furnish the Owner, with copies to each additional insured who is indicated
in these General Conditions, with certificates and original endorsements showing the type,
amount, class of operations covered, effective dates and dates of expiration of policies. All of
the policies of insurance so required to be purchased and maintained (or the certificates or other
CITY OF f3R�ME.R'fON STANDARD G�NERAL CONDITIONS
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evidence thereo� shall contain a provision or endorsement that the coverage afforded will not
be canceled, reduced in coverage, or renewal refused until at least 30 days' prior written notice
has been given to the Owner and additional insures by certified mail. All such insurance
required herein (except for worker's compensation and employer's liability) shall name the
Owner, the Engineer, and their consultants and subconsultants and their officer's, director's
agents, and employees as "additional insured" under the policies. The Contractor shall purchase
and maintain the following insurance:
1. Workers' Compensation and Employer's Liability: This insurance shall protect the
Contractor against all claims under applicable workers' compensation laws or federal acts,
including claims for injury, disease, or death of employees which, for any reason, may not
fall within the provisions of a workers' compensation law. This insurance shall include an
"all states" endorsement. In the event of a"monopolistic" state, Contractor shall certify all
employees are covered by the state fund or shall provide a separate policy providing "all
states" benefits. Employer's liability "stop gap" coverage for monopolistic states shall be
provided under either a worker's compensation policy or general liability policy. The
Contractor shall require each subcontractor similarly to provide workers' compensation
insurance for all of the latter's employees to be engaged in such work unless such employees
are covered by the protection atforded by the Contractor's workers' compensation insurance.
In case any class of employees is not protected under the workers' compensation laws, the
Contractor shall provide and shall cause each Subcontractor to provide adequate employer's
liability insurance for the protection of such of its employees as are not otherwise protected.
The Contractor and each Subcontractor shall provide a waiver of subrogation in favor of
the Owner and Engineer.
2. Comprehensive or Commercial General Liability: This insurance shall be written in
comprehensive form and shall protect the Contractor against all claims arising from injuries
to persons other than its employees or damage to property of the Owner or others arising out
of any act or omission of the Contractor or its agents, employees, or subcontractors. The
policy shall also include protection against claims insured by personal injury liability
coverage, an "owner's and contractor's protective liability" endorsement and contractual
coverage to insure the contractual liability assumed by the Contractor under the
indemnitication provisions in the General Conditions. To the extent that the Contractor's
work, or work under its direction, may require blasting, explosive conditions, or
underground operations, the comprehensive or commercial general liability coverage shall
specifically include coverage relative to blasting, explosion, collapse, and/or underground
hazards.
3. Commercial Automobile Liability: This insurance shall be written in comprehensive form
and shall protect the Contractor against all claims for injuries to members of the public and
damage to property of others arising from the use of motor vehicles, and shall cover
operation on or off the Site of all motor vehicles licensed for highway use, whether they are
owned, non-owned, or hired.
4. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability
Insurance: The Contractor shall either require each of the Subcontractors to procure and to
maintain subcontractor's public liability and property damage insurance and vehicle liability
insurance of the type and in the same amounts specified in these Supplementary Conditions
CI�I'Y OF F3REMERTON STANDARD GE:NERAL C.'ONDI �IONS
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for the Contractor or insure the activities of the Subcontractors under the Contractor's own
policies.
5. Builder's Risk: �
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a. This insurance shall be of the "all risks" type, shall be written in completed value form,
and shall protect the Contractor, Subcontractors, the Owner, and the Engineer, against
risks of damage to buildings, structures, and materials and equipment (including any
stored off-site and while in transit), Contractors' equipment, debris removal and
including demolition and contingent loss occasioned by enforcement of any applicable
legal requirements, and shall cover reasonable compensation for Engineer's services and
expenses required as a result of such insured loss. The amount of such insurance shall
be not less than the insurable value of the Work at Final Completion plus equipment.
Builder's risk insurance shall provide for losses to be payable to the Contractor and the
Owner, as their interests may appear. This insurance shall contain a provision that in
the event of payment for any loss under the coverage provided, the insurance company
shall have no rights of recovery against the Contractor, the Owner, and the Engineer.
This insurance shall insure against all risks of loss (including earthquake, flood and
collapse) and, at the option of the Owner, shall include comprehensive boiler and
machinery coverage including coverage for installation and testing.
b. If the Owner finds it necessary to occupy or use a portion or portions of the Project prior
to Substantial Completion thereof, such occupancy shall not commence prior to the time
mutually a�need to by the Owner and Contractor and to which the insurance company of
companies providing the Builder's Risk Insurance have consented by endorsement to the
policy or policies. ,
c. The limits of liability for the insurance required by Article 5 shall provide coverage for
not less than the following amounts or greater, where required by Laws and
Regulations. Limits, may be provided by a combination of primary and excess liability
policies, and then the excess or umbrella liability coverage's shall include commercial
general, comprehensive automobile, and employer's liability and shall provide coverage
at least as broad as the underlying policies.
1. Worker's Compensation:
a. State: Statutory
� b. Applicable Federal (e.g., USL&H): Statutory
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Note: If the Work called for in for the Contract Documents involves work in or
on any navigable waters, the Contractor shall provide Worker's
Compensation coverage which shall include coverage under the
Longshore and Harbor Workers' Compensation Act, the Jones Act,
Maritime Law, and any other coverage required under Federal or State
laws pertaining to workers in or on navigable waters.
c. Employer's Liability:
2. Comprehensive General Liability:
$2,000,000
CITY OF BREMERTON STANUARD GEN�RAI. CONDITIONS
� 00700-19
a. Combined Single Limit
(1) Products/Completed
(2) Personal Injury
$5,000,000 Each Occurrence
$2,000,000 Each Occurrence
$2,000,000 Each Person
b. POLICIES written on a"claims made basis" are not acceptable.
c. Policies shall include premises/operations, products, completed operations,
independent contractor's, owners and contractors protective, explosion,
collapse, underground hazard, broad form contractual, personal injury with
employment exclusion deleted, and broad form property damage.
3. Comprehensive Automobile Liability (including owned, hired, and non-owned
Vehicles):
a. Bodily Injury:
b. Property Damage:
$2,000,000 Each Claimant
$2,000,000 Each Occurrence
D. Contractor agrees to waive all rights of subrogation against the Owner, the Engineer, and
Consultants, employees, ofticers and directors, for WORK performed under Contract.
Endorsements shall be provided with certificates of insurance.
E. All policies shall also specify that the insurance provided by the Contractor will be considered
primary and not contributory to any other insurance available to the Owner or the Engineer.
F. All policies except Workers' Compensation and Builders Risk shall name the Owner, Engineer,
their consultants, subconsultants, and their officers, directors, agents and employees as
additional insured's. The Builders Risk insurance shall name the Contractor, Owner, and
Engineer as named insured's.
G. All policies shall provide for 30 days written notice prior to any cancellation or nonrenewal of
insurance policies required under Contract. "Will endeavor" and "but failure to mail such notice
shall impose no obligation or liability of any kind upon the Company, its agents, or
representatives" wording shall be deleted from certificates.
ARTICLE C�CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction. Contractor shall not be
responsible for the negligence of Owner or Engineer in the design or specification of a specific
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means, method, technique, sequence, or procedure of construction which is shown or indicated
in and expressly required by the Contract Documents.
B. At all times during the progress of the Work, Contractor shall assign a competent resident
superintendent who shall not be replaced without written notice to Owner and Engineer except
under extraordinary circumstances.
C. The Contractor's superintendent shall be present at the Site at all times while the Work is in
progress and shall be available by telephone for emergencies 24 hours per day, 7 days a week.
Failure to observe this requirement may result in a suspension of the Work by the Owner until
such time as the designated superintendent is again present, full-time, at the Site.
6.02 Labor; Working Hor�r.s
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A. Contractor shall provide competent, suitably qualified personnel to survey and lay out the
Work and perform construction as required by the Contract Documents. Contractor shall at all
times maintain, good discipline and order at the Site.
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B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all
Work at the Site shall be performed during regular working hours. Contractor will not permit
the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's written
consent (which will not be unreasonably withheld) given after prior written notice to Engineer.
The Contractor shall apply for this consent through the Engineer in writing a minimum of three
(3) working days before the holiday or overtime work is to be scheduled.
C. Except as otherwise provided in this Paragraph, the Contractor shall receive no additional
compensation for overtime work, i.e., work in excess of 8 hours in any one calendar day or 40
hours in any one calendar week. Additional compensation will be paid to the Contractor for
overtime work only in the event extra work is ordered by the Engineer and the Change Order
specifically authorizes the use of overtime work.
D. All increased costs of inspection and testing performed during overtime work by the
Contractor which is allowed solely for the convenience of the Contractor shall be borne by the
Contractor. The Owner has the authority to deduct the cost of all such inspection and testing
from any partial payments otherwise due to the Contractor.
6.03 Sen�ices, Mater•ials, and Eq��ipment
A. Unless otherwise specitied in the Contract Documents, Contractor shall provide and assume
full responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, testing, starlup, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not
specified, shall be of good quality and new, except as otherwise provided in the Contract
Documents. All special warranties and guarantees required by the Specifications shall
expressly run to the benefit of Owner. If required by Engineer, Contractor shall furnish
CITY Of= I3REML'RTON S�I'ANDARD GGNF.RAL CONDITIONS
00700-21
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satisfactory evidence (including reports of required tests) as to the source, kind, and quality of
materials and equipment. No provisions of any such documentation will be effective to assign
to the Owner, Engineer or any of their Consultants, agents or employees, any duty or authority
to supervise or direct the furnishing or performance of the Work.
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6.05
C. All materials and equipment shall be stored, applied, installed, connected, erected, protected,
used, cleaned, and conditioned in accordance with instructions of the applicable Supplier,
except as otherwise may be provided in the Contract Docurnents.
Progre.ss Schedrrle
A. Contractor shall adhere to the Progress Schedule established in accordance with Paragraph
2.07 as it may be adjusted from time to time as provided below.
1. Contractor shall submit to Engineer for acceptance (to the extent indicated in Paragraph
2.07) proposed adjustments in the Progress Schedule that will not result in changing the
Contract Times. Such adjustments will comply with any provisions of the General
Requirements applicable thereto.
2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract
Times may only be made by a Change Order.
Propo.sed S�rbstitaitions• or "Or-Eq�ral" Item
A. Whenever materials or equipment are identified on the "List of Proposed Substitutes" form
located in the Bid Forms by using the name of a proprietary item or the name of a particular
manufacturer, the naming of the item is intended to establish the type, function, and quality
required. The materials or equipment of other manufacturers may be accepted if sufficient
information is submitted by the Contractor to allow the Owner/Engineer to determine that the
material or equipment proposed is equivalent or equal to that named, subject to the following
requirements:
1. The Contractor shall fill out the bid form in Section 00300 titled "List of Proposed
Substitutes", indicating the manufacturer/model of the proposed substitute. Wherever a
proposed substitution item has not been indicated on this form by the Contractor, the
Contractor shall provide one of the material or equipment products named in the Contract
Documents and identified on the "List of Proposed Substitutes" form.
2. The burden of proof as to the type, function, and quality of any such substitution product,
material or equipment shall be upon the Contractor.
3. The Engineer will be the sole judge as to the type, function, and quality of any such
substitution and the Engineer's decision shall be final.
4. The Engineer may require the Contractor to furnish additional data about the proposed
substitution.
CITY O� BREMERTON STANDARf) GENERAL CONDITIONS
00700-22 �
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5. The Owner may require the Contractor to furnish a special perforniance guarantee or other
surety with respect to any substitution.
6. Acceptance by the Engineer of a substitution item proposed by the Contractor shall not
relieve the Contractor of the responsibility for full compliance with the Contract Documents
and for adequacy of the substitution.
7. The Contractor shall pay all costs of implementing accepted substitutions, including
redesign and changes to WORK necessary to accom�nodate the substitution.
B. The procedure for review by the Engineer will include the following:
1. Submit inaterials in accordance with this section and the General Requirements.
2. The Engineer will evaluate each proposed substitution within a reasonable period of time.
3. The Engineer witl record the time required by the Engineer in evaluating submittals for
substitutions proposed by the Contractor and in making changes by the Contractor in the
Contract Documents occasioned thereby.
C. The Contractor's submittal shall address the following factors which will be considered by the
Owner/Engineer in evaluating the proposed substitution:
1. Whether the evaluation and acceptance of the proposed substitution will prejudice the
Contractor's achievement of Substantial Completion on time.
2. Whether acceptance of the substitution for use in the WORK will require a change in any of
the Contract Documents to adapt the desigr► to the proposed substitution.
3. Whether incorporation or use of the substitution in connection with the WORK is subject to
payment of any license fee or royalty.
4. Whether all variations of the proposed substitution from the items originally specified are
identified.
5. Whether available maintenance, repair, and replacement service are indicated. The
manufacturer shall have a local service agency (within 50 miles of the site) which maintains
properly trained personnel and adequate spare parts and is able to respond and complete
repairs within 24 hours.
� 6. Whether an itemized estimate is included of all costs that will result directly or indirectly
from acceptance of such substitution, including cost of redesign and claims of other
contractors affected by the resulting change.
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7. Whether the proposed substitute item meets or exceeds the experience and/or equivalency
requirements listed in the appropriate technical specitications.
CITY OF BR�MER'I�ON S'fANDARU GFNF.RAI. CONDiI'IONS
00700-23
D. Without any increase in cost to the Owner, the Contractor shall be responsible for and pay all
costs in connection with proposed substitutions and of inspections and testing of equipment or
materials submitted for review prior to the Contractor's purchase thereof for incorporation in the
WORK, whether or not the Engineer accepts the proposed substitution or proposed equipinent
or material.
E. Submittal requirements for proposed substitutions: In addition to the general submittal
requirements indicated in the General Requirements, submittal requirements for the proposed
substitution include:
1. All deviations from the specified requirements necessitated by the proposed substitution.
2. Materials of construction, including material specifications and references.
3. Perforniance data, including performance curves and guaranteed power consumption,
over the range of specitied operating conditions.
4. Dimensional drawings, showing required access and clearances, including any changes to
the work require to accommodate the proposed substitution.
5. Where controls are a part of the proposed substitution, piping, process and
instrumentation drawings (PIDs), produced in the project format and with project specific
symbols, along with control descriptions.
6. Where controls specitied in the project manual require modification to accommodate the
proposed substitution, piping, process and instrumentation drawings (PLDs), produced in
project format and with project-specific symbols, with all required modifications clearly
highlighted.
7. Information and performance characteristics for all system components and ancillary
devices to be furnished as a part of the proposed substitution.
8. Reproducible contract drawings, marked up to illustrate the alterations to all structural,
architectural, mechanical, electrical and HVAC systems required to accommodate the
proposed substitution.
9. A list of installations of the proposed substitution indicating application, location, owner
and date of tirst use.
F. Cost of Substitution Submittal Review: Upon receipt of submittal data for the proposed
substitution, the Engineer will estimate the cost of evaluating the request and present the
estimate to the Contractor. The Contractor is advised that the estimate is based upon the best
information available to the Engineer at the time; however, the actual cost, based on time and
expense, will be documented and applied in the tinal analysis of the substitution request. If the
Contractor wishes to proceed with the request he shall advise the Engineer in writing and
submit sufticient additional information as may be requested by the Engineer. No evaluation
will take place until such time as the Contractor has agreed to the estimate in writing and has
CI I Y Of 13R�.M�.RTON S I ANDARU (;GN�:RAL CONDI'f10NS
00700-24 �
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authorized the Engineer to deduct the cost of the evaluation from monthly progress payments
due the Contractor.
G. Whenever materials or equipment are identified in the Contract Documents but are not listed on
the "List of Proposed Substitutes" form by using the name of a proprietary item or the name of
a particular manufacturer, the naming of the item is intended to establish the type, function, and
quality required. If the name is followed by the words "or equal" indicating that a substitution
is permitted, materials or equipment of other manufacturers may be accepted if sufficient
information is submitted by the Contractor to allow the Engineer to determine that the material
or equipment proposed is equivalent or equal to that named as part of the standard submittal
process.
� 6.06 Concerning Subcontractors, Suppliers, and Others
A. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity (inciuding
� those acceptable to Owner as indicated in Paragraph 6.06.B), whether initially or as a
replacement, against whom Owner may have reasonable objection. Contractor shall not be
required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
� perform any of the Work against whom Contractor has reasonable objection. The Contractor
shall perform not less than 30 percent of the WORK with its own forces (i.e., without
� subcontracting). The 30 percent requirements shall apply to the Contract Price less the values of
Owner-assigned contracts and allowance in the Bid for pre-negotiated Work.
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B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or
other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a
specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a
list thereof in accordance with the Supplementary Conditions, Owner's acceptance (either in
writing or by failing to make written objection thereto by the date indicated for acceptance or
objection in the Bidding Documents or the Contract Documents) of any such Subcontractor,
Supplier, or other individual or entity so identified may be revoked on the basis of reasonable
objection after due investigation. Contractor shall submit an acceptable replacement for the
rejected Subcontractor, Supplier, or other individual or entity, and the Contract Price will be
adjusted by the difference in the cost occasioned by such replacement, and an appropriate
Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or
other individual or entity, whether initially or as a replacement, shall constitute a waiver of any
right of Owner or Engineer to reject defective Work.
C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the
Contract Documents:
1. Shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between Owner or Engineer and any such Subcontractor,
Supplier or other individual or entity; nor
CITY OF BREMf-�I2'�ON STANDARD GENERnL CONDITIONS
� 00700-25
2. Shall create any obligation on the part of Owner or Engineer to pay or to see to the payment
of any moneys due any such Subcontractor, Supplier, or other individual or entity except as
may otherwise be required by Laws and Regulations.
6.07
D. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
E. Contractor shall require all Subcontractors, Suppliers, and such other individuals or entities
performing or furnishing any of the Work to communicate with Engineer through Contractor.
F. The divisions and sections of the Specifications and the identifications of any Drawings shall
not control Contractor in dividing the Work among Subcontractors or Suppliers or delineating
the Work to be performed by any specific trade.
G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract
Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a
Subcontractor or Supplier who is listed as a loss payee on the property insurance provided in
Paragraph 5.06, the agreement between the Contractor and the Subcontractor or Supplier will
contain provisions whereby the Subcontractor or Supplier waives all rights against Owner,
Contractor, Engineer, and all other individuals or entities identified in the Supplementary
Conditions to be listed as insureds or loss payees (and the officers, directors, members, partners,
employees, agents, consultants, and subcontractors of each and any of them) for all losses and
damages caused by, arising out of, relating to, or resulting from any of the perils or causes of
loss covered by such policies and any other property insurance applicable to the Work. If the
insurers on any such policies require separate waiver forms to be signed by any Subcontractor
or Supplier, Contractor will obtain the same.
Patent Fee.s and Royalties
A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a
particular invention, design, process, product, or device is specified in the Contract Documents
for use in the performance of the Work and if, to the actual knowledge of Owner or Engineer,
its use is subject to patent rights or copyrights calling for the payment of any license fee or
royalty to others, the existence of such rights shall be disclosed by Owner in the Contract
Documents.
B. Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors,
members, partners, employees, agents, consultants and subcontractors of each and any of them
from and against all claims, costs, losses, and damages (including but not limited to all fees and
charges of engineers, architects, attorneys, and other professionals and all court or arbitration or
other dispute resolution costs) arising out of or relating to any infringement of patent rights or
copyrights incident to the use in the performance of the Work or resulting from the
CITY OF BREMERTON STANDARD G6NERAL CONDITIONS
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incorporation in the Work of any invention, design, process, product, or device not specified in
the Contract Documents.
6.08 Permits
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A. The Contractor shall obtain and pay for all construction permits and licenses from the agencies
having jurisdiction, including the furnishing of insurance and bonds if required by such
agencies, EXCEPT those listed in Paragraph 6.08B, below to be paid for by the Owner. The
enforcement of such requirements shall not be the basis for claims for additional compensation
by Contractor. When necessary, the Owner will assist the Contractor in obtaining such permits
and licenses. The Contractor shall pay all governmental charges and inspection fees necessary
for the prosecution of the WORK which are applicable at the time of opening of Bids.
B. The Owner will make application for and pay all fees for the City of Bremerton building permit
including structural, mechanical, plumbing, and fire protection. The Contractor shall be
required to obtain the permit at City offices.
C. The Contractor shall be responsible for obtaining and paying for any and all remaining permits,
licenses and approvals which are necessary and incidental to his operation in performance of the
WORK, and for giving notices required by such permits and licenses. A copy of each permit
and license shall be furnished to the Engineer upon request. The Contractor shall comply with
any and all requirements contained in all permits, licenses, and approvals which pertain to the
WORK or any portion thereof as if the same were stated herein. -
D. The Contractor shall be responsible for complying with the requirements of all permits related
to the WORK, including such permits, licenses and regulatory approvals obtained by the Owner
for the work. Owner-obtained permits and regulatory approvals, if any, are appended to the
Contract Documents.
Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for
monitoring Contractor's compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.03.
C. Changes in Laws or Regulations not knowable at the time of opening of Bids (or, on the
Effective Date of the Ageement if there were no Bids) having an effect on the cost or time of
performance of the Work shall be the subject of an adjustment in Contract Price or Contract
Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or
CITY OF BREMER"('ON STANDARD GENERAL CONDiTIONS
� 00700-27
extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph
10.05.
6.10 Taxes
A. The Contractor shall collect from the Owner and remit to the state, retail sales tax as required by
the laws, statutes, and regulations of the State of Washington and its political subdivisions. The
Owner will claim any exemption from retail sales tax authorized by law. The Contractor shall
pay all other federal, state, and local sales, use, and other taxes applicable to the WORK and the
Contractor's activities under the Agreement.
B. The Contractor shall have an active City of Bremerton Business License and shall pay to the
City under said license all applicable City business and occupation (B&O) taxes. B&O taxes
shall be paid when due and Contractor shall a�nee to assign any payments due to the City Clerk
for payment of such taxes which have been declared delinquent.
C. The Contractor shall withhold and pay any and all sales and use taxes and all withholding taxes,
whether state or federal, and pay all Social Security charges arid also all State Unemployment
Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes,
charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or
withheld under any laws.
6.11 1se of �Site and Other• Ar•eas
A. Limitation on Use of Site and Other Areas:
The Contractor shall confine construction equipment, the storage of materials and
equipment, and the operations of workers to the Site, the land and areas identified in and
permitted by the Contract Documents, and the other land and areas permitted by Laws and
Regulations, rights-of-way, permits, and easements. The Contractor shall assume full
liability and responsibility for any damage to any such land or area, or to the owner or
occupant thereof or of any land or areas contiguous thereto, resulting from the performance
of the Work.
2. Should any claim be made against the Owner or the Engineer by any such owner or
occupant because of the performance of the Work, the Contractor shall promptly settle with
such other party by negotiation, agreement or otherwise resolve the claim by arbitration or
at law, at the Contractor's sole liability and expense.
3. The Contractor's indemnification obligations for all claims and liability, arising directly,
indirectly, or consequentially out of any action, legal or equitable, brought by any such
owner or occupant against the Owner, the Engineer, their consultants, subconsultants, and
the off cers, directors, employees and agents of each and any of them to the extent caused by
or based upon the Contractor's performance of the WORK shall be in accordance with
Paragraph 6.20 of the Supplementary Conditions.
B. Removul of Debri.s D�rring Perf'ormance of /he Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
CITY OF BRF.MGRTON ST'ANDARD GF'NERAI.. CONDI'I�IONS �
00700-28
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rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Cleaning: Prior to Substantial Completion of the Work Contractor shall clean the Site and the
� Work and make it ready for utilization by Owner. At the completion of the Work Contractor
shall remove from the Site all tools, appliances, construction equipment and machinery, and
, surplus materials and shall restore to original condition all property not designated for alteration
by the Contract Documents.
� D. Loacling Str7ictt�res: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
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6.12 Recor�l Docrcment.s
A. Contractor shall maintain in a safe place at the Site one record copy of all Drawings,
Specifications, Addenda, Change Orders, Work Change Directives, Field Orders, and written
interpretations and clarifications in good order and annotated to show changes made during
construction. T'hese record documents together with all approved Samples and a counterpart of
all approved Shop Drawings will be available to Engineer for reference. Upon completion of
the Work, these record documents, Samples, and Shop Drawings will be delivered to Engineer
for Owner. The Contractor's pay requests shall not be considered payable unless the field record
drawings are current as required by the contract documents.
� 6.13 Saf'ety and Protection
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A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. All persons on the Site or who may be affected by the Work;
2. All the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. Other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
� pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
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B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their properiy.
CITY OI= BRtMERTOti STANI�ARD GI:NERAL CONDITIONS
U0700-29
C. Contractor shall inform Owner and Engineer of the specific requirements of Contractor's safety
program with which Owner's and Engineer's employees and representatives must comply while
at the Site.
6.14
6.15
6.16
D. All damage, injury, or loss to any property referred to in Paragraph 6.13.A.2 or 6.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
T'he City Reserves the right to replace damaged items at the Contractor's expense if the City
determines that time is of the essence.
E. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and Engineer has issued a notice to Owner and
Contractor in accordance with Paragraph 14.07.B that the Work is acceptable (except as
otherwise expressly provided in connection with Substantial Completion).
Safery Representative
A. Contractor shall designate a qualified and experienced competent person at the site whose
duties and responsibilities shall include, enforcing State of Washington — WISHA regulations
regarding excavations, preventing accidents, and maintaining and supervising construction site
health and safety precautions and programs.
Hazard Comm�inication Prograrn.s
A. Contractor shall be responsible for coordinating any exchange of material safety data sheets or
other hazard communication information required to be made available to or exchanged
between or among employers at the Site in accordance with Laws or Regulations.
Emergencie.s
A. In emergencies affecting the safety or protection of persons or the Work or properiy at the Site
or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give Engineer prompt written notice if Contractor believes that any significant
changes in the Work or variations from the Contract Documents have been caused thereby or
are required as a result thereof. If Engineer determines that a change in the Contract Documents
is required because of the action taken by Contractor in response to such an emergency, a Work
Change Directive or Change Order will be issued. -
6.17 S7rbmittul.s
A. Contractor shall submit Shop Drawings and Samples to Engineer for review in accordance with
the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as Engineer may require.
1. Shop Drawir�gs:
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CITY OF BREMER"fON
Submit number of copies specified in the General Conditions.
STANDARD GENGRAL CONDI'fIONS
00700-30
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� b. Data shown on the Shop Drawings will be complete with respect to quantities,
dimensions, specified performance and design criteria, materials, and similar data to
show Engineer the services, materials, and equipment Contractor proposes to provide
� and to enable Engineer to review the information for the limited purposes required by
Paragraph 6.17.D.
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2. Sumples:
a. Submit number of Samples specified in the Specifications.
b. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog
numbers, the use for which intended and other data as Engineer may require to enable
Engineer to review the submittal for the limited purposes required by Paragraph 6.17.D.
B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of
1 Submittals, any related Work performed prior to Engineer's review of the pertinent submittal
will be at the sole expense and responsibility of Contractor.
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C. S�ibmittaJ Pf 'OCG'L�7lYE'S':
1. Before submitting each Shop Drawing or Sample, Contractor shall have:
a. Reviewed and coordinated each Shop Drawing or Sample with other Shop Drawings
and Samples and with the requirements of the Work and the Contract Documents;
b. Determined and verified all field measurements, quantities, dimensions, specified
performance and design criteria, installation requirements, materials, catalog nuinbers,
and similar information with respect thereto; ,
c. Determined and verified the suitability of all materials offered with respect to the
' indicated application, fabrication, shipping, handling, storage, assembly, and installation
pertaining to the performance of the Work; and
, d. Determined and verified all infonnation relative to Contractor's responsibilities for
means, methods, techniques, sequences, and procedures of construction, and safety
precautions and programs incident thereto.
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2. Each submittal shall bear a stamp or specific written certification that Contractor has
satisfied Contractor's obligations under the Contract Documents with respect to
Contractor's review and approval of that submittal.
3. With each submittal, Contractor shall give Engineer specific written notice of any variations
that the Shop Drawing or Sample may have from the requirements of the Contcact
Documents. This notice shall be both a written communication separate from the Shop
Drawings or Sample submittal; and, in addition, by a specitic notation made on each Shop
Drawing or Sample submitted to Engineer for review and approval of each such variation.
D. Ef�gineer-'s• Revieil�:
CITY OF' BR�:M�R fUN S'I'ANllAKU GENERAL CONI�I'l IOVS
00700-3 I
1. Engineer will provide timely review of Shop Drawings and Samples in accordance with the
Schedule of Submittals acceptable to Engineer. Engineer's review and approval will be only
to determine if the items covered by the submittals will, after installation or incorporation in
the Work, conform to the information given in the Contract Documents and be compatible
with the design concept of the completed Project as a functioning whole as indicated by the
Contract Documents.
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2. Engineer's review will not extend to means, inethods, techniques, sequences, or procedures
of construction (except where a, particular means, method, technique, sequence, or
procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and approval
of a separate item as such will not indicate approval of the assembly in which the item
functions.
3. Engineer's review shall not relieve Contractor from responsibility for any variation from the
requirements of the Contract Documents unless Contractor has complied with the
requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such
variation by specific written notation thereof incorporated in or accompanying the Shop
Drawing or Sample. Engineer's review and approval shall not relieve Contractor from
responsibility for complying with the requirements of Paragraph 6.17.C.1.
E. Res�thmittal Pr•ocedr�res:
1. Contractor shall make corrections required by Engineer and shall return the required
number of corrected copies of Shop Drawings and submit, as required, new Samples for
review and approval. Contractor shall direct specific attention in writing to revisions other
than the corrections called for by Engineer on previous submittals.
Contin�rir�g the Work
A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or
disa�� with Owner. No Work shall be delayed or postponed pending resolution of any
disputes or disa��reements, except as permitted by Paragraph 15.04 or as Owner and Contractor
may otherwise agree in writing.
Contractor's General Warr•anry und Griarantee
A. Contractor warrants and guarantees to Owner that all Work will be in accordance with the
Contract Documents and will not be defective. Engineer and its officers, directors, members,
partners, employees, agents, consultants, and subcontractors shall be entitled to rely on
representation of Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. Abuse, modification, or improper maintenance or operation by persons other than
Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor
is responsible; or
2. Normal wear and tear under normal usage.
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C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that
is not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
l. Observations by Engineer, or Resident Project Representative
2. Recommendation by Engineer or payment by Owner of any progress or final
payment;
3. The issuance of a certificate of Substantial Completion by Engineer or any payment related
thereto by Owner;
4. Use or occupancy of the Work or any part thereof by Owner;
5. Any review and approval of a Shop Drawing or Sample submittal or the issuance of a notice
of acceptability by Engineer;
6. Any inspection, test, or approval by others; or
7. Any correction of defective Work by Owner.
8. Owner's routine operation and maintenance after Substantial Completion is attained.
6.20 Indemnifrcalion
A. The Contractor shall indemnify, defend, and hold harmless the Owner, the Engineer, their
consultants, subconsultants, and the officers, directors, employees, and agents of each and any
of them, against and from all claims and liability arising under, by reason of, related, or
incidental to the Contract Documents or any performance of the Work, but not from the sole
negligence or willful misconduct of the Owner and/or the Engineer. Such indemnitication by
the Contractor shall include, but not be limited to, the following:
' 1. Liability or claims resulting directly or indirectly from the negligence or carelessness of the
Contractor, its employees, or agents in the performance of the Work, or in guarding or
maintaining the same, or from any improper materials, implements, or appliances used in its
' construction, or by or on account of any act or omission of the Contractor, its employees, or
agents;
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2. Liability or claims arising directly or indirectly from bodily injury, occupational sickness or
disease, or death of the Contractor's, Subcontractor's, or Supplier's own employees, or
agents engaged in the Work resulting in actions brought by or on behalf of such employees
against the Owner and/or the Engineer;
3. Liability or claims arising directly or indirectly from or based on the violation of any Laws
or Regulations, whether by the Contractor, its employees, or agents;
4. Liability or claims arising directly or indirectly from the use or manufacture by the
Contractor, its employees, or agents in the performance of this Agreement of any
CITY OI-� BRfMGRTON STANDARD C;ENEI2AL CONDITlO�1S
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copyrighted or uncopyrighted composition, secret process, patented or unpatented
invention, article, or appliance, unless otherwise specifically stipulated in this Agreement;
5. Liability or claims arising directly or indirectly from the breach of any warranties, whether
express or implied, made to the Owner and/or Engineer or any other parties by the
Contractor, its employees, or agents;
6. Liability or claims arising directly or indirectly from the willful misconduct of the
Contractor, its employees, or agents;
7. Liability or claims arising directly or indirectly from any breach of the obligations assumed
in this Agreement by the Contractor;
8. Liability or claims arising directly or indirectly from, relating to, or resulting from a
hazardous condition created by the Contractor, Subcontractors, Suppliers, or any of their
employees or agents, and;
9. Liability or claims arising directly, or indirectly, or consequentially out of any action, legal
or equitable, brought against the Owner, the Engineer, their consultants, subconsultants, and
the ofticers, directors, employees and agents of each or any of them, to the extent caused by
the Contractor's use of any premises acquired by permits, rights of way, or easements, the
Site, or any land or areas contiguous thereto or its performance of the Work thereon.
B. The Contractor shall reimburse the Owner and the Engineer for all costs and expenses,
(including but not limited to fees and charges of engineers, architects, attorneys, and other
professionals and court costs including all costs of appeals) incurred by said Owner and
Engineer in enforcing the provisions of this Paragraph 6.20.
C. The indemnification obligation under this Paragraph 6.20 shall not be limited in any way by any
limitation on the amount or type of insurance carried by Contractor or by the amount or type of
damages, compensation, or benefits payable by or for the Contractor or any Subcontractor or
other person or organization under workers' compensation acts, disability benefit acts, or other
employee benefit acts.
D. The Contractor and Owner acknowledge and agree that the Contractor's immunity under
industrial insurance, Title 51 RCW, is expressly waived by this Contract, and that all of the
provisions of this Paragraph 6.20, including said waiver of immunity were mutually negotiated
by them in accordance with the requirements of RCW 4.24.115.
6.21 Delegation of Pr•ofe.s DC' .sign Sefvices
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
tecluiiques, sequences and procedures. Contractor shall not be required to provide professional
services in violation of applicable law.
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B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents,
Owner and Engineer will specify all performance and design criteria that such services must
satisfy. Contractor shall cause such services or certifications to be provided by a properly
licensed professional, whose signature and seal shall appear on all drawings, calculations,
specifications, certifications, Shop Drawings and other submittals prepared by such
professional. Shop Drawings and other submittals related to the Work designed or certified by
such professional, if prepared by others, shall bear such professional's written approval when
submitted to Engineer.
C. Owner and Engineer shall be entitled to rely upon the adequacy, accuracy and completeness of
the services, certifications or approvals performed by such design professionals, provided
Owner and Engineer have specif ed to Contractor all performance and design criteria that such
services must satisfy.
� D. Pursuant to this Paragraph 6.21, Engineer's review and approval of design calculations and
design drawings will be only for the limited purpose of checking for conformance with
performance and desi�m criteria given and the design concept expressed in the Contract
' Documents. Engineer's review of Shop Drawings and other submittals (except design
calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1.
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E. Contractor shall not be responsible for the adequacy of the performance or design criteria
required by the Contract Documents. �
ARTICLE 7— OTHER WORK AT THE SITE
7.01 Relatecl Work at Site
A. Owner may perform other work related to the Project at the Site with Owner's employees, or
through other direct contracts therefor, or have other work performed by utility owners. If such
other work is not noted in the Contract Documents, then:
1. Written notice thereof will be given to Contractor prior to starting any such other work; and
2. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if
any, of any adjustment in the Contract Price or Contract Times that should be allowed as a
result of such other work, a Claim may be made therefor as provided in Paragraph 10.05.
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and Owner, if Owner is performing other work with Owner's employees, proper and
safe access to the Site, provide a reasonable opportunity for the introduction and storage of
materials and equipment and the execution of such other work, and properly coordinate the
Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be
required to properly connect or otherwise make its several parts come together and properly
integrate with such other work. Contractor shall not endanger any work of others by cutting,
excavating, or otherwise altering such work; provided, however, that Contractor may cut or
alter others' work with the written consent of Engineer and the others whose work will be
affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of
CITY OF BRF.MGRTON S"�ANDnRD GGNERAL CONDITIONS
� 00700-35
such utility owners and other contractors to the extent that there are comparable provisions for
the benefit of Contractor in said direct contracts between Owner and such utility owners and
other contractors.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to Engineer in writing any delays, defects, or deficiencies in such other work that render
it unavailable or unsuitable for the proper execution and results of Contractor's Work.
Contractor's failure to so report will constitute an acceptance of such other work as tit and
proper for integration with Contractor's Work except for latent defects and deficiencies in such
other work.
D. Additional requirements for coordination between the Contractor, other contractors and the
Owner's forces are set forth in Division 1— General Requirements.
7.02 Coor-dinaJion
A. If Owner intends to contract with others for the performance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
1. The individual or entity who will have authority and responsibility for coordination of the
� activities among the various contractors will be identified;
2. The specific matters to be covered by such authority and responsibility will be itemized; and
3. The extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority
and responsibility for such coordination.
C. The Contractor shall coordinate its Work with that of the Owner's forces and others as required
in Division 1— General Requirements.
7.03 Legal Relationships
A. Paragraphs 7.O 1.A and 7.02 are not applicable for utilities not under the control of Owner.
B. Each other direct contract of Owner under Paragraph 7.O1.A shall provide that the other
contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs
incurred by Contractor as a result of the other contractor's wrongful actions or inactions.
C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for
the reasonable direct delay and disruption costs incurred by such other contractor as a result of
Contractor's action or inactions.
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ARTICLE 8 — OWNER'S RESPONSIBILITIES
8.01 Commzmrcutions ro Co�rtYUctoy
A. E�:cept as otherwise provided in these General Conditions, Owner shall issue all
communications to Contractor through Engineer.
� 8.02 Replucement of �Engineer
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A. In case of Replacement of Engineer, Owner shall appoint an engineer whose status under the
Contract Documents shall be that of the former Engineer.
8.03 F�irni.sla Duta
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A. Owner shall promptly furnish the data required of Owner under the Contract Documents.
Puy When D�re
A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0
and 14.07.C.
Lai��1s and Ea.sement.s; Repor•t.s ancl Tests
A. Owner's duties with respect to providing lands and easements and providing engineering
surveys to establish reference points are set forth in Para�naphs•4.01 and 4.05. Paxa�•aph 4.02
refers to Owner's identifying and making available to Contractor copies of reports of
explorations and tests of subsurface conditions and drawings of physical conditions relating to
existing surface or subsurface structures at the Site. .
8.06 Insrcrance
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A. Owner's responsibilities, if any, with respect to purchasing and maintaining insurance are set
forth in Article 5.
Change Or-def s
A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03.
Inspections, Te.st.s, und Appr°oval.s
A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in
Paragraph 13.03.B.
Limitation.s on O►vrter's Re.spons•ibilities
A. The Owner shall not supervise, direct, or have control or authority over, nor be responsible for,
� Contractor's means, methods, techniques, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Re��zlations applicable to the performance of the Work. Owner will not be responsible for
� Contractor's failure to perform the Work in accordance with the Contract Documents.
CI�I'Y OF E3R�Mk�RTON STANDARU GENf:RAL CO�IDI I�IONS
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8.10 Uncli.rclose�l Ha�ardotis Environmer�tal Conilitron
A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set
forth in Para�naph 4.06.
8.11 Compliance ia�ith Sufety Progrurn
A. While at the Site, Owner's employees and representatives shall comply with the specific
applicable requirements of Contractor's safety programs of which Owner has been informed
pursuant to Paragraph 6.13.C.
ARTICLE 9— ENGINEER'S STATUS DURING CONSTRUCTION
9.01 ��ner's Rept�esentative
A. Engineer will be Owner's representative during the construction period. The duties and
responsibilities and the limitations of authority of Engineer as Owner's representative during
construction are set forth in the Contract Documents.
9.02 Vi.sit.s to Site
A. Engineer will make visits to the Site at intervals appropriate to the various stages of
construction as Engineer deems necessary in order to observe as an experienced and qualified
design professional the progress that has been made and the quality of the various aspects of
Contractor's executed Work. Based on information obtained during such visits and
observations, Engineer, for the benefit of Owner, will determine, in general, if the Work is
proceeding in accordancz with the Contract Documents. Engineer will not be required to make
erhaustive or continuous inspections on the Site to check the quality or quantity of the Work.
Engineer's efforts will be directed toward providing for Owner a greater de�nee of confidence
that the completed Work will conform generally to the Contract Documents. On the basis of
such visits and observations, Engineer will keep Owner informed of the progress of the Work
and will endeavor to guard Owner against defective Work.
B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and
responsibility set forth in Para�aph 9.09. Particularly, but without limitation, during or as a
result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise,
direct, control, or have authority over or be responsible for Contractor's means, methods,
techniques, sequences, or procedures of construction, or the safety precautions and programs
incident thereto, or for any failure of Contractor to comply with Laws and Regulations
applicable to the performance of the Work.
9.03 Res •ident Project Repr
A. General: The Resident Project Representative (RPR) will act as directed by and under the
supervision of the Engineer's Project Manager and will confer with the Engineer and Engineer's
Project Manager regarding his actions. The Resident Project Representative's dealings in
matters pertaining to the on-site Work shall, in general, be only with the Engineer and the
Contractor, and dealings with Subcontractors shall be exclusively through the Contractor.
Wi communication with the Owner will be only through or as directed by the Engineer.
CITY OP BREMC:RTON STANDARD GENI�RAI, C()NUI I'1()NS
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9.04 Alithorize�l Variations in Work
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A. The Engineer may authorize variations in the Work from the requirements of the Contract
Documents. These may be accomplished by a Work Change Directive and will require the
Contractor to perform the Work involved in a manner that minimizes the impact to the Work
and the Contract Times. If the Contractor believes that a Work Change Directive justities an
increase in the Contract Price or an extension of the Contract Times, the Contractor shall
promptly notify the Engineer as required in the relevant Sections of Division 1— General
Requirements.
Rejecting Def'ective Work
A. Engineer will have authority to reject Work which Engineer believes to be defective, or that
Engineer believes will not produce a completed Project that conforms to the Contract
Documents or that will prejudice the integrity of the design concept of the completed Project as
a functioning whole as indicated by the Contract Documents. Engineer will also have authority
to require special inspection or testing of the Work as provided in Paragraph 13.04, whether or
not the Work is fabricated, installed, or completed.
S��bmittals, Chunge Order.s and Payment.s
A. In connection with Engineer's authority, and limitations thereof, as to Submittals, see Paragraph
6.17. �
B. In connection with Engineer's authority, and limitations thereof, as to design calculations and
design drawings submitted in response to a delegation of professional design services, if any,
see Paragraph 6.21.
C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. •
D. In connection with Engineer's authority as to Applications for Payment, see Article 14.
Determinations fc�r TJnit Price Work
A. Engineer will determine the actual quantities and classifications of Unit Price Work performed
by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations
on such matters before rendering a written decision thereon (by recommendation of an
Application for Payment or otherwise). Engineer's written decision thereon will be final and
binding (except as modified by Engineer to reflect changed factual conditions or more accurate
data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05.
Deci.sions on Reqziirements of Cvntract Doci�ments and Acceptabiliry of�Work
A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge
of the acceptability of the Work thereunder. All matters in question and other matters between
Owner and Contractor arising prior to the date final payment is due relating to the acceptability
of the Work, and the interpretation of the requirements of the Contract Documents pertaining to
the performance of the Work, will be referred initially to Engineer in writing within 14 days of
the event giving rise to the question.
CITY OF [3RGMERTON STANDARD GI=NERA1. CONDITIONS
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B. Engineer will, within 14 days, render a written decision on the issue referred. If Owner � or
Contractor believes that any such decision entitles them to an adjustment in the Contract Price
or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of
Engineer's decision shall be the date of the event giving rise to the issues referenced for the
purposes of Paragraph 10.O5.B.
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C. Engineer's written decision on the issue referred will be final and binding on Owner and
Contractor, subject to the provisions of Paragraph 10.05.
Limitation.s on Engineer•'s Airthority and Responsibilizies
A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision
of the Contract Documents nor any decision made by Engineer in good faith either to exercise
or not exercise such authority or responsibility or the undertaking, exercise, or performance of
any authority or responsibility by Engineer shall create, impose, or give rise to any duty in
contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier,
any other individual or entity, or to any surety for or employee or agent of any of them.
B. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor,
any Supplier, or of any other individual or entity performing any of the Work.
C. Engineer's review of the final Application for Payment and accompanying documentation and
all maintenance and operating instructions, schedules, guarantees, bonds, certificates of
inspection, tests and approvals, and other documentation required to be delivered by Paragraph
14.07.A will only be to determine generally that their content complies with the requirements
of, and in the case of certificates of inspections, tests, and approvals that the results certified
indicate compliance with, the Contract Documents.
D. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also
apply to the Resident Project Representative, if any, and assistants, if any.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS
10.01 A��thor-ized Changes irr the Wor-k
A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or
from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a
Work Change Directive. Upon receipt of any such document, Contractor shall promptly
proceed with the Work involved which will be performed under the applicable conditions of the
Contract Documents (except as otherwise specifically provided).
B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if
any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed
as a result of a Work Change Directive, a Claim may be made therefor as provided in Para�•aph
10.05.
C. If the Owner and Contractor agree as to the extent, if any, of an increase or decrease in the
Contract Price, or an extension or shortening of the Contract Times that should be allowed as a
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result of a Work Change Directive, the Contractor shall proceed so as to minimize the irnpact
on and delays to the Work pending the issuance of a Change Order.
D. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is
named in the Contract Documents to cover such eliminated work, the price of the eliminated
work shall be agreed upon by the Owner and the Contractor by Change Order.
10.02 Unu7rthorized Change,s in the Work
� A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the
Contract Tiines with respect to any work performed that is not required by the Contract
Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in
r the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as
provided in Paragraph 13.04.D.
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10.03 E.xec�ition of Change Order.s
A. Owner and Contractor shall execute appropriate Change Orders recormnended by Engineer
covermg:
I. Changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.O1.A, (ii)
� required because of acceptance of defective Work under Paragraph 13.08.A or Owner's
correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
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2. Changes in the Contract Price or Contract Times which are agreed to by the parties,
including any undisputed sum or amount of time for Work actually performed in
accordance with a Work Change Directive; and �
3. Changes in the Contract Price or Contract Times which embody the substance of any
written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of
executing any such Change Order, an appeal may be taken from any such decision in
accordance with the provisions of the Contract Documents and applicable Laws and
Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to
the Progress Schedule as provided in Paragraph 6.18.A.
10.04 Noti�cation to Sure.ry
A. If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not
limited to, Contract Price or Contract Times), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any
such change.
10.05 Claims
A. Enginecr•'.s Decision Reqriired: All Claims, except those waived pursuant to Paragraph 14.09,
shall be referred to the Engineer for decision. A decision by Engineer shall be required as a
condition precedent to any exercise by Owner or Contractor of any rights or remedies either
CITY Of f3REM�RTON SIANDARD GEhERAI. C'ONUfTIONS
� 00700141
may otherwise have under the Contract Documents or by Laws and Regulations in respect of
such Claims.
B. No�ice: Written notice stating the general nature of each Claim, dispute, or other matter shall be
delivered by the Contractor or Owner to the other promptly (but no later than 14 days) after the
start of the event giving rise thereto. Notice of the specific amount or extent of the Claim,
dispute, or other matter with supporting data shall be delivered to the Engineer within 21 days
after the start of such event (unless Engineer allows additional time for claimant to submit
additional or more accurate data in support of such Claim, dispute, or other matter). A claim
for an adjustment in Contract Price shall be prepared in accordance with the provisions of
paragraph 12.01. A claim for an adjustment in Contract Time shall be prepared in accordance
with the provisions of paragraph 12.02. Each Claim shall be accompanied by Contractor's or
Owner's written statement that the adjustment claimed is the entirc adj�i.stment to which the
Contractor believes it is entitled as a result of said event and covers all umorints (whether direct,
indirect or consequential). The recipient of the claim shall submit its response to the claimant
within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional
time).
C. Er�gineer-'s Actio�a: Engineer will review each Claim and, within 30 days after receipt of the last
submittal of the claimant or the last submittal of the opposing party, if any, take one of the
following actions in writing:
1. Deny the Claim in whole or in part;
2. Approve the Claiin; or
3. Notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole
discretion, it would be inappropriate for the Engineer to do so. For purposes of further
resolution of the Claim, such notice shall be deetned a denial.
D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall
be deemed denied.
E. Engineer's written action under Paragraph 10.O5.0 or denial pursuant to Paragraphs 10.05.C.3
or 10.O5.D will be final and binding upon Owner and Contractor, unless Owner or Contractor
invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or
denial.
F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted
in accordance with this Paragraph 10.05.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK
1 l.Ol Cost. of rhe Work
A. Cosr.s Incl�rcled: The term Cost of the Work means the sum of all costs, except those excluded
in Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of
the Work. When the value of any Work covered by a Change Order or when a Claim for an
adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be
CITY O� BIZ�:MERTUN STANDARD GEN[:FZAL CONDI f70NS
00700-42 �
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reimbursed to Contractor will be only those additional or incremental costs required because of
� the change in the Work or because of the event giving rise to the Claim. Except as otherwise
may be agreed to in writing by Owner, such costs shall be in amounts no higher than those
� prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph
11.O1.B, and shall include only the following items:
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l. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications ageed upon by Owner and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall
include social security contributions, unemployment, excise, and payroll taxes, workers'
compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay
applicable thereto. The expenses of performing Work outside of regular working hours, on
Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized
by Owner.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with
Contractor with which to make payments, in which case the cash discounts shall accrue to
Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials
and equipment shall accrue to Owner, and Contractor shall make provisions so that they
may be obtained.
3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable
to Owner and Contractor and shall deliver such bids to Owner, who will then determine,
with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract
provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the
Subcontractor's Cost of the Work and fee shall be determined in the same manner as
Contractor's Cost of the Work and fee as provided in this Paragraph 11.01.
4. Costs of special consultants (including but not limited to engineers, architects, testing
' laboratories, surveyors, attorneys, and accountants) employed for services specifically
related to the Work.
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5. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
CITY Of BREMERTON STANDnRD GF,NERAL CONDITIONS
� 00700�3
c. Rentals of all construction equipment and machinery, and the parts thereof whether
rented from Contractor or others in accordance with rental agreements approved by
Owner with the advice of Engineer, and the costs of transportation, loading, unloading,
assembly, dismantling, and removal thereof. All such costs shall be in accordance with
the terms of said rental agreements. The rental of any such equipment, machinery, or
parts shall cease when the use thereof is no longer necessary for the Work.
d. Sales, consuiner, use, and other similar taxes related to the Work, and for which
Contractor is liable, as imposed by Laws and Regulations.
e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them
may be liable, and royalty payments and fees for permits and licenses.
f. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work (except losses and damages within the deductible amounts of
properiy insurance established in accordance with Paragraph 5.06.D), provided such
losses and damages have resulted from causes other than the negligence of Contractor,
any Subcontractor, or anyone directly or indirectly employed by any of them or for
whose acts any of them may be liable. Such losses shall include settlements made with
the written consent and approval of Owner. No such losses, damages, and expenses
shall be included in the Cost of the Work for the purpose of determining Contractor's
fee.
g. The cost of utilities, fuel, and sanitary facilities at the Site.
h. Minor expenses such as telegrams, long distance telephone calls, telephone service at
the Site, express and courier services, and similar petty cash items in connection with
the Work.
The costs of premiums for all bonds and insurance Contractor is required by the
Contract Documents to purchase and maintain.
B. Co.sts E.rchided.• The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's ofticers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph l 1.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
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3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or
indirectly employed by any of them or for whose acts any of them may be liable, including
but not limited to, the correction of defective Work, disposal of materials or equipment
wrongly supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind and the costs of any item not
specifically and expressly included in Paragraphs 11.O1.A.
C. Co�tr•actor's• Fee.• When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order or when a Claim for an adjustment in Contract Price is determined on the basis
of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C.
D. Doc�rmentatiof�: Whenever the Cost of the Work for any purpose is to be determined pursuant
to Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to
Engineer an itemized cost breakdown together with supporting data.
11.02 Allowance.s
A. It is understood that Contractor has included in the Contract Price all allowances so named in
, the Contract Documents and shall cause the Work so covered to be performed for such sums
and by such persons or entities as may be acceptable to Owner and Engineer.
� B. Cu.sh Allotivarrces:
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1. Contractor agrees that:
a. The cash allowances include the cost to Contractor (less any applicable trade discounts)
of materials and equipment required by the allowances to be delivered at the Site, and
all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the cash allowances have been included in
the Contract Price and not in the allowances, and no demand for additional payment on
account of any of the foregoing will be valid.
C. G�ntingency Allowance:
1. Contractor agees that a contingency or force account allowance, if any, is for the sole use of
Owner to cover unanticipated costs.
D. Prior to final payment, an appropriate Change Order will be issued as recommended by
Engineer to reflect actual amounts due Contractor on account of Work covered by allowances,
and the Contract Price shall be correspondingly adjusted.
, CITY OF (3REMEIi"I�ON STA[�1DARD GGNERAf_ CONDITIONS
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11.03 Unit Pr•ice Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal
to the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made
by Engineer subject to the provisions of Para��raph 9.07. �
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item.
D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance
with Paragraph 10.05 if �
1. The total cost of a particular item of Unit Price Work amounts to 5% or more of the
Contract Price and the variation in the quantity of that particular item of Unit Price Work
performed by Contractor differs by more than 25% from the estimated quantity of such item
indicated in the A�neement; and
2. There is no corresponding adjustment with respect to any other item of Work; and
3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of
having incurred additional expense or Owner believes that Owner is entitled to a decrease in
Contract Price and the parties are unable to agree as to the amount of any such increase or
decrease.
E. In the event a part of the Work is to be entirely eliminated and no lump sum or unit price is
named in the Contract Documents to cover such eliminated work, the price of the eliminated
work shall be agreed upon by the Owner and the Contractor by Change Order.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT '�IMES
12.01 Chunge qf Contract Price
A. The Contract Price constitutes the total compensation payable to the Contractor for performing
the Work. All duties, responsibilities, and obligations assigned to or undertaken by the
Contractor to complete the Work shall be at its expense without change in the Contract Price.
All claims for an increase in the Contract Price shall be based only upon written notice
delivered as required by Paragraph 10.05 herein. The Contractor's notice of claim shall include
the nature, justification for and amount of the claim, and such supporting data as the Engineer
may require to evaluate the claim. The Contractor and Owner hereby agree that any claim for
adjustment of the Contract Price shall be evaluated by the Engineer, and that the Engineer's
determination shall be final and conclusive. No claim for and adjustment in the Contract Price
will be valid if not submitted in accordance with this Paragraph.
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� B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the
Contract Price will be determined as follows:
� l. Where the Work involved is covered by unit prices contained in the Contract Documents,
by application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragaph 11.03); or
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2. Where the Work involved is not covered by unit prices contained in the Contract
Documents, by a mutually agreed lump sum (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.C.2); or
3. Where the Work involved is not covered by unit prices contained in the Contract
Documents and agreement to a lump sum is not reached under Paragraph 12.01.B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C).
C. Contyactor :s Fee: The Contractor's fee for overhead and profit for the cost of extra work as
defined in Paragraph 12.O1.D shall be determined as follows:
1. A mutually acceptable fixed fee; or
2. If a fixed fee is not agreed upon, then a fee based on the following percentages of the
various portions of the Cost of the extra Work:
' a. For extra work ordered on the basis of time and materials (force account) will be paid
for at the actual necessary cost as detennined by the Engineer, plus markups for labor,
materials and equipment in accordance with Section WSDOT/APWA 1-09.6 of the
� most current version of the WSDOT Standard Specifications for road, bridge, and
municipal construction.
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b. For extra work negotiated at a lump sum price the Contractor's fee shall be 20%.
c. No fee shall be payable on the basis of costs itemized under Paragraph 11.01.B;
d. The amount of credit to be allowed by Contractor to Owner for any change which
results in a net decrease in cost will be the amount of the actual net decrease in cost plus
a deduction in Contractor's fee by an amount equal to five percent of such net decrease;
and
e. When both additions and credits are involved in any one change, the adjustment in
Contractor's fee shall be computed on the basis of the net change in accordance with
Paragraphs 12.O1.C.2.a through 12.O1.C.2.d, inclusive.
D. Co.st of Extru Work: The term "cost of extra work" shall mean the sum of all costs necessarily
incurred and paid by the Contractor for labor, materials, equipment and special services in the
proper performance of extra work as approved by the Engineer. Except as otherwise may be
agreed to in writing by the Owner, such costs shall be in amounts no higher than those
prevailing in the locality of the Project, shall include only the following items, and shall not
include any of the costs itemized in Paragraph 11.O1.B.
CITY OF BREMGRTON STANDARD GCNGRAL CONDI"I IONS
' 00700-47
1. Labor: The costs of labor will be the actual cost for wages prevailing for each craft or type
of workers performing the extra work at the time the extra work is done, plus employer
payments of payroll taxes, workers compensation insurance, liability insurance, health and
welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from
federal, state or local laws, as well as assessments or benefits required by lawful collective
bargaining agreements. Labor costs for equipment operators and helpers will be paid only
when such costs are not included in the invoice for equipment rental. The labor costs for
foreman shall be proportioned to all of their assigned work and only that applicable to extra
work shall be paid. Indirect labor costs including superintendence shall be considered part
of the markup set out herein.
2. Materials: The cost of inaterials reported shall be at invoice or lowest current price at which
materials are locally available and delivered to the Work in the quantities involved, plus the
cost of freight, delivery and storage, subject to the following:
a. All trade discounts and rebates shall accrue to the Owner, and the Contractor shall make
provisions so that they may be obtained; and
b. For materials secured by other than a direct purchase and direct billing to the purchaser,
the cost shall be deemed to be the price paid to the actual supplier as determined by the
Engineer. Except for actual costs incurred in handling of such materials, markup will
not be allowed; and
c. Payment for materials from sources owned wholly or in part by the purchaser shall not
exceed the price paid by the purchaser for similar materials from said sources on extra
work items or the current wholesale price for such materials delivered to the Site,
whichever price is lower; and �
d. If in the opinion of the Engineer the cost of material is excessive, or the Contractor does
not furnish satisfactory evidence of the cost of such material, then the cost shall be
deemed to be the lowest current wholesale price for the quantity concerned delivered to
the Work, less trade discount. The Owner reserves the right to furnish materials for the
extra work �and no claim will be allowed by the Contractor for costs and profit on such
materials.
3. Eq�ripment: The amount of payment for any Contractor-owned equipment that is utilized
shall be determined according to the version of the AGC/WSDOT Equipment Rental
Agreement which is in effect at the time the force account is authorized. The rates listed in
the Rental Rate Blue Book (as modified by the current AGC/WSDOT Equipment Rental
Agreement) shall be full compensation for all fuel, oil, lubrication, ordinary repairs,
maintenance, and all other costs incidental to furnishing and operating the equipment except
labor operation. If it is deemed necessary by the Contractor to use equipment not listed in
the specified Reference Publication, an equitable rental rate for the equipment will be
established by the Engineer. The Contractor may furnish cost data, which might assist the
Engineer in the establishment of the rental rate. Payment for equipment shall be subject to
all of the following:
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a. All equipment shall, in the opinion of the Engineer, be in good working condition and
suitable for the purpose for which the equipment is to be used;
b. Before construction equipment is used on the extra work, the Contractor shall plainly
stencil or stamp an identifying number thereon at a conspicuous location, and shall
furnish to the Engineer, in duplicate, a description of the equipment and its identifying
number;
c. Unless otherwise specified, manufacturer's ratings and manufacturer-approved
modifications shall be used to classify equipment for the determination of applicable
rental rates. Equipment which has no direct power unit shall be powered by a unit of at
least the minimum rating recommended by the manufacturer;
d. Individual pieces of equipment or tools having a replacement value of $500 or less,
whether or not consumed by use, will be considered to be small tools and no payment
will be made therefor;
4. Rental Equipment: The rental time to be paid for rental equipment used in the extra Work
will be calculated based on the time the equipment is actually in productive operation on the
extra work being performed and, additionally, shall include the time required to move the
equipment to the location of the extra work and return it to the original location or to
another location requiring no more time than that required to return it to its original
location; except, that moving time will not be paid if the equipment is used on work other
than the extra work, even though it is located at the site of the extra work. Loading and
transporting costs will be allowed in lieu of moving time only when the equipment is
moved by means other than its own power, except that no payment will be made for loading
and transporting costs when the equipment is used at the site of the extra work on work
other than the extra work. Rental time will not be allowed while equipment is inoperative
due to breakdowns or is otherwise not available for immediate use. The rental time of
equipment on the site will be computed subject to the following:
a. When hourly rates are paid, operation for 30 minutes or less will be considered to be
' one half-hour of operation, and any part of an hour in excess of 30 minutes will be
considered one hour of operation;
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b. When daily rates are paid, 4 hours or less of operation will be considered to be one half-
day of operation. When owner-operated equipment is used to perform extra work to be
paid for on time and materials basis, the Contractor will be paid for the equipinent and
operator as set forth herein below.
E. Excluded costs: The term Cost of the Extra Work shall not include any of the items defined in
Paragraph 11.O1.B.
12.02 Chunge of Contract Time.s
A. All Contract Times (or Milestones) stated in the Contract Documents are of the essence of the
Agreement. The Contract Times (or Milestones) may only be changed by Change Order. Any
claim for an extension of the Contract Times shall.be based only upon written notice delivered
CITY OF BR�MERTON S"I'ANllARD GENERAI_ CONnITIONS
' 00700-49
as required in Paragraph 10.05 herein. The Contractor's written notice of such claim shall
include the extent, justification for and nature of the claim, and such supporting data as the
Engineer may require to evaluate the claim.
B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an
adjustment in the Contract Times will be determined in accordance with the provisions of this
Article 12. With respect to claims for adjustment in the Contract Times, the Contractor and
Owner hereby acknowledge and agree that:
c. Any claim for adjustment of the Contract Times (or Milestones) shall be evaluated by
the Engineer, whose evaluation shall be final and conclusive, and;
d. An approved increase in Contract Times shall not cause an increase in Contract Price
unless the reason for increasing the Contract Times is extra work otherwise evaluated by
the Engineer as compensable work. Only compensable work, whether in connection
with an approved increase in the Contract Times or not, shall result in an increase in the
Contract Price.
12.03 Delays
A. Where Contractor is prevented from completing any part of the Work within the Contract
Times due to delay beyond the control of Contractor, the Contract Times will be extended in an
amount equal to the time lost due to such delay if a Claim is made therefor as provided in
Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to,
acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other
work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or
acts of God.
B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as
contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or
interferes with the performance or progress of the Work, then Contractor shall be entitled to an
equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's
entitlement to an adjustment of the Contract Times is conditioned on such adjustment being
essential to Contractor's ability to complete the Work within the Contract Times.
C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic,
abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the
control of Owner, or other causes not the fault of and beyond control of Owner and Contractor,
then Contractor shall be entitled to an equitable adjustment in Contract Times, if such
adjustment is essential to Contractor's ability to complete the Work within the Contract Times.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph 12.03.C.
D. Owner, Engineer, and their officers, directors, members, partners, employees, agents,
consultants, or subcontractors shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys,
and other professionals and all court or arbitration or other dispute resolution costs) sustained
by Contractor on or in connection with any other project or anticipated project.
CITY OF BRrMER�'ON STANDARD Ci1;NC•RAI. CONDITIONS ,
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� E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
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F. Adjustments of Contract Times Relating to Weather: Contract Times may be extended by the
Engineer because of delays in the completion of the Work due to unusually severe weather,
provided that the Contractor shall, within 2 business days of the beginning of any such delay,
notify the Engineer in writing of the cause of delay and request an extension of Contract Times.
The Engineer will ascertain the facts and the extent of the delay and extend the Contract Times
when, in its judgment, the findings of the fact justify such an extension. The Contractor shall
include 10 days of inclement weather delays in the progress schedule submitted to the Engineer
for approval, for purposes of planning and scheduling Only.
G. Adjustments of Contract Price Relating to weather: The Contractor shall have no claims against
the Owner for damages for any injury to work, materials, or equipment, or for project or
overhead costs of any kind, resulting from the action of the elements. If however, in the opinion
of the Engineer, the Contractor has made all reasonable efforts to protect the materials,
equipment, and work, the Contractor may be granted a reasonable extension of Contract Times
to make proper repairs, renewals, and replacements of the work, materials, or equipment.
ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE
OF DEFECTIVE WORK
13.01 Notice of Defects
A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be
given to Contractor.
13.02 Access to Work
A. Owner, Engineer, their consultants and other representatives and personnel of Owner,
independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise
them of Contractor's safety procedures and programs so that they may comply therewith as
applicable.
13.03 Test.s and In.spection.s
A. Contractor shall give Engineer timely notice of readiness of the Work for all required
inspections, tests, or approvals and shall cooperate with inspection and testing personnel to
facilitate required inspections or tests. Owner and Contractor hereby agree that "timely notice",
with respect to notification of readiness for tests and inspections shall mean not less than 2
business days before the time that the test or inspection is desired.
B. Owner shall employ and pay for the services of an independent testing laboratory to perform all
inspections, tests, or approvals required by the Contract Documents except:
l. For inspections, tests, or approvals covered by Paragraphs 13.03.0 and 13.03.D below;
CI"f'Y OF [3REMI:RTON STANDARD GI�.NERAI, CONnIT10NS
00700-51
2. That costs incurred in connection with tests or inspections conducted pursuant to Paragraph
13.04.B shall be paid as provided in Paragraph 13.04.C; and
3. As otherwise specifically provided in the Contract Documents.
C. If Laws or Regulations of any public body having jurisdiction require any Work (or part
thereo� specifically to be inspected, tested, or approved by an employee or other representative
of such public body, Contractor shall assume full responsibility for arranging and obtaining
such inspections, tests, or approvals, pay all costs in connection therewith, and furnish Engineer
the required certiticates of inspection or approval.
D. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, or approvals required for Owner's and Engineer's acceptance of
materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs,
or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in
the Work. Such inspections, tests, or approvals shall be performed by organizations acceptable
to Owner and Engineer.
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of Engineer, Contractor shall, if requested by Engineer,
uncover such Work for observation.
F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense unless
Contractor has given Engineer timely notice of Contractor's intention to cover the same and
Engineer has not acted with reasonable promptness in response to such notice.
G. The Engineer will make, or have made, such inspections and tests as the Engineer deems
necessary to see that the Work is being accomplished in accordance with the requirements of
the Contract Documents. Unless otherwise specified in Paragraph 13.03.B of the General
Conditions, the cost of such inspection and testing will be borne by the Owner. In the event
such inspections or tests reveal non-compliance �vith the requirements of the Contract
Documents, the Contractor shall bear the cost of corrective measures deemed necessary by the
Engineer, shall bear the cost of all subsequent reinspection and retesting of the non-compliant
Work. Neither observations by the Engineer nor inspections, tests, or approvals by others shall
relieve the Contractor from the Contractor's obligation to perform the Work in accordance with
the Contract Documents.
13.04 TJncovering Work
A. If any Work is covered contrary to the written request of Engineer, it must, if requested by
Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense.
B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or
inspected or tested by others, Contractor, at Engineer's request, shall uncover, expose, or
otherwise make available for observation, inspection, or testing as Engineer may require, that
portion of the Work in question, furnishing all necessary labor, material, and equipment.
CITY OF BREMERTON S"1'ANI)ARD GENE[U1L CONDfI'IONS '
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C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses,
and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and all court or arbitration or other dispute resolution costs)
arising out of or relating to such uncovering, exposure,,observation, inspection, and testing, and
of satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); and Owner shall be entitled to an appropriate decrease in the
Contract Price. If the parties are unable to agree as to the amount thereof, Owner may make a
Claim therefor as provided in Paragraph 10.05.
' D. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in
the Contract Price or an extension of the Contract Times, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. If the
' parties are unable to agree as to the amount or extent thereof, Contractor may make a Claim
therefor as provided in Paragraph 10.05.
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13.05 Owner May Stop the Work
A. lf the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable
materials or equipment, or fails to perform the Work in such a way that the completed Work
will conform to the Contract Documents, Owner may order Contractor to stop the Work, or any
portion thereof, until the cause for such order has been eliminated; however, this right of Owner
to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for
the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, .or any
surety for, or employee or agent of any of them. �
l 3.06 Correction or Removul of Defective Wvrk
A. Promptly after receipt of written notice, Contractor shall correct all defective Work, whether or
not fabricated, installed, or completed, or, if the Work has been rejected by Engineer, remove it
from the Project and replace it with Work that is not defective. Contractor shall pay all claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or arbitration or other dispute
�resolution costs) arising out of or relating to �such correction or removal (including but not
limited to all costs of repair or replacement of work of others).
' B. When correcting defective Work under the terms of this Paragraph 13.06 or Para�naph 13:07,
Contractor shall take no action that would void or otherwise impair Owner's special warranty
and guarantee, if any, on said Work.
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13.07 Corr•ection Per•iod
A. If within one year after the date of Final Completion and Acceptance (or such longer period of
time as may be prescribed by the terms of any applicable special guarantee required by the
Contract Documents) or by any specific provision of the Contract Documents, any Work is
found to be defective, or if the repair of any damages to the land or areas made available for
Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph
6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and in
accordance with Owner's written instructions:
CI"I'Y OF BREMERTON STANDARD CiENI:RAL CONI�ITIONS
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1. Repair such defective land or areas; or
2. Correct such defective Work; or
3. If the defective Work has been rejected by Owner, remove it from the Project and replace it
with Work that is not defective, and
4. Satisfactorily correct or repair or remove and replace any damage to other Work, to the
work of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of Owner's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, Owner may have the
defective Work corrected or repaired or may have the rejected Work removed and replaced. All
claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or arbitration or other
dispute resolution costs) arising out of or relating to such correction or repair or such removal
and replacement (including but not limited to alt costs of repair or replacement of work of
others) will be paid by Contractor.
C. In special circumstances where a particular item of equipment is placed in continuous service
before Substantial Completion of all the Work, the correction period for that item may start to
run from an earlier date if so provided in the Specifications.
D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, the correction period hereunder with respect
to such Work will be extended for an additional period of one year after such correction or
removal and replacement has been satisfactorily completed.
E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance af Defective Work
A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and,
prior to Engineer's recommendation of final payment, Engineer) prefers to accept it, Owner
may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and
determination to accept such defective Work (such costs to be approved by Engineer as to
reasonableness) and for the diminished value of the Work to the extent not otherwise paid by
Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's
recommendation of final payment, a Change Order will be issued incorporating the necessary
revisions in the Contract Documents with respect to the Work, and Owner shall be entitled to an
appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted.
If the parties are unable to agree as to the amount thereof, Owner may make a Claim therefor as
provided in Paragraph 10.05. If the acceptance occurs after such recommendation, an
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appropriate amount will be paid by Contractor to Owner. In no case shall the acceptance of
defective work waive any rights the Owner may have.
13.09 Or�mer May Correct Defective Wof-k
A. If Contractor fails within a reasonable time after written notice from Engineer to correct
defective Work, or to remove and replace rejected Work as required by Engineer in accordance
with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the
Contract Documents, or if Contractor fails to comply with any other provision of the Contract
Documents, Owner may, after seven days written notice to Contractor, correct, or remedy any
such deficiency.
B. In exercising the rights and remedies under this Paragraph 13.09, Owner shall proceed
expeditiously. In connection with such corrective or remedial action, Owner may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, take possession of Contractor's tools, appliances,
construction equipment and machinery at the Site, and incorporate in the Work all materials and
equipment stored at the Site or for which Owner has paid Contractor but which are stored
elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees,
Owner's other contractors, and Engineer and Engineer's consultants access to the Site to enable
Owner to exercise the rights and remedies under this Para�naph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or arbitration or other
dispute resolution costs) incurred or sustained by Owner in exercising the rights and remedies
under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be
issued incorporating the necessary revisions in the Contract Documents with respect to the
Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties
are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as
provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be
limited to all costs of repair, or replacement of work of others destroyed or damaged by
correction, removal, or replacement of Contractor's defective Work.
D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the
performance of the Work attributable to the exercise by Owner of Owner's rights and remedies
under this Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedrrle of vulr�e.s
A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for
progress payments and will be incorporated into a form of Application for Payment acceptable
to Engineer. Progress payments on account of Unit Price Work will be based on the number of
units completed.
CITY OF BREMER I�ON S'I'ANDARD G�NERAL CONDI fIONS
, 00700-55
14.02 Progress Puyments
A. Applications fvr Puyments:
l. At least 20 days before the date established in the Agreement for each progress payment
(but not more often than once a month), Contractor shall submit to Engineer for review an
Application for Payment filled out and signed by Contractor covering the Work completed
as of the date of the Application and accompanied by such supporting documentation as is
required by the Contract Documents. If payment is requested on the basis of materials and
equipment not incorporated in the Work but delivered and suitably stored at the Site or at
another location agreed to in writing, the Application for Payment shall also be
accompanied by a bill of sale, invoice, or other documentation warranting that Owner has
received the materials and equipment free and clear of all Liens and evidence that the
materials and equipment are covered by appropriate property insurance or other
arrangements to protect Owner's interest therein, all of which must be satisfactory to
Owner. Payment for Equipment not installed but stored on site with a value �neater than
$5,000, will be paid at 100% of the invoice value.
2. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that all previous progress payments received on account of
the Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applications for Payment.
3. The net payment due the Contractor shall be the above-mentioned subtotal from which shall
be deducted the amount of retainage specified herein and the total amount of all previous
payments made to the Contractor.
a. Pursuant to RCW 60.28.010, the Owner will retain five percent of all pro�ness payments
as a trust fund for the protection and payment of any person or persons, mechanic,
subcontractor, or supplier who performs any labor upon the contract or work hereunder,
and all persons who shall supply such person or persons or subcontractors with
provisions , and supplies for carrying on such work, and the State of Washington with
respect to taxes imposed pursuant to Title 82 RCW which may be due from such
Contractor. In the event that during the performance of the Contract and prior to the
expiration of the claim period as provided in Chapter 60.28 RCW, the amount retained
is reduced to any amount below five percent, then the Owner shall retain additional
sums from monies earned by the Contractor so as to maintain at all times a five percent
retained trust fund, unless otherwise reduced or excused by provisions of Chapter 60.28
RCW.
b. Monies reserved under provisions of Chapter 60.28 RCW shall, at the option of the
Contractor, be:
(1) Retained in a fund by the Owner with no interest paid thereon to the Contractor
and not subject to withdrawal until after tinal acceptance of all Work, or a portion
thereof as maybe approved by the Owner: or
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� (2) Deposited by the Owner in an interest-bearing account in a bank, mutual savings
bank, or savings and loan associations, not subject to withdrawal until after final
acceptance of all Work, or a portion thereof, as may be approved by the Owner; or
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(3) Placed in escrow in a bank or trust company by the Owner until thirty days
following final acceptance of the work as completed, or a portion thereof. When
the monies reserved are to be placed in escrow, the Owner will issue a check
representing the sum of the monies reserved payable to the bank or trust company
and the Contractor jointly. Such check shall be converted into bonds and
securities chosen by the Contractor and approved by the Owner, and the bonds
and securities held in escrow.
(4) A bond submitted by the Contractor for all or any portion of the retainage in a
form acceptable to the Owner and from a surety meeting standards set by the
Owner. The Owner will accept the bond unless the Owner determines that there
is good cause for rejecting it. The Owner will release the bonded retainage
amount within 30 days of accepting the bond. The bond and any proceeds from it
are subject to claims in the same manner and priority as retainage set forth in
RCW 60.28.011. If the Owner accepts a retainage bond from the Contractor, the
Contractor shall accept retainage bonds from any subcontractor or supplier from
whom the Contractor retains funds. The Contractor shall release retained funds
within 30 days of accepting the bond from a subcontractor or supplier.
(5) Under option 2 and 3 above, interest will be paid to the Contractor as the interest
accrues.
' (6) The Contractor shall designate the option desired in writing to the Owner not later
than with the Contractor's first Application for Payment. The Contractor, in
choosing option 2 or 3, agrees to assume full responsibility to pay all costs which
' may accrue from escrow services, brokerage charges, or both, and further agrees
to assume all risks in connection with the investment of the retained monies.
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B. Review of Applications:
The Engineer will, within 8 working days after receipt of each Application for Payment,
either indicate in writing a recommendation of payment and present the application to the
Owner, or return the application to the Contractor indicating in writing the Engineer's
reasons for refusing to recommend payment. In the latter case, the Contractor may make the
necessary corrections and resubmit the application. If the Engineer still disagrees with a
portion of the application, it will submit the application recommending the undisputed
portion of the application to the Owner for payment and provide reasons for recommending
non-payment of the disputed amount. Thirty days after presentation of the Application for
Payment with the Engineer's recommendation, the amount recommended will (subject to
the provisions of Para�naph 14.02B.2) become due and when due will be paid by the Owner
to the Contractor.
, CI'I'Y OF BKEMERTON S I'ANnARD G�.NERAL CONDITIONS
00700-57
2. Engineer's recommendation of any payment requested in an Application for Payment will
constitute a representation by Engineer to Owner, based on Engineer's observations of the
executed Work as an experienced and qualified design professional, and on Engineer's
review of the Application for Payment and the accompanying data and schedules, that to the
best of Engineer's knowledge, information and belief:
a. The Work has progressed to the point indicated;
b. The quality of the Work is generally in accordance with the Contract Documents
(subject to an evaluation of the Work as a functioning whole prior to or upon
Substantial Completion, the results of any subsequent tests called for in the Contract
Documents, a final determination of quantities and classifications for Unit Price Work
under Para�naph 9.07, and any other qualifications stated in the recommendation); and
c. The conditions precedent to Contractor's being entitled to such payment appear to have
been h.ilfilled in so far as it is Engineer's responsibility to observe the Work.
3. By recommending any such payment Engineer will not thereby be deemed to have
represented that:
a. Inspections made to check the quality or the quantity of the Work as it has been
� performed have been exhaustive, extended to every aspect of the Work in pro�� or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to Engineer in the Contract Documents; or
b. There may not be other matters or issues between the parties that might entitle
Contractor to be paid additionally by Owner or entitle Owner to withhold payment to
Contractor.
4. Neither Engineer's review of Contractor's Work for the purposes of recommending
payments nor Engineer's recommendation of any payment, including final payment, will
impose responsibility on Engineer:
a. To supervise, direct, or control the Work, or
b. For the means, methods, techniques, sequences, or procedures of construction, or the
safety precautions and programs incident thereto, or
c. For Contractor's failure to comply with Laws and Regulations applicable to
Contractor's performance of the Work, or
d. To make any examination to ascertain how or for what purposes Contractor has used the
moneys paid on account of the Contract Price, or
e. To determine that title to any of the Work, materials, or equipment has passed to Owner
free and clear of any Liens.
5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's
opinion, it would be incorrect to make the representations to Owner stated in
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Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or,
because of subsequently discovered evidence or the results of subsequent inspections or
tests, revise or revoke any such payment recommendation previously made, to such extent
as may be necessary in Engineer's opinion to protect Owner from loss because:
a. The Work is defective, or completed Work has been damaged, requiring correction or
replacement;
b. The Contract Price has been reduced by Change Orders;
c. Owner has been required to correct defective Work or complete Work in accordance
with Paragraph 13.09; or
d. Engineer has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
, C. Puyment Become.s D�ie:
, 1. Thirty days after presentation of the Application for Payment to Owner with Engineer's
recommendation, the amount recommended will (subject to the provisions of Paragraph
14.02.D) become due, and� when due will be paid by Owner to Contractor.
' D. Redliction in Puyment:
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1. Owner may refuse to make payment of the full amount recommended by Engineer because:
a. Claims have been made against Owner on account of Contractor's performance or
furnishing of the Work;
b. Liens have been filed in connection with the Work, except where Contractor has
� delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge
of such Liens;
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c. There are other items entitling Owner to a set-off against the amount recommended; or
d. Owner has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.S.a through 14.02.B.S.c or Paragraph 15.02.A.
2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner
will give Contractor immediate written notice (with a copy to Engineer) stating the reasons
for such action and promptly pay Contractor any amount remaining after deduction of the
amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any
adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the
reasons for such action.
, 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the
amount wrongfully withheld shall be treated as an amount due as determined by Paragraph
14.02.C.1 and subject to interest as provided in the Agreement.
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' CITY OF BREMERTON STANDARD GENEWIL CONUI"fIONS
00700-59
14.03 Contractor's Warruntv of Title
A. Contractor warrants and guarantees that title to all Work, materials, and equipment covered by
any Application for Payment, whether incorporated in the Project or not, will pass to Owner no
later than the time of payment free and clear of all Liens.
14.04 S�rb.stuntral Completion
A. When the Contractor considers the Work ready for its intended use, the Contractor shall notify
the Owner and the Engineer in writing that the Work is substantially complete. The Contractor
shall attach to this request a list of all work items that the Contractor knows are not complete
and a request that the Engineer prepare a Notice of Substantial Completion and a Correction
List of items to be completed before final payment. At a mutually-agreed time thereafter, the
Owner, the Contractor, and the Engineer shall inspect the Work to determine the status of
completion. If the Engineer does not consider the Work substantially complete, or does not
consider the list of remaining work items to be comprehensive, the Engineer will notify the
Contractor in writing giving the reasons therefor. If the Engineer considers the Work
substantially complete, the Engineer will prepare and deliver to the Owner for its execution and
recordation the Notice of Substantial Completion signed by the Engineer and Contractor, which
shall fix the date of Substantial Completion. The Contractor shall complete all incomplete
work and shall complete all items on the Correction List not later than 30 calendar days after the
date of Substantial Completion
B. Owner shall have the right to exclude Contractor from the Site after the date of Substantial
Completion subject to allowing Contractor reasonable access to remove its property and
complete or correct items on the tentative list.
14.05 Partial Utilizution
A. The Owner shall have the right to utilize or place into service any item of equipment or other
usable portion of the Work prior to completion of the Work. Whenever the Owner plans to
exercise said right, the Contractor will be notified in writing by the Owner, identifying the
� specific portion or portions of the Work to be so utilized or otherwise placed into service.
B. The Contractor understands and agrees that until and unless such written notification is issued,
all responsibility for care and maintenance of all of the Work shall be borne by the Contractor,
and that Paragraph 14.04 shall apply with respect to certification of Substantial Completion of
the Work. Upon issuance of said written notice of Partial Utilization, the Owner will accept
responsibility for the protection and maintenance of all such items or portions of the Work
described in the written notice.
C. The Contractor shall retain full responsibility for satisfactory completion of the Work,
regardless of whether a portion thereof has been partially utilized by the owner, and the
Contractor's one year correction period shall commence only after the date of Substantial
Completion for the Work.
D. The Owner shall have the right to control, operate, repair, or modify the Work, or take any other
suitable action with regard to the Work, during emergencies of any nature whatsoever.
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E. No occupancy or separate operation of part of the Work may occur prior to compliance with the
requirements of Paragraph 5.10 regarding property insurance.
14.06 Finallnspection
' A. Upon written notice from Contractor that the entire Work or an agreed portion thereof is
complete, Engineer will promptly make a final inspection with Owner and Contractor and will
notify Contractor in writing of all particulars in which this inspection reveals that the Work is
' incomplete or defective. Contractor shall immediately take such measures as are necessary to
complete such Work or remedy such deficiencies.
' B. When all incomplete Work has been completed, all Defective Work has been corrected or
accepted by the Engineer and Owner, and all of the Contractor's duties and requirements have
been satisfactory discharged, the Engineer will prepare and deliver to the Owner for its
' execution and recordation the Notice of Final Completion and Acceptance of the Work, signed
by the Engineer and Contractor, which shall fix the date of Final Completion and Acceptance.
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14.07 Final Payment
A. Applicution
1. After the Contractor has, in the opinion of the Engineer, satisfactorily completed all Work
and corrected all Defective Work, and has delivered, in accordance with the Contract
Documents, all maintenance and operating instructions, schedules, guarantees, Bonds,
certificates and Record Documents (as provided in Paragraph 6.12), And the Engineer has
delivered the Notice of Final Completion and Acceptance of the Work, the Contractor may
make application for final payment following the procedure established for progress
payments.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. All documentation called for in the Contract Documents, including but not limited to
the evidence of insurance required by Paragraph 5.04.
b. Consent of the surety, if any, to final payment;
c. A list of all Claims against Owner that Contractor believes are unsettled; and
d. Complete and legally effective releases or waivers (satisfactory to Owner) of all Lien
rights arising out of or Liens filed in connection with the Work.
3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved
by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor
that: (i) the releases and receipts include all labor, services, material, and equipment for
which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other
indebtedness connected with the Work for which Owner might in any way be responsible,
or which might in any way result in liens or other burdens on Owner's property, have been
paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or
CITY O� [3REMERTON STANDARD G�NERAL CONDITIONS
' 00700-61
receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to
indemnify Owner against any Lien.
B. En�Jineer's Revieiv of�Application and Acceptance:
l. If, on the basis of Engineer's observation of the Work during construction and final
inspection, and Engineer's review of the final Application for Payment and accompanying
documentation as required by the Contract Documents, Engineer is satisfied that the Work
has been completed and Contractor's other obligations under the Contract Documents have
been fultilled, Engineer will, within ten days after receipt of the final Application for
Payment, indicate in writing Engineer's recommendation of payment and present the
Application for Payment to Owner for payment. At the same time Engineer will also give
written notice to Owner and Contractor that the Work is acceptable subject to the provisions
of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to
Contractor, indicating in writing the reasons for refusing to recommend final payment, in
which case Contractor shall make the necessary corrections and resubmit the Application
for Payment.
2. After execution of the Notice of Final Completion and Acceptance of the Work by the
Owner, and execution of the "Acceptance of Compensation and Release of All Claims" by
the Contractor (as provided in Paragraph 14.09.B of the General Conditions), the Owner
will make final payment to the Contractor of the amount remaining after deducting all prior
payments and all amounts to be kept or retained under the provisions of the Contract
Documents, including the following items:
a. Liquidated damages, as applicable; and,
b. Amounts withheld by Owner under Paragraph 14.02.B.1 which have not been released;
and, Two times the value of outstanding items of correction work or Correction List
items yet uncompleted or uncorrected, as applicable. All such work shall be completed
or corrected to the satistaction of the Owner within the time stated herein and on the
Notice of Substantial Completion, otherwise the Contractor does hereby waive any and
all claims to all monies withheld by the Owner to cover the value of all such
uncompleted or uncorrected items.
C. Payment Become.s Drre:
1. Thirty days after the presentation to Owner of the Application for Payment and
accompanying documentation, the amount recommended by Engineer, less any sum Owner
is entitled to set off against Engineer's recommendation, including but not limited to
liquidated damages, will become due and will be paid by Owner to Contractor.
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D. Release of Retainage and Other Deductions
1. After executing the Notice of Final Completion and Acceptance (Paragraph 14.06), and not
more than 60 days thereafter (based on a 45-day claims period and 15-day processing time),
the Owner will release to the Contractor the retained funds withheld pursuant to the
Agreement, less any deductions to cover pending claims against the Owner pursuant to
Paragraph 14.02.B, provided the following conditions are met:
a. Certificates approved by the Washington State Department of Labor and Industries,
Washington State Employment Security Department, and all other departments and
agencies having jurisdiction over the activities of the Contractor have been provided to
the Owner.
b. If the Contract Price hereunder exceeds $20,000, a release obtained from the Washington
State Department of Revenue has been provided to the Owner.
c. Affidavits of Wages Paid for the Contractor and each subcontractor approved by
Washington State Department of Labor and Industries have been provided to the
Owner.
d. No claims, as provided by law, have been filed against the retainage.
e. The Owner has no claims under this Contract.
f. Affidavit of total monies paid (if any) to each Minority Women Business Enterprise
subcontractor utilized on the project.
g. Acceptance of Compensation and Release of All Claims form submitted to the Engineer.
2. In the event that claims filed are not resolved at the end of the 45 day claim period, the
Contractor shall be paid such retainage less amount sufficient to pay all claims or notices,
together with a sum determined by the Owner to be sufficient to pay the cost of such action
and to cover attorney's fees, and any sums determined by the Owner sufficient to pay its
claims against the Contractor.
3. Upon expiration of the 60 day period referred to in Paragraph 14.07.D.1, the amounts
withheld pursuant to the provisions of Paragraph 14.02.B and D, for all remaining work
items will be paid to the Contractor; provided that said work has been completed or
corrected to the satisfaction of the Owner within the 30 day period. Otherwise, the
Contractor does hereby waive any and all claims for all monies withheld by the Owner
under this Agreement in an amount two times the value of such remaining uncompleted or
uncorrected items.
CITY OF BREMERTON S'I'ANDARD GENERAL CONUI'I fONS
, 00700-63
14.08 Final Completion Deluved
A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if
Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment
(for Work fully completed and accepted) and recommendation of Engineer, and without
terminating the Contract, make payment of the balance due for that portion of the Work fully
completed and accepted. If the remaining balance to be held by Owner for Work not fully
completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have
been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of
the balance due for that portion of the Work fully completed and accepted shall be submitted by
Contractor to Engineer with the Application for such payment. Such payment shall be made
under the terms and conditions governing final payment, except that it shall not constitute a
waiver of Claims.
14.09 Waiver• of �Cluims
A. The making and acceptance of tinal payment will constitute:
1. A waiver of all Claims by Owner against Contractor, except Claims arising from unsettled
Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06,
from failure to comply with the Contract Documents or the terms of any special guarantees
specified therein, or from Contractor's continuing obligations under the Contract
Documents; and
2. A waiver of all Claims by Contractor against Owner other than those previously made in
accordance with the requirements herein and expressly acknowledged by Owner in writing
as still unsettled.
B. Acceptance of Compensation and Release of All Claims.
Before final payment will be made by the Owner, the Contractor will be required to sign the
"Acceptance of Compensation and Release of All Claims" form stating the Contractor's
acceptance of the final payment as the full and final amount due from the Owner. An example
form is located in Appendix A. �
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 Owner May S�rspend Work
A. At any time and without cause, Owner may suspend the Work or any portion thereof for a
period of not more than 90 consecutive days by notice in writing to Contractor and Engineer
which will fix the date on which Work will be resumed. Contractor shall resume the Work on
the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an
extension of the Contract Times, or both, directly attributable to any such suspension if
Contractor makes a Claim therefor as provided in Paragraph 10.05.
15.02 Owner• 11�1ay Ter•minute,for Calise
A. The occurrence of any one or more of the following events will justify termination for cause
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1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment or failure to adhere to the Progress Schedule established
under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's disregard of the authority of Engineer; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents.
B. If one or more of the events identified in paragraph 15.02A occur, Owner may, after giving
Contractor (and the surety, if any) seven days written notice, terminate the services of the
Contractor, exclude the Contractor from the Site, and take possession of the Work and of all of
the Contractor's tools, appliances, construction equipment, and machinery at the Site, and use
the saine to the full extent they could be used by Contractor (without liability to Contractor for
trespass or conversion), incorporate in the Work all materials and equipment stored at the Site
or for which the Owner has paid Contractor but which are stored elsewhere, and finish the
Work as the Owner may deem expedient.
C. If Owner proceeds as provided in Paragraph 15.02.B, Contractor shall not be entitled to receive
any further payment until the Work is completed. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges
of engineers, architects, attorneys, and other professionals and all court or arbitration or other
dispute resolution costs) sustained by Owner arising out of or relating to completing the Work,
such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such
unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and
damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when
so approved by Engineer, incorporated in a Change Order. When exercising any rights or
remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the
Work performed.
D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if
Contractor begins within seven days of receipt of notice of intent to terminate to correct its
failure to perform and proceeds diligently to cure such failure within no more than 30 days of
receipt of said notice.
E. Where Contractor's services have been so terminated by Owner, the termination will not affect
any rights or remedies of Owner against Contractor then existing or which may thereafter
accrue. Any retention or payment of money due Contractor by Owner will not release
Contractor from liability.
F. If and to the extent that Contractor has provided a pertormance bond under the provisions of
Paragraph S.O1.A, the termination procedures of that bond shall supersede the provisions of
Paragraphs 15.02.B and 15.02.C.
CITY Of BREMf:RTON STANDARD GENI'RAL CONDI"I'(ONS
' 00700-65
15.03 Owner May Termrnate For Convenience
A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and
without prejudice to any other right or remedy of Owner, terminate the Contract. In such case,
Contractor shall be paid for (without duplication of any items):
1. Completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and
profit on such Work;
2. Expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and reasonable sums for overhead and profit
on such expenses;
B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other
economic loss arising out of or resulting from such termination.
15.04 COI?ll •actor• 1l�Jay Stop Work or Terminate
A. If; through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive
days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act
on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 60
days to pay Contractor any sum finally determined to be due, then Contractor may, upon
Fourteen days written notice to Owner and Engineer, and provided Owner or Engineer do not
remedy such suspension or failure within that time, terminate the Contract and recover from
Owner payment on the same terms as provided in Paragraph 15.03.
B. In lieu of.terminating the Contract and without prejudice to any other right or remedy, if
Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or
Owner has failed for 60 days to pay Contractor any sum finally determined to be due,
Contractor may, Fourteen days after written notice to Owner and Engineer, stop the Work until
payment is made of all such amounts due Contractor, including interest thereon. The provisions
of this Paragraph 15.04 are not intended to preclude Contractor lYOm making a Claim under
Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for
expenses or damage directly attributable to Contractor's stopping the Work as permitted by this
Paragraph.
CITY OF I3REMF,RTON STANDARD GENtRAL CONDITIONS '
00700-66
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ARTICLE 16 — DISPUTE RESOLUTION
16.01 Method.s uncl Procedin•es
A. Time Limitation and Jurisdiction. The Owner and Contractor hereby mutually agree that, for the
convenience of both parties, any claims or causes of action which the Contractor has against the
Owner shall be brought within 180 calendar days after the date of final payment by the Owner.
It is further agreed by Owner and Contractor that all such claims or causes of action, if
resolution is sought through litigation, shall be brought only in the Superior Court of Kitsap
County, Washington.
B. Conditions Precedent. Before seeking claim resolution through litigation, the Contractor shall
proceed under the administrative procedures required by Paragraphs 9.09 and 10.05. The
provisions of these Paragraphs must be complied with in full as conditions precedent to the
Contractor's right to seek claim resolution through litigation.
ARTICLE 17 — MISCELLANEOUS
17.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. Delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. Delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
17.02 Comptrtution of Times
A. When any period of time is referred to in the Contract Documents by days, it will be computed
to exclude the first and include the last day of such period. If the last day of any such period
falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable
jurisdiction, such day will be omitted from the computation.
17.03 Cacm��lative Remedies
A. The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any
way as a limitation of, any rights and remedies available to any or all of them which are
otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by
other provisions of the Contract Documents. The provisions of this Paragraph will be as
effective as if repeated specifically in the Contract Documents in connection with each
particular duty, obligation, right, and remedy to which they apply.
CITY O� BRtMERTON S fANDARD GENERAL CONDI'1'IONS
� 00700-67
17.04 S�trvival of Ohligations
A. All representations, indemnitications, warranties, and guarantees made in, required by, or given
in accordance with the Contract Documents, as well as all continuing obligations indicated in
the Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
17.05 Controlling Law
A. This Contract is to be governed by the laws of the State of Washington.
17.06 Headings
A. Article and paragraph headings are inserted for convenience only and do not constitute parts of
these General Conditions.
17.07 Admini.str•ative Procedr�res and Form.s
A. Various administrative forms are required to be used by the Contractor or will be otherwise
presented to the Contractor during the performance of the Work including:
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Request for Clarification (RFC)
Shop Drawing SubmittaUTransmittal
3. Work Change Directive
4. Change Order -
5. Daily Force Account Report
6. Application and Certificate for Payment (Probress Payment Form)
These forms will be distributed to the Contractor at the Preconstruction Conference referenced
in Paragraph 2.06 or will be otherwise presented to the Contractor for signature as provided
herein.
17.08 Right to Alidiz
A. If the Contractor submits a claim to the Owner for additional compensation, the Owner shall
have the right, as a condition to considering the claim, and as a basis for evaluation of the claim,
and until the claim has been settled, to audit the Contractor's books to the extent they are
relevant. This right shall include the right to examine books, records, documents, and other
evidence and accounting procedures and practices, sufficient to discover and verify all direct
and indirect costs of whatever nature claimed to have been incurred or anticipated to be
incurred and for which the claim has been submitted. The right to audit shall include the right
to inspect the Contractor's plant, or such parts thereof, as may be or have been engaged in the
performance of the Work. The Contractor further agrees that the right to audit encompasses all
subcontracts and is binding upon Subcontractors. The rights to examine and inspect herein
CITY OF BRE:'v1�.RTON S"I'ANDARD GGNGRAL C'ONDITIONS �
00700-G8
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provided for shall be exercisable through such representatives as the Owner deems desirable
during the Contractor's normal business hours at the oft7ce of the Contractor. The Contractor
shall make available to the Owner for auditing, all relevant accounting records and documents,
and other financial data, and upon request, shall submit true copies of requested records to the
Owner.
17.09 Severubility
A. If any term or provision of this Agreement is declared invalid or unenforceable by any court of
lawful jurisdiction, the remaining terms and provisions of the Agreement shall not be affected
thereby and shall remain in full force and effect.
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17.10 Waiver
A. The waiver by the Owner of any breach or violation of any term, covenant or condition of this
Agreement or of any provision, ordinance, or law shall not be deemed to be a waiver of any
other term, covenant, condition, ordinance, or law or of any subsequent breach or violation of
the same or of any other term, covenant, condition, ordinance, or law. The subsequent payment
of any monies or fee by the Owner which may become due hereunder shall not be deemed to be
a waiver of any preceding breach or violation by Contractor or any term, covenant, condition of
this Agreement or of any applicable law or ordinance.
ARTICLE 18 — WASHINGTON STATE REQUIREMENTS
18.01 Trench Excuvation Safe.ry Systems
A. As required by RCW 39.04.180, on public works projects in which trench excavation will
exceed a depth of four feet, any contract therefor shall require adequate safety systems for the
trench excavation that meet the requirements of the Washington Division of Industrial Safety
and Health Act, Chapter 49.17 RCW. This requirement shall be included in the cost
estimates and bidding forms as a•separate item. The costs of trench safety systems shall not
be considered as incidental to any other contract item and any attempt to include the trench
safety systems as an incidental cost is prohibited.
18.02 Puyment of Pf•evailing Wages
B. In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or
supplemented, and any regulations adopted pursuant to these statutes, there shall be paid to
all laborers, workmen or mechanics employed on this contract at least the prevailing rate of
wage for an hour's work in the same trade or occupation in the area of work regardless of any
contractual relationship which may exist, or be alleged to exist, between the Contractor and
any laborers, workmen, mechanics or subcontractors.
C. The prevailing wage rates to be in force during the duration of this contract are included in
' Attachment A located at the end of the Supplementary Conditions. However, the Contractor
shall be obligated to confirm that the rates are current and conform to the controlling statutes
and regulations. Any wage deficiencies shall be at the Contractor's sole risk and expense.
1
CI I'Y OF BREMERTON STANDARD GENERAL CONDI"CIONS
, , 00700-69
The wage rates shall be included as part of any subcontractors the Contractor may enter into
for work on this project.
D. The "prevailing rate of wage" shall be the rate of hourly wage, usual benefits, and overtime
paid in the locality, as hereinafter defined, to the majority of workmen, laborers, or
mechanics, in the same trade or occupation. In the event that there is not a majority in the
same trade or occupation paid at the same rate, then the average rate of hourly wage and
overtime paid to such laborers, workmen or mechanics in the same trade or occupation shall
be the prevailing rate. If the wage paid by any Contractor to laborers, workmen or mechanics
on any public work is based on some period of time other than an hour, the hourly wage for
the purposes of this shall be mathematically determined by the number of hours worked in
such period of time.
E. The "locality" shall be the largest city in the county wherein the physical work is being
performed.
F. The "usual benefits" shall include the amount of:
1. The rate of contribution irrevocably made by the Contractor to a trustee, or to a trustee or to
a third person pursuant to a fund, plan, or pro�nam; and
2. The rate of costs to the Contractor which may be reasonably anticipated in providing
benefits to workmen, laborers, and mechanics pursuant to an enforceable commitment to
carry out a financially responsible plan or program which was communicated in writing to
the workmen, laborers, and mechanics affected, for medical or hospital care, pensions on
retirement or death, compensation for injuries or illness resulting from occupational activity,
or insurance to provide any of the foregoing, for unemployment benefits, life insurance,
disability and sickness insurance, or accident insurance, for vacation and holiday pay, for
defraying costs of apprenticeship or other similar programs, or for other bona fide fringe
benefits, but only where the Contractor is not required by other Federal, state or local law to
provide any of such benefits.
G. The rules and regulations of the Department of Labor and Industries and the schedule of
prevailing wage rates for the locality or localities where this contract will be performed as
determined by the industrial Statistician of the Department of Labor and Industries, are by
reference made a part of this contract as though fully set forth herein. Inasmuch as the
Contractor will be held responsible for paying the prevailing wages, it is imperative that all
Contractors familiarize themselves with the current wage rates before submitting their bids
based on these specifications on projects governed by wage rates determined by the State of
Washington Department of Labor and Industries and the U.S. Secretary of Labor. If there is a
difference between the two in the prevailing rate of wage for a similar classification of labor,
the Contractor shall pay not less than the wage which is the higher of the two.
H. The Contractor, on or before the date of commencement of work, shall file a statement under
oath with the Owner and with the director of Labor and Industries certifying the rate of hourly
wage paid and to be paid each classification of laborers, workmen, or mechanics employed
upon the work by the Contractor or Subcontractor which shall be not less than the prevailing
CITY OF [3REMGRTON STANDARU GtNGRAI.. C'ONDITIONS
00700-70 '
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' rate of wage. Such statement and any supplemental statements which may be necessary shall
be filed in accordance with the practices and procedures required by the Department of Labor
and Industries.
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I. In case any dispute arises as to what are the prevailing rates of wages for work of a similar
nature and such dispute cannot be adjusted by the parties in interest, including labor and
management representatives, the matter shall be referred for arbitration to the Director of the
Department of Labor and Industries of the State of Washington and his decision therein shall
be final and conclusive and binding on all parties involved in the dispute.
J. Prior to commencing work, each contractor and each and every subcontractor shall file a
sworn statement of intent with the Owner and with the Department of Labor and Industries as
to the prevailing wage rate, including fringe benefits, for each job classification to be utilized.
K. Each application for payment submitted by a Contractor for payment on a project estimate
shall state that prevailing wages have been paid in accordance with the pre-filed statement or
statements of intent on file with the Department of Labor and Industries as approved by the
Industrial Statistician.
L. At the conclusion of the project, the Contractor and its subcontractors shall submit affidavits
of wages paid and request for release to the Department of Labor and Industries for
certification by the Director. Release of retainage on the contract shall be withheld until
certification by the Director has been received by the Owner that the prevailing wage
requirements of the law have been satisfied.
18.03 Wuter Polla�tion Contr•ol Regirirement.s
A. The Contractor shall conduct the Work in accordance with all applicable pollution control
laws. The Contractor shall comply with and be liable for all penalties, damages, and
violations under Chapter 90.48 RCW, in performance of the Work.
18.04 Prevention of Envij•onrnef�tal Pollirtion & Pf°e.servation of P��blic Nat��ral Reso�rt•ces
A. The following list represents those federal, state and local statutes, ordinances and regulations
pertinent to the preservation of public natural resources currently known to the Owner that
may affect or are affected by the work. Bidders shall review such materials and related
regulations prior to submitting bids.
1. Federal. National Environmental Policy Act of 1969, 42 USGC 4321 et. seq; Executive
Order 11514; Clean Water Act, 33 USGC 1251 et seq.
2. STATE. Water Pollution Control Act, Chapter 90.48 RCW; State Environmental Policy
Act of 1971, Chapter 43.21 C RCW and WAC Chapter 197-11; Noise Control Act of 1974,
Chapter 70.107 RCW; Washington Clean Air Act, Chapter 70.94 RCW and WAC Chapter
173-400; Shoreline Management Act of 1971; Chapter 90.58 RCW.
END OF SECTION
CITY OF QRF•.MERTON STANDARD GEN[;RAI. CONDITIONS
' 00700-71
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SUPPLEMENTARY CONDITIONS
SECTION 00800
GENERAL
These Supplementary Conditions (SC's) amend or supplement the Standard General
Conditions (General Conditions) of the Construction Contract and other provisions of the
Contract Documents as indicated below. All provisions which are not so amended or
supplemented remain in full force and effect.
ARTICLE 3— CONTRACTS DOCUMENTS; INTENT, AMENDING, REUSE
SC — 3.03.B. Delete Paragraph 3.03.B.1.a of the General Conditions in its entirety and
insert the following in its place:
a. In resolving conflicts resulting from errors or discrepancies in any of the Contract
� Documents, the order of precedence shall be as follows:
1. Permits from other agencies as may be required by law
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2. Change Orders
3. Agreement
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4. Addenda
5. Contractor's Bid (Bid Form)
6. Supplementary Conditions
7. General Conditions
8. Technical Specifications
9. Referenced Standard Specifications
10. Drawings
With reference to the Drawings the order of precedence is as follows:
a. Dimensions govern over scaled dimensions. �
b. Detail drawings govern over general drawings.
c. Addenda and Change Order drawings govern over any other drawings.
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d. Contract Drawings govern over standard drawings.
ARTICLE 4- AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
REFERENCE POINTS
SC — 4.02.0 Add the following paragraph after 4.026 of the General Conditions.
C. CONTRACTOR may rely upon the general accuracy of the technical data contained
in reports and drawings listed below, except for such physical dimensions that can be
field verified. The reports are available from the Engineer upon request. The
following reports and drawings shall not be understood to be, and are NOT Contract
Documents.
' RESERVOIR N0. 19 & 20 - INTERIOR COATING REPLACEMENT
MAY 2014
SUPPLEMENTARY CONDITIONS
00800-1
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There are no subsurface reports associated with this proiect.
SC — 4.06.A. Add the following at the end of Paragraph 4.06.A of the General Conditions:
In preparation of the Contract Documents, the ENGINEER has used the following
reports and/or drawings, explorations or tests of any hazardous environmental condition
at the Site:
There are no hazardous environmental condition reports associated with this
rp oiect.
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES �
SC — 6.02 A. Add the following at the end of paragraph 6.02.B
Regular working hours shall be 8 hours per day, with maximum 1 hour for lunch break, 5
days per week, Monday thru Friday, no more than 40 work hours per week. The hours
of work may be between 7 a.m. and 5 p.m. Work outside these parameters is not
permitted unless requested by the Contractor in writing and approved by the Owner in
writing. A 10-hour day, four days per week, will be permitted, but must be requested in
writing prior to the actual work. The Contractor shall submit their work schedule at the
pre-construction meeting. Any change in schedule shall be requested minimum 72
hours before the actual change. When work hours are greater than 8 hours per day (or
10 hours per day if approved) or more than 40 hours per week, this shall be considered
overtime. The Contractor shall notify the Owner minimum 72 hours before the actual
work when intending to work overtime.
SC — 6.20.A.10 Add the following paragraph to Section 6.20 A.
A. CONTRACTOR may rely upon the general accuracy of the technical data contained
in reports and drawings listed below, except for such physical dimensions that can be
field verified. The reports are available at from the Engineer upon request. The
following reports and drawings shall not be understood to be, and are NOT Contract
Documents. The Contractor shall indemnify, defend, and hold harmless the Owner,
the Engineer, their consultants, subconsultants, and the officers, directors,
employees, and agents of each and any of them, against and from all claims and
liability arising under, by reason of, related, or incidental to the Contract Documents or
any performance of the Work, but not from the sole negligence or willful misconduct
of the Owner and/or the Engineer. Such indemnification by the Contractor shall
include, but not be limited to, the following:
SC — 6.20.E. Add the following at the end of Paragraph 6.20 of the General Conditions:
E. The provisions of this section shall survive the expiration or termination of this
contract.
END OF SECTION
RESERVOIR N0. 19 8 20 - INTERIOR COATING REPLACEMENT SUPPLEMENTARY CONDITIONS
MAY 2014 00800-2
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State of Washington
Department of Labor & Industries
Prevailing Wa�e Section - Telephone 360-902-5335
PO Box 44540, Olympia, WA 98504-4540
Washington State Prevailing Wage
The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of
fringe benefits. On public works projects, worker's wage and benefit rates must add to not
less than this total. A brief description of overtime calculation requirements are provided on
the Benefit Code Key.
Journey Level Prevailing Wage Rates for the Effective Date: 5/7/2014
Countv Trade Job Classification Wa e HolidayOvertime Note
Kitsap Carpenters Acoustical Worker $50.82 5D 1M
Kitsap Carpenters Bridge, Dock And Wharf �$50.82� 5D ' 1M �
Carpenters ' � , �
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Kitsap Carpenters , Carpenter $50.82 5D 1M �
Kitsap Carpenters _ Carpenters on Stationary Tools $50.95 5D 1M
Ki tsap Carpenters Creosoted Material $50.92 5D 1M
Kitsap Carpenters Floor Finisher $50.82 5D 1M
Kitsap Carpenters Floor Layer $50.82 5D 1M
Kitsap Carpenters Scaffold Erector $50.82 5D 1M
Kitsap Electricians - Inside Journey Level $51.26 1
Kitsap Laborers Air, Gas Or Electric Vibrating $41.69 7A 31
Screed
Kitsap Laborers A irtrac Drill Operator $42.99 7A 31
Kitsap Laborers Ballast Re�ular Machine $41.69 7A 31
Kitsap Laborers �Batch Weighman $35.34 7A 31
Kitsap Laborers Brick Pavers $41.69 7A 31
Kitsap Laborers Brush Cutter $41.69 7A 31
Kitsap Laborers Brush Hog Feeder $41.69� _7A 31
Kitsap Laborers Burner $41.69 7A 31 �
Kitsap Laborers Caisson Worker $42.99 7A 3 1
Kitsap Laborers Carpente Tender $41.69 7A 31
Kitsap Laborers Caulker $41.69 7A 31
Kitsap Laborers Cement Dumper-pavin� $42.46 7A 31
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' Kitsap Laborers Cement Firnsher Tender $41.69 7A 31
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�Kitsap � Laborers �Chan�e H ouse Or Dry Shack $41.69 7A � 31 � !
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; K�itsap Laborers Ch ippin g Gu (u 30 Lbs.) $41.69 7A ` 31
�------�-� - -- - � -- - - -� - - -
�Kitsap � Laborers C hipping Gun(30 Lbs. And Over) $42.46 7A r 31 �___
�--------� ----�-----------�-- - - ---
g Kitsap � Laborers Ch oker Setter $41.69; 7A 1 31
:-
�K� itsaP Laborers _� � Ch uckTender � � $41�.69 7A �_ 31 __
�Kitsap Laborers Clary Power Spreader $4 _ W __ _ 7 _ . A . 31 ��
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Ki� tsaP � Laborers Clean-up La borer $41.69 7A i 31 �
°Kitsap� Concrete Dumper/chute $42.46 7A � 31
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----�--l--- ��--�-------- -- --� �
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� Kitrap �Laborers Concrete Form Stripper $41.69 7A_� 31
--�-- � ------ - -�--- ---�� t -� -
�Kitsap ; Laborers Concrete Placement Crew $42.46 7A � 31
� Kitsap i Laborers Concrete Saw Operator/core $42.46 7A j 31
i � Driller i
�Kitsap �Laborers � Crusher Feeder $35.34 7A i 31
�------__-�.� .._�..
Kitsap � Laborers !Curing Laborer $41.69 7A � 31
: Ki� 'tsa ; Laborers Demolition: W reckin Ft Movin �$41.69 7A i 31
P � I � �
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Kitsap ;Laborers �
� Dit ch Digger $41.69 7A � 3 1
Kitsap ! Laborers D er $42.99 7A � 31
� Kitsap iLaborers �DrillOperator $42.46 7A I 31
; I(hydraulic,diamond)
, �____-- ----�-
Kitsap �Laborers ��Dry�Stack Walls $41.69 7 ' 31
�K ti' sap �Laborers ;Dump Pe rson $ 41.69 7A 31
Kitsap � Laborers ;Epoxy T $4 1.69 7A 31
-� . - .
Kitsap � Laborers j Erosion Control Worker $41.69 7A 31
Kitsap i Laborers �Faller �t Bucker Chain Saw $42.46 7A 31
Kitsa � Laborers �Fine Gra $41.69 7A � 31 �.
Kitsap � Laborers � � �Firewatch $35.34 7A 31
Kitsap Laborers � Form Setter Y $41.69 7A_ 31
---� - � - --�---- ----. . ... ---. _. _
Kitsap Laborers `Gabian Basket Builders $41.69 7A 31
-� -� - -�-I... -- -- - --�-
Kitsap Laborers ;General Laborer $41.69 7A 31
Kitsap Laborers � IGrade Checker Et Transit Person $42.99 7A 31 �
Kitsap Laborers s Grinders $41.69 7A � 31
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Kitsap ,Laborers �Grout Machine Tender $41.69 7A � 31
Kitsap ILaborers �Groutmen (pressure)including $42.46 7A 31
� I Post Tension Beams I
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Kitsap Laborers j Guardrail Erector $41.69 7A 31
- -- � -;-- -. - . .
Kitsap Laborers ;Hazardous Waste Worker (level $42.99� 7A 31
�- �- ---�- ----- ----�---�- --- --
Kitsap Laborers �Hazardous Waste Worker (level $42.46 7A I 31 I
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� Kitsap Laborers Hazardous Waste Worker (level �$41.69� 7A � 31 �
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Kitsap Laborers _ ___ High Scaler ___ __ _ $42.99 _ 7A 31 �___
Kitsap Laborers � Jackhammer $ 42.46j 7A � 31 �
Kitsap Laborers tLaserbeam Operator $42.46I 7A I 31 +
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Kitsap Laborers Ma intenance Person $41.691 7A 31 !
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Kitsap Laborers iManhole Builder-mudman $42.46� 7A 31
Kitsap Laborers �Materi Yard Person $41.69 7A 31
Kitsap Laborers Motor Locomotive $42.46 7A � 31 �
--� ---- ;_.
� Kitsap Laborers � No�leman (concrete Pump, $42.46 7A ' 31 ;
IGreen Cutter When Using � �
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iAir �t Water On Concrete �t I � ;
' Rock, Sandblast, Gunite, j I .
Shotcrete, Water Bla i �
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Kitsap Laborers Pavement Breaker �$42.46 7A 31
Kitsap Laborers Pilot Car $35.34 7A 31 �
Kitsap Laborers Pipe Layer Lead �_� $42.99 7A � 31 j
—�--- �
Kitsap Laborers Pipe Layer/tailor $42.46 7A �_31 i
�Kitsap Laborers __!Pipe Pot Te nder $42.46 7A ! 31 i
Kitsap Laborers Pipe Reliner $42.46 7A 31 �
Kitsap Laborers Pipe Wrapper $42.46 7A 31
Kitrap Laborers Pot Tender $41.69 7A 31
Kitsap Laborers � �Powde $42.99 7A , 31 �
Kitsap Laborers � Powderman Helper $41.69 7A � 31
Kitsap Laborers ! Power Jacks $42.46 7A 31 �
Kitsap Laborers � Railroad S pike Pulle - Power $42.46 7A � 31 �
Kitsap Laborers Raker - Asphalt $42.99 7A 31 i
Kitsap Laborers �Re-timberman $42.99 7A 31
Kitsap Laborers ,Remote Equipment Operator $42.46 7A 31
Kitsap Laborers Rigger/signal Person $42.46 7A 31 �
Kitsap Laborers Rip R Person $41.69 7A ` 31
Kitsap Laborers Rivet Buster $42.46 7A� 31
Kitsap Laborers dRo der $42.46 7A j 31
Kitsap Laborers jScaffold Erector $41.69 7A i 31 j
Kitsap Laborers Scale Pers $41.69 7A i 31 �
Kitsap Laborers F i5loper (over 20") $42.46 7A ' 3
9 �Kitsap Laborers Sloper Sprayer $41.69 7A _i 31 .
� Kitsap Laborers Spreader (c $42.46 7A_j 31
---- ----� -- - -- -- �— - _-- �
Kitsap Laborers �Stake Hopper $41.69 7 A �
Kitsap Laborers jStock Piler $41.69 7A � 31
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� Kitsap
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Kitsap jLaborers
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Kitsap ;Laborers
Kitsap � Laborers
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Kitsap iLaborers
Kitsap � Laborers
Kitsap !L aborers
Kitsap Laborers
Kitsap !Painters
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�Tamper £t Similar Electric, Air £tl $42.46� 7A
Gas Operated Tools ,
Tamper (multiple �t Self- $42.46� 7A
propelled) ,
. —_.. � _.
Timber Person - Sewer (lagger, $42.46� 7A
Sh orer £t Cribber)
Toolroom Person (at Jobsite) $41.69 7A
Topper ^ � � � $41.69 � 7A
Track Laborer $41.69� 7A
Track Liner (power) $42.46i 7A
____ ��_. _ � .��_
Traffic Control Laborer i$37.79 7A
Traffic Control Supervisor �$37.79 7A
Truck Spotter j 7A
Tugger Operator � 42.46� �7A
Tunnel Work-Compressed Air ' $60.06I 7A
'�,Wor 0-30 psi
Tunnel Work-Compressed Air � $65.09 7A
Wo rke r 30.01-4 psi �
Tunnel Work-Compressed Air $68.77 7A
W orker 4 4.01-54.00 psi ;
Tunnel Work-Compressed Air 74.47t 7A
Worker 54.01-60.00 psi j �
Tunnel Work-Compressed Air , $76.59 7A
Worker 60.01-64.00 psi � �
Tunnel Work-Compressed Ai 8 69 7A
Worker 64.01-68.00 psi I
Tunnel Work-Compressed Air i$83.59 7A
Wor 68.01-70.00 psi
Tunnel Work-Compressed Air �$85.59 7A
Worker 70.01-72.00 psi �
Tunnel Work-Compressed Air $87.59 7A
Worker 72.01 -74.00 psi
Tunnel Work-Guage and Lock i$43.09 7A
Tender
Tunnel Work-Miner I $43.09 7A
Vibrator � �_ $42.46 7A
VinylS I $41.69 7A
Watchman 3212 7A
Welder i $42.46 7A
Well Point Laborer $42.46 7A
Window Washer i $32.1 7A
Journey Level j $37.80 6Z
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Journey Level $62.57 5A
Asphalt Mix Over 16 Yards (W. $48.87� 5D
WA-Joint Council 28)
-- —�----G
Asphalt Mix To 16 Yards (W. i$48.03 5D
WA-Joint Council 28) ; �
Dump Truck
Dump Truck And Trailer
Other Trucks
Transit Mixer
$19.60
$19.60
$18.37
$20.79
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SECTION 01010
PART 1 — GENERAL
1.01 TYPE OF CONTRACT
This Contract is a Lump Sum Contract
1.02 DESCRIPTION OF WORK
The Work includes all labor, equipment, and materials to recoat the interior of a 1,000,000
gallon welded steel potable water reservoir (Reservoir 20) and the interior roof/lid of a
2,000,000 gallon welded steel potable water reservoir (Reservoir 19). The work includes
cleaning out the tanks, removal of existing coal tar based coating, surface preparation,
sandblasting to SSPC-SP10 near white metal cleaning and proper disposal of existing coal
tar coating, painting entire interior of Reservoir 20, painting the interior roof/lid of Reservoir
19 including the hatch doors and frames, roof top vent plates, interior steel ladders, cleanup
of both sites, restoration, and disinfection of the Reservoirs upon completion and
acceptance by the City in accordance with AWWA Standards. Reservoir 19 & 20 received
a seismic upgrade in May 2005 that included an interior perimeter concrete floor ring. The
internal floor ring is approximately 1.5' high x 8' wide. This work will also include surface
preparation of the concrete and concrete-steel interface, removal of any potential concrete
splatter on the existing steel or steel coating system, sand blasting, caulking and coating of
the concrete and concrete-steel interface.
The level of Lead-Based Paint is identified in the Appendix C. See the Evergreen Analytical
Services, Inc. Laboratory Report.
If applicable, the cost for permitting, loading, transporting and disposal of disturbed lead-
based paint covered surfaces shall be made part of this Contract and the associated cost
included in the Contractor's Lump Sum Bid Price for each reservoir. Note: The disturbance
of the exterior lead-based paint will occur if a door sheet is cut-out to access the Reservoir
and the associated cost shall be incidental to and included in the Total Lump Sum Bid.
END OF SECTION
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT SUMMARY OF WORK
, MAY 2014 01010-1
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1.01
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SECTION 01020
REGULATORY REQUIREMENTS
A. This project shall comply with the most recent publications of the following:
1. Uniform Building Code (UBC)
2. Uniform Building Code Standards (UBCS)
3. American Institute of Steel Construction (AISC)
4. American Welding Society (AWS)
5. American Water Works Association (AWWA)
6. Washington State Department of Transportation (WSDOT)/ American Public
Works Association (APWA) Standard Specifications for Road Bridge and
Municipal Construction
7. Puget Sound Clean Air Agency (PSCAA) for Lead-Based Paint covered
surfaces
8. Washington State Department of Labor and Industries (L&I).
B. The latest edition of the requirements in effect at the date of submission of bids shall
apply.
C. The Contractor is responsible to comply with laws and codes applicable in
performing the Work.
D. The Contractor is responsible to report code deficiencies in the design to the
Engineer prior to proceeding with the Work.
E. In cases where the Contract Documents are more restrictive than applicable codes,
the Contractor shall comply with the Contract Documents.
1.02 REFERENCE STANDARDS
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A. When these Specifications state that Work or tests shall conform to specific
provisions in a referenced standard, specification, code, recommendation, or
manual published by an association, organization, society, or agency the
referenced provision shall be considered a part of these specifications as fully as if
included in total. When these Specifications or applicable codes contain higher or
more restrictive requirements than those contained in reference standards these
Specifications or applicable codes shall govern.
B. The latest edition of a referenced standard published at the time of submission of
� bids shall apply unless a specific date for the referenced standard is cited in these
Specifications.
' 1.03 SPECIFICATION LANGUAGE AND STYLE
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A. Many parts of the Specification as well as notes on the Drawings are written in the
active voice and are addressed to the Contractor.
REFERENCE STANDARDS AND DEFINITIONS
' RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS
MAY 2014 01020-1
1. When words or phrases requiring an action or performance of a task are
used, it means that the Contractor shall provide the action or perform the
task. For example: provide, perform, install, furnish, erect, connect, test,
operate, adjust, or similar words mean that the Contractor shall perform the
action or task referred to.
2. When words or phrases requiring selection, acceptance, approval, review,
direction, designation, or similar actions are referred to, it means that such
actions are the City's or the Engineer's prerogative and that the contractor
must obtain such action before proceeding.
B. Requirements in the Specifications shall apply to all work of similar type, kind or
class even though the word "all" or "typical" may not be stated.
1.04 DEFINITIONS
The following terms, when used in the Contract Documents, shall have the following
meanings:
ACCEPTABLE
PERFORM
REQUIRED
SATISFACTORY
SHOWN
SITE
SPECIFIED
SUBMIT
1.05 ABBREVIATIONS
"acceptable to the Engineer"
"perform all operations required to complete the work
referred to in the accordance with the intent of the
Contact Documents"
"required by the Contract Documents or required to
complete the Work and produce the intended results"
"acceptable to the Engineer"
"as indicated on the Drawings"
"geographical Iocation of the Project and land within the
work area shown on the contract drawings and within
which the Work will be installed or builY'
"as written in the Contract Documents including the
Specifications and the Drawings"
"submit to the Engineer"
The following acronyms or abbreviations are used in these Specifications for the
organizations listed:
Abbreviations Stand For
AASHITO American Association of State Highway and Transportation Officials
AAMA Architectural Aluminum Manufacturers Association
ABMA American Boiler Manufacturers Association
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS
MAY 2014 01020-2
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ADC
AGA
AG MA
AI
AISC
AISI
AITC
AMCA
ANSI
APA
API
APWA
AREA
ASCE
ASHRAE
ASME
ASTM
AW PA
AW S
AWWA
CAG I
CBM
CBR
CI
CISPI
CMAA
CPSC
C RA
CRSI
CS
CTI
DFPA
DOE
DOH
EIA
EPA
ETL
FM
FPS
FS
HI
HMI
IAPMO
ICPO
IEEE
IES
IGCC
IPCE
I SA
L&I
American Concrete Institute
Air Diffusion Council
American Gas Association
American Gear Manufacturers Association
Asphalt Institute
American Institute of Steel Construction
American Iron and Steel Institute
American Institute of Timber Construction
Air Moving and Conditioning Association
American National Standard Institute
American Plywood Association
American Petroleum Institute
American Public Works Association
American Railway Engineering Association
American Society of Civil Engineers
American Society of Heating, Refrigeration and Air Conditioning
Engineers
American Society of Mechanical Engineers
American Society for Testing and Materials
American Wood Preservers' Association
American Welding Society
American Water Works Association
Compressed Air and Gas Institute
Certified Ballast Manufacturers
California Bearing Ratio
Chlorine Institute
Cast Iron Soil Pipe Institute
Crane Manufacturers Association of America
Consumer Products Safety Commission
California Redwood Association
Concrete Reinforcing Steel Institute
Commercial Standards for the U,S. Department of Commerce
Cooling Tower Institute
Douglas Fire Plywood Association
Washington State Department of Ecology
Washington State Department of Health
Electronic Industries Association
U.S. Environmental Protection Agency
Electronic Testing Laboratory
Factory Mutual Insurance Company
Fluid Power Society
Federal Specifications
Hydraulic Institute
Hoist Manufacturers Institute
International Association of Plumbing and Mechanical Officials
International Conference of Building Officials
Institute of Electrical and Electronic Engineers
Illuminating Engineering Society
Insulating Glass Certification Council
International Power Cable Engineers Association
Instrument Society of America
Washington State Department of Labor and Industries
, RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS
MAY 2014 01020-3
NAAMM
NBS
NCPI
NEC
NEMA
NEPA
N ETA
NFPA
NGVD
NSF
NW MA
OSHA
PCA
RCW
REA
SAMA
SMACNA
SSPC
TCA
UBC
UPC
UFC
UMC
USDC
UL
WAC
WCLIB
WIC
WISHA
WSEC
WSS
National Association of Architectural Metal Manufacturers
National Bureau of Standards
National Clay Pipe Institute
National Electrical Code
National Electrical Manufacturers Association
National Environmental Policy Act
International Electrical Testing Association
National Fire Protection Association
National Geodetic Vertical Datum
National Sanitation Foundation
National Woodwork Manufacturers Association
Occupational Safety and Health Act
Portland Cement Association
Revised Code of Washington
Rural Electrification Administration
Scientific Apparatus Makers Association
Sheet Metal and Air Conditioning Contractors National Association
Structural Steel Painting Council
Tile Council of America �
Uniform Building Code
Uniform Plumbing Code �
Uniform Fire Code
Uniform Mechanical Code
U.S. Department of Commerce
Underwriters Laboratories
Washington Administration Code
West Coast Lumber Inspection Bureau
Woodwork Institute of California
Washington Industrial Safety and Health Act
Washington State Energy Code
Washington State Department of Transportation (WSDOT)/ American
Public Works Association (APWA) Standard Specifications for Road
Bridge and Municipal Constructions
END OF SECTION
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT REFERENCE STANDARDS AND DEFINITIONS ,
MAY 2014 01020-4
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MEASUREMENT AND PAYMENT
SECTION 01025
PART 1 - GENERAL
1.1 SCOPE
A. Payment for the various items of the Bid Schedule, as further specified herein, shall
include all compensation to be received by the CONTRACTOR for furnishing all tools,
equipment, supplies, and manufactured articles, and for all labor, operations, and
incidentals appurtenant to the items of work being described, as necessary to complete
the various items of the WORK all in accordance with the requirements of the Contract
Documents, including all appurtenances thereto, and including all costs of permits and
cost of compliance with the regulations of public agencies having jurisdiction, including
Safety and Health Requirements of the Washington Division of Industrial Safety and
Health Act (WISHA), and the Occupational Safety and Health Administration of the U.S.
Department of Labor (OSHA). No separate payment will be made for any item that is not
specifically set forth in the Bid Schedule, and all costs therefor shall be included in the
prices named in the Bid Schedule for the various appurtenant items of work.
1.2
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Bid Item 1— Reservoir 19 Interior Coating Replacement
Measurement for payment to recoat the interior roof/lid of Reservoir 19 will be lump sum.
Modifications will be based upon the component parts listed in the Schedule of Values.
B. Total payment for the Reservoir 19 Interior Coating Replacement will be made at the price
in the Bid Schedule under Item No. 1. Such price named shall constitute full
compensation for the Work included in this bid item to recoat the interior roof/lid of a
2,000,000 gallon welded steel potable water reservoir. The work includes cleaning out
the tank, removal of existing coal tar based coating, surface preparation, sandblasting to
SSPC-SP10 near white metal cleaning and proper disposal of existing coal tar coating,
painting the interior roof/lid of Reservoir 19 including the hatch doors and frames, roof
top vent plates, and interior steel ladders. The Work also includes cleanup of the site,
restoration, and disinfection of the reservoir upon completion and acceptance of the
coating by the City.
Reservoir 19 received a seismic upgrade in May 2005 that included an interior perimeter
concrete floor ring. The internal floor ring is approximately 1.5' high x 8' wide. The Work
will also include surface preparation of the concrete and concrete-steel interface,
removal of any potential concrete splatter on the existing steel or steel coating system,
sand blasting, caulking and coating of the concrete and concrete-steel interface.
1.3
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Bid Item 2— Reservoir 20 Interior Coating Replacement
Measurement for payment to place interior coating for Reservoir 20 will be lump sum.
Modifications will be based upon the component parts listed in the Schedule of Values.
B. Total payment for the Reservoir 20 Interior Coating Replacement will be made at the price
in the Bid Schedule under Item No. 2. Such price named shall constitute full
compensation for the Work included in this bid item to recoat the entire interior of a
1,000,000 gallon welded steel potable water reservoir. The work includes cleaning out
the tank, removal of existing coal tar based coating, surface preparation, sandblasting to
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT MEASUREMENT AND PAYMENT
' MAY 2014 01025-1
SSPC-SP10 near white metal cleaning and proper disposal of existing coal tar coating,
painting the entire interior of Reservoir 20 including the hatch doors and frames, roof top
vent plates and interior steel ladders. The Work also includes cleanup of the site,
restoration, and disinfection of the reservoir upon completion and acceptance of the
coating by the City.
Reservoir 20 received a seismic upgrade in May 2005 that included an interior perimeter
concrete floor ring. The internal floor ring is approximately 1.5' high x 8' wide. The Work
will also include surface preparation of the concrete and concrete-steel interface,
removal of any potential concrete splatter on the existing steel or steel coating system,
sand blasting, caulking and coating of the concrete and concrete-steel interface.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT MEASUREMENT AND PAYMENT
MAY 2014 01025-2
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PART 1 - GENERAL
1.1 DESCRIPTION
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SECTION 01030
SAFETY, HEALTH AND
HAZARDOUS MATERIALS HANDLING
This section specifies safety, health and hazardous materials handling requirements.
The Contractor shall comply with this Specification and provide all necessary tools,
equipment and personnel to ensure compliance with applicable laws, regulations and
ordinances. Safety and health responsibilities for all work at the project site are to be
borne by the Contractor.
GENERAL
In accordance with generally accepted construction practice, applicable law and
regulations, the Contractor shall be solely and exclusively responsible for:
1. Construction means and methods.
2. Safety of employees engaged n the work while on and off the site.
3. Safety of the City, the paint manufacturer representative, and others who
may visit or be affected by the work.
4. Safety of the work itself including material and equipment to be
incorporated therein.
5. Safety of other property at the site or adjacent thereto.
6. Safety programs, equipment, and protective devices required to assure the
safety of persons and property for whom/which the Contractor is
responsible.
A. The duties of the City in conducting review of the Contractor's performance is not
intended to include review of the adequacy of the Contractor's work methods,
equipment, bracing, scaffolding, rigging, or safety measures in, or near the
construction site.
B. The Contractor is hereby informed that work on this project could be hazardous.
The Contractor shall carefully instruct all personnel working in potentially
hazardous work areas as to potential dangers and shall provide such necessary
safety equipment and instructions as required to prevent injury to personnel and
damage to property, and to comply with all applicable laws • and regulations
including WISHA, Federal OSHA, and other regulations referenced in these
Contract Documents.
C. The Contractor shall, at all times, maintain the job in a condition that is safe for
the City, and paint manufacturer representative, to make site visits and to conduct
progress review. The Contractor shall provide the City, the paint manufacture
representative safe access to every part of the Work at all times work is in
progress for observation, inspecting and testing. The Contractor shall give two (2)
days notice of work being ready for required inspection, test or approval or intent
to cover work up to the paint manufacturer representative.
RESERVOIR NO. 19 & 20 - INTERIOR COATING SAFETY, HEALTH, AND HAZARDOUS MATERIAL FiANDLING
' MAY 2014 01030-1
D. The Contractor shall prepare a"Safety Plan" meeting the requirements of
applicable regulations. As a minimum, the Contractor's Safety Plan shall set forth
definite procedures for informing workers about safety, for instructing workers in
safe practices, for assuring that workers are using appropriate safety equipment
and safe work practices, and for reporting accidents.
1.3 QUALITY ASSURANCE
A. References standards:
Reference
29 USC 651 et seq.
29 CFR 107
1.4
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Title
Federal Occupational Safety and Health Act
Federal Contract Works Hours and Standards
29 CFR 1910 OSHA General Health and Safety Standards
29 CFR 1926 OSHA Construction Safety and Health Standards
RCW 49.17 Industrial Safety and Health Act
RCW 70.105
Hazardous Waste Disposal Act
RCW 70.105D Hazardous Waste Clean-Up: Model Toxic Control Act
Chapter 296-24 WAC General Safety and Health Standards �
Chapter 296-36 WAC
Chapter 296-62 WAC
Chapter 296-155 WAC
Safety Standards - Compressed Air Work
General Occupational Health Standards
Safety Standards for Construction Work
Chapter 173-303 WAC Dangerous Waste Regulations
Chapter 173-340 WAC Model Toxic Control Act
DEFINITIONS
Hazardous materials:
1. Any material classified as dangerous waste in accordance with WAC 173-303 or
that in sufficient quantities is classified as dangerous waste.
2. Asbestos material, as defined in Puget Sound Clean Air Agency (PSCAA),
Removal and Encapsulation of Asbestos Materials.
3. Polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs),
explosives, radioactive materials, and others deemed as such by regulatory
agencies having jurisdiction over such matters.
RESERVOIR NO. 19 & 20 - INTERIOR COATING SAFETY, HEALTH, AND HAZARDOUS MATERIAL HANDLING
MAY 2014 01030-2 '
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Contaminated materials:
1. Materials containing contaminants—such as hydrocarbons, PCBs, diesel fuels,
gasoline, lead paint, heavy metals, solvents, and other types of fuel oils—in
sufficient quantities to necessitate special handling and disposal under applicable
regulations.
SPECIAL CONSIDERATIONS
A. The Contractor shall be responsible for implementing comprehensive safety, health and
hazardous materials handling programs. In addition to the Contractor's regulatory
responsibilities for its employees, it shall assume full responsibility for all matters related
to health, safety and hazardous materials (including worker and community Right-to-
Know) of all people on or near the site.
B. Confined Space. The nature of work will expose workers to confined spacing having
possible conditions which are explosive, toxic and oxygen fluctuating. A Confined Space
Program that meets the requirements 29 CFR 1910.146 and Part M of Chapter 296-62-
141 through 296-62-14529 WAC regulations must be in place
C. Gases. Contaminant gases that may be encountered at this site include but are not
limited to hydrogen sulfide, methane, carbon monoxide, carbon dioxide, nitrogen, and
gases from hydrocarbon products. Provide a written Hazard Communication Program
and Emergency Management Plan addressing these and other potential hazardous
substances on site.
D. Infectious Diseases. Sewers have been determined to carry a wide spectrum of
� disease-producing organisms. At a minimum, provide a written Hazard Communication
Program and Biological/Bloodborne Pathogen Program detailing the preventive
measures to be taken to provide an appropriate work environmental for all workers.
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E. Other Construction Site Considerations. Provide a comprehensive written Accident
Prevention Program covering the Contractor's activities on site. Address issues dealing
with precautionary measures to be taken when working near or with dangerous facilities
and installations including but not limited to:
, a. Petroleum products.
b. Toxic or flammable gas.
c. Electrical power.
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1.6 SAFETY PROGRAM
A. General
Conductors of:
1.
a
Develop, implement and maintain until Contract Acceptance a Safety Program that
includes as a minimum the following:
Safety and health risk and/or hazard analysis for each site task and operation.
b. Safety organizational structure and responsibilities.
RESERVOIR NO. 19 & 20 - INTERIOR COATING SAFETY, HEALTH,�AND HAZARDOUS MATERIAL HANDLING
MAY 2014 01030-3
c. Hazard Communication Program.
d. Accident Prevention Program.
e. Confined Space Program.
f. Emergency Management Plan.
g. Respiratory Program.
h. Medical Surveillance Program.
i. Biological Bloodborne Pathogen Program.
j. Safety watch (Ground support besides the Safety Officer).
k. Lighting/Illumination Plan.
I. Ventilation Plan.
m. Access and Egress Plan.
n. Air contaminants including fugitive dusts handling measures.
o. Accident reporting and recordkeeping.
p. Carcinogens and other hazardous materials.
q. Site control measures.
r. Hearing Conservation Program.
s. Personal protective equipment.
t. Employee Informational and Communication Program.
u. Required trainings and certifications.
v. Integration of subcontractor's activities.
w. Excavation support.
x. Equipment and machinery.
2. Locate copies of the Safety Program on the Contractor's worksite and at each of
the subcontractor's worksites.
3. Update each copy of the Safety Program within seven (7) days if any changes are
made at the worksite or to the Safety Program.
RESERVOIR NO. 19 8� 20 - INTERIOR COATING SAFETY, HEALTH, AND HAZARDOUS MATERIAL HANDLING
MAY 2014 01030-4
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1.7 SUBMITTALS
A. Procedures: See Section 01300.
B. Test reports of all waste characterizations, if applicable.
C. Material safety data sheets (MSDS) per WAC 296-62-05413 for all hazardous chemicals
used or stored on-site.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 RESPONSIBILITY FOR EXECUTION .
A. The Contractor shall have full responsibility for execution of safety, health and
hazardous materials handling programs.
END OF SECTION
RESERVOIR NO. 19 8� 20 - INTERIOR COATING SAFETY, HEALTH, AND HAZARDOUS MATERIAL HANDLING
MAY 2014 01030-5
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SECTION 01200
PROJECT MANAGEMENT AND COORDINATION
PART 1 — GENERAL
1.01 PROJECT COORDINATION
A. Coordinate scheduling, submittals and work of various Sections of the
Specifications and subcontractors to assure efficient and orderly sequence of
interdependent construction.
1.02 PRECONSTRUCTION MEETING
A. Prior to beginning the Work, the Contractor and its key personnel and
Subcontractors including the Contractor's Superintendent, Project Manager and
Field Engineer shall attend a meeting with the City to discuss the following:
' 1. Name, Authority and Responsibilities of Parties Involved
2. Project Procedures:
a) Progress Meetings
� b) Correspondence
c) Notification
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d) Submittat of Product Data, Shop Drawing Samples, and Proposed
Equivalents
e) Requests for Clarifications
f) Clarifications
g) Requests for Quotation
h) Work Directive Change
i) Change Orders
j) Engineer's "Items of Concern LisY'
Temporary Schedule and Contractor's Construction Schedule
Temporary Facilities and Control
Testing During Construction
Contractor's Coordination
Maintenance of Record Drawings
Punch Lists and Project Closeout Procedures
Final Deliverables including Record Drawings, Approved Submittals,
Quality Control Reports, and Special Guarantees.
1.03 PROGRESS MEETINGS
A. The Contractor will conduct weekly progress meetings with City at job site.
Attendance required by Contractor's project manager, superintendent, and
. affected Subcontractors and suppliers. The Contractor will prepare, maintain, and
distribute agenda and dated record of: (1) actions required and taken; and (2)
decisions needed and made.
B. Agenda:
1. Review critical items/action list.
I RESERVOIR NO. 19 & 20 - INTERIOR COATING
MAY 2014
PROJECT MANAGEMENT AND COORDINATION
01200-1
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Review work progress. Compare actual progress with planned progress
shown on Contractors rolling three-week Schedule. Discuss corrective
action required. Compare actual and projected progress with Contractor's
Construction Schedule; propose methods to correct deficiencies.
Review status of Submittals; review delivery dates and date of need for
critical items.
Review coordination problems.
Schedule needed testing and critical inspections.
Review critical requirements for each trade or major piece of equipment
prior to beginning work or installation.
Discuss Contractor Quality Control.
Discuss open items on Engineers "Items of Concern List."
Discuss impact of proposed changes on Progress Schedule.
Other business.
1.03 SUBMITTALS
Reference Section 01300 — Contractor Submittals
1.04 SCHEDULE
Reference Section 01311 for scheduling requirements.
1.05 SCHEDULE OF VALUES
The Contractor shall submit a detailed schedule of values at the pre-construction
meeting for review by the Owner. Payment requests will not be approved until the
Schedule of Values has been reviewed and accepted by the Owner.
1.06 CONTRACTOR'S QUALITY CONTROL
A. The Contractor's paint manufacturer representative shall be fully responsible for
inspecting the work to assure that the work, when completed, complies with the
standards for materials and workmanship required�by the Contract Documents.
B. Inspections, periodic observations, and testing performed by the City are for the
City's benefit and information only and shall not be construed as partial or
incremental acceptance of the work and shall not be deemed to establish any duty
on the part of the City to the Contractor, its subcontractors, or suppliers.
C. The Contractor shall:
1. Monitor quality control over suppliers, manufacturer, products, services, site
conditions, and workmanship, to produce work of specified quality.
2. Comply fully with manufacturer's installation instructions, including
performing each step in sequence as recommended by the paint
manufacturer.
RESERVOIR NO. 19 & 20 - INTERIOR COATING
MAY 2014
PROJECT MANAGEMENT AND COORDINATION I
01200-2
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3. Inform the City before proceeding with work when paint manufacturers'
instructions or reference standards conflict with Contract Documents.
4. Comply with specified standards as a minimum quality for the work except
when more stringent tolerances, codes, or specified requirements indicate
higher standards or more precise workmanship.
5. Perform work by persons specializing in the specific trade and class of work
required and qualified to produce workmanship of specified quality.
6. Secure products in place with positive anchorage devices designed and
sized to withstand seismic, static and dynamic loading, vibration, and
physical distortion or disfigurement.
D. If reference standards or manufacturers' instructions contain provisions that would
alter or are at variance with relationships between the parties to the Contract set
forth in the Contract Documents, the provisions in the Contract Documents shall
take precedence.
E. The Contractor shall provide assistance required to the paint manufacturer
' representative or City to adequately inspect the Work including ladders,
scaffolding, rigging, lighting, ventilation, and other aids to facilitate access and
provide a safe working environment.
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PART 2 — PRODUCTS
PART 3 — EXECUTION
Not applicable to this Section
Not applicable to this Section
I RESERVOIR NO. 19 & 20 - INTERIOR COATING
MAY 2014
END OF SECTION
PROJECT MANAGEMENT AND COORDINATION
01200-3
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� 1.1 GENERAL
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SECTION 01300
CONTRACTOR SUBMITTALS
A. Prepare submittal schedule in chronological sequence of "first submittals" with Microsoft
Excel software utilizing forms to be provided by the City. Complete the City provided form
to indicate a generic description of work covered, related specification section numbers,
category of submittal, name of subcontractor, activity or event number on progress
schedule, scheduled date for first submission, and anticipated date materials are required
on site.
The Contractor shall submit the Submittal Control Document in two forms:
' 1. One copy of the Submittal Control Document in electronic format (CD-ROM disc)
2. Three copies printed on 8-1/2 by 11 inch paper or larger
' 1.2 PRE-CONSTRUCTION CONFERENCE SUBMITTALS
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A. At the Pre-construction Conference referred to in Section 01200, the CONTRACTOR shall
submit the following items to the OWNER for review in addition to the items to be
submitted as noted in Paragraph 1.1 above. After the Pre-construction Conference, the
OWNER shall review the items submitted at the conference and may request further
information for any of those items which are determined to be incomplete or insufficient. If
such a request is made, the CONTRACTOR shall be required to submit additional
information as requested within three (3) calendar days after receipt of such request.
B. Submit three (3) printed copies of each item in this section. Submit one (1) electronic copy
on a CD-ROM disk in MS Word, MS Excel, or MS Project format where appropriate for
items 1 — 5.
1. Contractor's and Subcontractor's Contact Information Names and 24-hour contact
telephone numbers of contractor's and each subcontractor's key personnel.
2. Contractor's Labor Classifications and Rates Classification of all workers to be
employed by the Contractor and its subcontractors in the work, excluding the
Contractor's Superintendent and General Foremen (if any), and; straight-time and
overtime Weighted Wage Rates for each submitted labor classification. Update and
resubmit the entire labor classification file whenever worker classifications are
changed, added or deleted:
3. Contractor's Equipment Classifications and Rates: Make and model of each item of
equipment and small tools to be employed by the Contractor and its subcontractors in
the work, and; working and standby (idle) hourly rates for each submitted item of
equipment. Equipment Rental Rate Agreement referenced therein. Update and
resubmit this entire equipment classification file whenever equipment or small tools
classifications are changed, added or deleted.
' RESERVOIR NO. 19 8� 20 - INTERIOR COATING
MAY 2014
CONTRACTOR SUBMITTALS
01300-1
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4. Contractor's CPM Proqress Schedule
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5. Detailed Schedule of Values
6. List of all Subcontractors, including:
a. Percentage value of work assigned.
b. Principal contact(s).
c. Address.
d. Telephone and fax numbers.
List of all requested exceptions to the Contract Documents.
Retainage account information (if applicable)
Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors.
10. All required permits, as applicable.
11. Spill Prevention Control Plan
1.3 SHOP DRAWINGS
A. Wherever called for in the Contract Documents, or where required by the OWNER, the
CONTRACTOR shall furnish to the OWNER for review, four (4) copies plus one
reproducible copy, of each Shop Drawing submittal. The term "Shop Drawings" as used
herein shall be understood to include detail design calculations, shop-prepared drawings,
fabrication, and installation drawings, erection drawings, lists, graphs, catalog sheets, data
sheets, and similar items. Whenever the CONTRACTOR is required to submit design
calculations as part of a submittal, such calculations shall bear the signature and seal of
an engineer registered in the appropriate branch and in the state wherein the project is to
be built, unless otherwise indicated.
B. Shop Drawing submittals shall be accompanied by the OWNER's standard submittal
transmittal form, a reproducible copy of which is available from the OWNER. Any
submittal not accompanied by such a form, or where all applicable items on the form are
not completed, will be returned for resubmittal.
A single submittal transmittal form shall be used for each technical specification
section or item or class of material or equipment for which a submittal is required. A
single submittal covering multiple sections will not be acceptable, unless the primary
specification references other sections for components. Transmittal of a submittal of
various items using a single transmittal form will be permitted only when the items
taken together constitute a manufacturer's "package" or are so functionally related
that expediency indicates review of the group or package as a whole. A multiple-
page submittal shall be collated into sets, and each set shall be stapled or bound, as
appropriate, prior to transmittal to the OWNER.
C. Disorganized submittals which do not meet the requirements above will be returned
without review.
RESERVOIR NO 19 8� 20 - INTERIOR COATING CONTRACTOR SUBMITTALS
MAY 2014 01300-2
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D. For most submittals, the OWNER will return prints of each submittal to the
CONTRACTOR with its comments noted thereon, within 21 calendar days following
receipt by the OWNER. It is considered reasonable that the CONTRACTOR shall make a
complete and acceptable submittal to the OWNER by the second submission of a
submittal item. The OWNER reserves the right to withhold monies due to the
CONTRACTOR to cover additional costs of the OWNER's review beyond the second
submittal.
' E. If a submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN,"
formal revision and resubmission of said submittal will not be required.
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F. If a submittal is returned marked "MAKE CORRECTIONS NOTED," CONTRACTOR shall
make the corrections on the submittal, but formal revision and resubmission of said
submittal will not be required.
G. If a submittal is returned marked "AMEND-RESUBMIT," the CONTRACTOR shall revise
said submittal and shall resubmit the required number of copies of said revised submittal
to the OWNER for review.
H. If a submittal is returned marked "REJECTED-RESUBMIT," it shall mean that the
submitted material or product does not satisfy the specification. The CONTRACTOR shall
prepare a new submittal and shall resubmit the required number of copies of said revised
submittal to the OWNER for review.
Fabrication of an item shall be commenced only after the OWNER has reviewed the
pertinent submittals and returned copies to the CONTRACTOR marked either "NO
EXCEPTIONS TAKEN" or MAKE CORRECTIONS NOTED." Corrections indicated on
submittals shall be considered as changes necessary to meet the requirements of the
Contract Documents and shall not be taken as changes to the contract requirements.
All submittals shall be carefully reviewed by an authorized representative of the
CONTRACTOR, prior to submission to the OWNER. Each submittal shall be dated,
signed, and certified by the CONTRACTOR, as being correct and in strict conformance
with the Contract Documents. In the case of Shop Drawings, each sheet shall be so
dated, signed, and certified. The OWNER will only review submittals which have been so
certified by the CONTRACTOR. All non-certified submittals will be returned to the
CONTRACTOR without action taken by the OWNER, and any delays caused thereby
shall be the total responsibility of the CONTRACTOR.
K. The OWNER's review of submittals shall not relieve the CONTRACTOR of the entire
responsibility for the correctness of details and dimensions. The CONTRACTOR shall
assume all responsibility and risk for any misfits due to any errors in submittals. The
CONTRACTOR shall be responsible for the dimensions and the design of adequate
connections and details.
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� RESERVOIR NO. 19 8 20 - INTERIOR COATING
MAY 2014
CONTRACTOR SUBMITTALS
01300-3
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A. Submittals that are not Shop Drawings or Samples, or that do not reflect quality of
product or method of construction may include, but not be limited to:
1. Applications for payment.
2. Construction photographs. �
3. Progress reports.
4. Progress schedules.
5. Schedule of values.
6. Schedule of estimated progress payments. �
7. Training materials.
8. Training schedules. �
9. Submittals required by laws, regulations, and governing agencies.
1.5 QUALITY CONTROL SUBMITTALS
A. Quality Control submittals may include, but not be limited to:
1. Manufacturer's instructions.
2. Certificates/Certifications:
a. Manufacturer's.
b. Inspection.
c. Governing Agency's.
3. Manufacturer's field service reports.
4. Manufacturer's test reports.
5. Operation and maintenance data.
6. Operation and maintenance manuals.
7. Quality control plan.
8. Reports (inspection and test). •
9. Statements of qualifications.
10. Test specimens.
RESERVOIR NO. 19 & 20 - INTERIOR COATING CONTRACTOR SUBMITTALS
MAY 2014 01300�
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1.6 REQUEST FOR SUBSTITUTION — SPECIAL EQUIPMENT
A. Reference Section 01600 1.7.
1.7 CONTRACTOR'S SCHEDULE
A.
1.8
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B.
The. CONTRACTOR's construction schedule and reports shall be prepared and submitted
to the OWNER in accordance with Section 01311.
SAMPLES
Whenever in the Specifications samples are required, the CONTRACTOR shall submit not
less than 3 samples of each item or material to the OWNER for acceptance.
Unless otherwise indicated, samples, shall be submitted a minimum of 21 days prior to
ordering such material.
C. Samples shall be individually and indelibly labeled or tagged, indicating thereon all
specified physical characteristics and Manufacturer's name. Upon receiving acceptance
of the OWNER, one set of the samples will be stamped and dated by the OWNER and
returned to the CONTRACTOR, and one set of samples will be retained by the OWNER,
and one set of samples shall remain at the Site until completion of the WORK.
D. Unless indicated otherwise, all colors and textures of items presented in sample submittals
shall be from the manufacturer's standard colors and standard materials, products, or
equipment lines. If the samples represent non-standard colors, materials, products, or
equipment lines and their selection will require an increase in Contract Times or Price, the
CONTRACTOR shall clearly indicate same on the transmittal page of the submittal.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
� RESERVOIR NO 19 & 20 - INTERIOR COATING
MAY 2014
CONTRACTOR SUBMITTALS
01300-5
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, 1.1 GENERAL
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SECTION 01311
A. Scheduling of the WORK shall be performed by the CONTRACTOR in accordance with
the requirements of this Section.
B. Development of the schedule, the cost loading of the schedule, monthly payment
requisitions and project status reporting requirements of the Contract shall employ
computerized Critical Path Method (CPM) scheduling. The CPM schedule and all reports
should be prepared with Microsoft Project, Primavera SureTrak, or equal. Hand-written
schedules will not be accepted. Where submittals are required hereunder, the
CONTRACTOR shall submit three copies of each submittal item.
C. The schedule shall include 5 days of delay in the schedule for severe weather conditions
1.2 CPM PROGRESS SCHEDULE
� A. The Contractor shall submit a Progress Schedule no later than ten (10) calendar days
after the Notice to Proceed date. The Progress Schedule shall show the completion of
the entire project from Notice to Proceed through Substantial Completion. The schedule
� shall be based upon the Critical Path Method (CPM) and show activities, restraints, start
dates, end dates, duration, critical milestones, and float.
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B. The Owner will review this schedule and return it to the Contractor within 5-days. The
Contractor shall resubmit the revised schedule within 20 days of the Notice to Proceed
date.
C. Each Schedule Report shall be prefaced with the following summary data:
D. An updated CPM progress schedule shall be submitted with each monthly payment
request. Payment will be withheld until the updated schedule is submitted.
E. Float Ownership: Neither the OWNER nor the CONTRACTOR owns the float time.
The project owns the float time. As such, liability for delay of the project completion date
rests with the party actually causing delay to the project completion date. For example, if
Party A uses some, but not all of the float time and Party B later uses the remainder of
the float time as well as additional time beyond the float time, Party B shall be liable for
the costs associated with the time that represents a delay to the project's completion
date. Party A would not be responsible for any costs since it did not consume all of the
float time and additional float time remained, therefore, the project's completion date was
unaffected.
1.3 THREE-WEEK LOOK AHEAD SCHEDULE
A. The CONTRACTOR shall furnish a three (3) week look ahead schedule at each weekly
construction meeting that indicates the work accomplished during the previous week,
and work to be accomplished in the next two weeks. Data day/date for the 3-week
schedule shall be the meeting date.
' RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT CONTRACTOR SCHEDULE
MAY 2014 01311-1
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT CONTRACTOR SCHEDULE
MAY 2014 01311-2
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SECTION 01500
FACILITY AND SITE ISSUES
PART 1- GENERAL
1.01 TEMPORARY UTILITIES
A. Sanitary Facilities: Contractor to provide and maintain self-contained
portable sanitary facilities for the Contractor's, subcontractor's, Engineer,
and City use. The facilities shall comply with applicable regulations and
shall be serviced, cleaned, and disinfected weekly.
B. Temporary Water and Electrical: City provided water and electrical service
' (120V) will be available on-site for Contractor's use. See Section 00100,
Part 1-2, 1-2.10(B).
, C. When hooking up to the City water supply, a temporary backflow preventer
is required. This can be picked up from the Department of Community
Development and require a$2000 deposit. Water used for the purpose of
' the project will be at no cost to the Contractor. Questionable or wasteful
use may result in billing the Contractor.
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TEMPORARY CONSTRUCTION
A. The Contractor is solely and exclusively responsible for the design,
construction, and maintenance of all temporary construction including
forms, false work, shoring, rigging, scaffolding, stairs, ladders, and all other
similar items.
' B. Construct adequate and safe forms and false work, to rigidly support
partially complete structures. Provide temporary bridges and decking to
maintain vehicular and pedestrian access. Design and construct temporary
' forms, false work, bridges, and decking in accordance with applicable
regulations and codes.
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BARRICADES, FENCES, AND ENCLOSURERS
The Contractor shall provide temporary guard rails, ladders, stairs, guards,
plastic sheeting, and barricades to protect persons in accordance with
applicable regulations within and around the work.
1.03
PROTECTION OF INSTALLED WORK
A. Provide temporary and removable protection for installed products. Control
activity in immediate work area to minimize damage.
1.04
B. Provide heavy planking to protect valve boxes, vaults, curbs, gutters,
paving, and similar surfaces from damage by heavy equipment or vehicles.
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT
MAY 2014
FACILITY AND SITE ISSUES
01500-1
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1.05 SECURITY
A. The Contractor is responsible for security to protect the Work, on-site stored
materials, existing facilities, and City's operations from unauthorized entry,
vandalism, or theft.
B. The site gate shall be locked at the end of each work day. The Contractor shall
provide a temporary lock and use the "daisy-chain" method for locking the gate.
Coordinate with the Owner.
C. The Contractor shall confine the use of the site for work and storage to the
fenced perimeter limits and imposed by any permits.
D. The Contractor shall be responsible for maintaining a safe working environment
for the City, and Contractor's personnel in all areas affected by the Contractor's
work.
1.06
1.07
TEMPORARY CONTROLS
A. Erosion and Sediment Control: Employ measures to prevent erosion and
trap any sediment created by construction operations before it leaves the
site. Prevent sediment from entering the public right-of-way and/or water
bodies. Grade any areas damaged by construction or by erosion and
hydroseed with grass.
B. Pest and Rodent Control: Avoid creating conditions conducive to pests and
rodents. Comply with regulations governing the use of chemicals to control
pests and rodents. �
C. Water Control: Maintain excavations free of water. Protect site from puddling
or running water.
TRAFFIC REGULATIONS — applicable to the specific site location
A. Conduct operations so as to offer least possible obstructions and
inconvenience to the public in general. Do not overload or damage paved
improved or gravel maintained roadway surfaces, sidewalks, curbs, or
gutters.
B. Provide temporary barricades, lights, flag persons, and other means to safely
control pedestrians and vehicular traffic entering and leaving the project site
and on the project site.
C. Develop and follow a traffic control plan in accordance with the Manual on
Uniform Traffic Control Devices (MUTCD).
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT FACILITY AND SITE ISSUES
MAY 2014 01500-2
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1.08 PROTECTION OF EXISTING FACILITIES
A. The Contractor shall protect and maintain all underground or aboveground
utilities and structures affected by the work and all lawns, shrubs, trees,
fences, rockeries, mailboxes, monuments, signs, etc., and parking strips or
private property crossed by or adjacent to his operation. Any damage
shall be repaired and restored by the Contractor to the satisfaction of the
City.
B. The Contractor will be responsible for all damage to roads, highways,
ditches, bulkheads, walls, bridges, culverts, utilities, barricades, lights or
other property, caused by the work, whether such damage be at the site of
the work or caused by transporting of hauling to or from the work. The
Contractor shall repair or replace, or arrange for the repair or replacement
of all such damage to the satisfaction of the City. Any material damaged
by the Contractor's operations shall be replaced with new material at no
additional cost to the City. '
C. Whenever construction work under this Contract is undertaken on
easement, right-of-way, or franchise, all work shall be confined to the limits
of each easement, right-of-way, or franchise, and accomplished so as to
cause the least amount of disturbance and a minimum amount of damage.
The Contractor is responsible to restore the disturbed area(s) to its original
condition and satisfaction of the City.
PART 2— PRODUCTS - Not Used.
PART 3— EXECUTION - Not Used.
END OF SECTION
' RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT
MAY 2014
FACILITY AND SITE ISSUES
01500-3
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PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS
SECTION 01600
PART 1 - GENERAL
1.1 DEFINITIONS
A. The word "Products," as used in the Contract Documents, is defined to include purchased
items for incorporation into the WORK, regardless of whether specifically purchased for
the project or taken from CONTRACTOR's stock of previously purchased products. The
word "Materials," is defined as products which must be substantially cut, shaped, worked,
mixed, finished, refined, or otherwise fabricated, processed, installed, or applied to form
WORK. The word "Equipment" is defined as products with operational parts, regardless
of whether motorized or manually operated, and particularly including products with
service connections (wiring, piping, and other like items). Definitions in this paragraph are
not intended to negate the meaning of other terms used in the Contract Documents,
including "specialties," "systems," "structure," "finishes," "accessories," "furnishings,"
special construction," and similar terms, which are self-explanatory and have recognized
meanings in the construction industry.
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Neither "Products" nor "Materials" nor "EquipmenY' includes machinery and equipment
used for preparation, fabrication, conveying, and erection of the WORK.
QUALITY ASSURANCE
A. Source Limitations: To the greatest extent possible for each unit of WORK, the
CONTRACTOR shall provide products, materials, and equipment of a singular generic
kind from a single source.
B. Compatibility of Options: Where more than one choice is available as options for
CONTRACTOR's selection of a product, material, or equipment, the CONTRACTOR shall
select an option which is compatible with other products, materials, or equipment.
Compatibility is a basic general requirement of product, material and equipment
selections. '
C. All equipment and products supplied for this project shall be new and not previously used.
Refurbished equipment and products will be rejected. As requested by the City, the
Contractor shall provide acceptable documentation from the supplier or manufacturer
indicating that equipment or products are new, not previously used, and not refurbished.
1.3 PRODUCT DELIVERY AND STORAGE
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A. The CONTRACTOR shall deliver and store the WORK in accordance with manufacturer's
written recommendations and by methods and means which will prevent damage,
deterioration, and loss including theft. Delivery schedules shall be controlled to minimize
long-term storage of products at the Site and overcrowding of construction spaces. In
particular, the CONTRACTOR shall ensure coordination to ensure minimum holding or
storage times for flammable, hazardous, easily damaged, or sensitive materials to
deterioration, theft, and other sources of loss.
PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT 01600-1
MAY 2014
1.4
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B. The CONTRACTOR shall provide equipment and personnel to handle products, materials,
and equipment including those furnished by OWNER, by methods to prevent soiling and
damage.
C
1.5
A. Products shall be stored in accordance with manufacturer's written instructions and with
seals and labels intact and legible. Sensitive products shall be stored in weather-tight
climate controlled enclosures and temperature and humidity ranges shall be maintained
within �tolerances required by manufacturer's recommendations.
B. For exterior storage of fabricated products, products shall be placed on sloped supports
above ground. Products subject to deterioration shall be covered with impervious sheet
covering and ventilation shall be provided to avoid condensation.
C. Loose granular materials shall be stored on solid flat surfaces in a well-drained area and �
shall be prevented from mixing with foreign matter.
TRARlSPORTATION AND HANDLING
Products shall be transported by methods to avoid damage and shall be delivered in
undamaged condition in manufacturer's unopened containers and packaging.
The CONTRACTOR shall provide additional protection during handling to prevent marring
and otherwise damaging products, packaging, and surrounding surfaces.
STORAGE AND PROTECTION
D. Storage shall be arranged to provide access for inspection. The CONTRACTOR shall
, periodically inspect to assure products are undamaged and are maintained under required
conditions.
E.
1.6
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B.
C.
D.
Storage shall be arranged in a manner to provide access for maintenance of stored items
and for inspection.
MAINTENANCE OF PRODUCTS IN STORAGE
Stored products shall be periodically inspected on a scheduled basis. The CONTRACTOR
shall maintain a log of inspections and shall make the log available on request.
The CONTRACTOR shall comply with manufacturer's product storage requirements and
recommendations.
The CONTRACTOR shall maintain manufacturer-required environmental conditions
continuously. �
The CONTRACTOR shall ensure that surfaces of products exposed to the elements are
not adversely affected and that weathering of finishes does not occur.
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E. For mechanical and electrical equipment, the CONTRACTOR shall provide a copy of the
manufacturer's service instructions with each item and the exterior of the package shall '
contain notice that instructions are included.
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PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 01600-2
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F. Products shall be serviced on a regularly scheduled basis, and a log of services shall be
maintained and submitted as a record document prior to final acceptance by the OWNER
in accordance with the Contract Documents.
1.7 PROPOSED SUBSTITUTIONS OR "OR-EQUAL" ITEM
A. Whenever materials or equipment are indicated in the Contract Documents by using the
name of a proprietary item or the name of a particular manufacturer, the naming of the
item is intended to establish the type, function, and quality required. If the name is
followed by the words "or equal" indicating that a substitution is permitted, materials or
equipment of other manufacturers may be accepted if sufficient information is submitted
by the CONTRACTOR to allow the OWNER/ENGINEER to determine that the material or
equipment proposed is equivalent or equal to that named, subject to the following
requirements:
1.
2.
3.
4.
The burden of proof as to the type, function, and quality of any such substitution
product, material or equipment shall be upon the CONTRACTOR.
The OWNER/ENGINEER will be the sole judge as to the type, function, and quality
of any such substitution and the OWNER's/ENGINEER's decision shall be final.
The OWNER/ENGINEER may require the CONTRACTOR to furnish additional data
about the proposed substitution.
The OWNER may require the CONTRACTOR to furnish a special performance
guarantee or other surety with respect to any substitution.
5. Acceptance by the OWNER/ENGfNEER of a substitution item proposed by the
CONTRACTOR shall not relieve the CONTRACTOR of the responsibility for full
compliance with the Contract Documents and for adequacy of the substitution.
6. The CONTRACTOR shall pay all costs of implementing accepted substitutions,
including redesign and changes to WORK necessary to accommodate the
substitution.
B. The procedure for review by the OWNER/ENGINEER will include the following:
1. If the CONTRACTOR wishes to provide a substitution item, the CONTRACTOR shall
indicate on the Submittal Transmittal cover sheet that the item is a substitution by
writing, "PROPOSED OR-EQUAL ITEM" or "SUBSTITUTION ITEM" in the provided
blanks.
2. The CONTRACTOR shall include a copy of the relevant specification section with the
� submittal. The section shall be marked up to explain where the substituted product
differs from the named product.
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The CONTRACTOR's submittal shall address the following factors which will be
considered by the OWNER/ENGINEER in evaluating the proposed substitution:
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Whether the evaluation and acceptance of the proposed substitution will prejudice
the CONTRACTOR's achievement of Substantial Completion on time.
Whether acceptance of the substitution for use in the WORK will require a change in
any of the Contract Documents to adapt the design to the proposed substitution.
3. Whether incorporation or use of the substitution in connection with the WORK is
subject to payment of any license fee or royalty.
PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT 01600-3
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4. Whether all variations of the proposed substitution from the items originally specified
are identified.
5. Whether available maintenance, repair, and replacement service are indicated. The
manufacturer shall have a local service agency (within 50 miles of the site) which
maintains properly trained personnel and adequate spare parts and is able to
respond and complete repairs within 24 hours.
6. Whether an itemized estimate is included of all costs that will result directly or
indirectly from acceptance of such substitution, including cost of redesign and claims
of other contractors affected by the resulting change.
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7. Whether the proposed substitute item meets or exceeds the experience and/or �
equivalency requirements listed in the appropriate technical specifications.
D. Without any increase in cost to the OWNER, the CONTRACTOR shall be responsible for
and pay all costs in connection with proposed substitutions and of inspections and testing
of equipment or materials submitted for review prior to the CONTRACTOR's purchase
thereof for incorporation in the WORK, whether or not the OWNER/ENGINEER accepts
the proposed substitution or proposed equipment or material. The CONTRACTOR shall
reimburse the OWNER for the charges of the OWNER/ENGINEER for evaluating each
proposed substitution.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
PRODUCTS, MATERIALS, EQUIPMENT AND SUBSTITUTIONS
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT 01600�
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PART 1- GENERAL
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1.01 RELATED SECTION(S)
Section 01300
A
Section 09960
Section 09980
1.02 FINAL CLEANUP
SECTION 01700
PROJECT CLOSEOUT
Prior to Final Inspection the Contractor shall clean the entire construction area
and all other areas affected by the performance of work under this Contract.
Perform cleaning using personnel specialized in and skilled in cleaning and
maintenance work. Perform repair work using personnel skilled in executing the
type of work being repaired. Perform all work to the highest trade standards
applicable to that type of work.
1. Remove all temporary construction, signs, tools, equipment, excess
material, and debris.
2. Remove all splatters, spots, stains caused by welding, paint, or other
foreign material from exposed or finished surfaces.
3. Repair, patch, or replace new or existing work that had been damaged,
broken, scrapped, or chipped as a result of perForming this Work.
4. Smooth out all ruts caused by excessive usage on the access road or
around the reservoir site in general as a result of performing this Work.
5. Sweep, clean and wash down all interior and exterior improvements.
Remove all hazardous material and material that my cause sediment in
drainage systems prior to wash-down. Remove all debris e.g. sandblast
spoils, empty containers, rags, solvents, pallets, grease and oil stains on
the site in general caused by Contractor's materials and equipment.
1.03 CONTRACTOR'S ACTION LIST OF ITEMS TO BE CORRECTED AND/OR
COMPLETED
During construction, the Contractor shall maintain an action list of items to be
corrected and/or completed. The Contractor shall regularly add items and
update the list as information becomes available or as requested by the City.
The Contractor shall deliver a current copy of the list to the City at each
progress meeting. See Section 01200. .
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT PROJECT CLOSEOUT
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1.04 SEMIFINAL INSPECTION/SUBSTANTIAL COMPLETION
A. When the Contractor considers the Work nearly complete, the
Contractor shall review the Contract Documents, inspect the Work,
and use the Contractor's action list to prepare a Contractor's Punch
List of all deficient or uncompleted items. The Contractor shall
correct items on the Punch List. When the Work is Substantially
Complete in accordance with the Contract Documents the
Contractor shall notify the City in writing that the Contractor has
reviewed the Contract Documents, inspected the Work, and
believes that the Work is Substantially Complete and ready for
Semifinal Inspection.
B. Upon receipt of the Contractor's Punch List and notice that the work
is ready for Semifinal Inspection, the Paint Manufacturer
representative will inspect the Work. The City may add additional
items to the Contractor's Punch List, may find that the work is not
ready for inspection, is ready for inspection but not Substantially
Complete, or that the Work is Substantially Complete. When the
City of Bremerton finds the Work is Substantially Complete, it will
prepare a Final Punch List and a Notice of Substantial Completion,
which will state the date of Substantial Completion and the time
agreed to by the City and the Contractor (not to exceed thirty (30)
calendar days) in which the Work shall be fully complete and ready
for Final Inspection.
1.05 FINAL INSPECTION, FINAL COMPLETION, AND FINAL PAYMENT
A. When the Contractor has completed or corrected all the items on the City's
Final Punch List, the Contractor shall give the City written notice that the
Work is ready for Final Inspection. When the City finds the work acceptable
and fully complete in accordance with the Contract Documents, and upon
receipt of a final Application for Payment and all final submittals, the City
will issue the Notice of Final Completion; City will make Final Payment; and
the City will accept the Work stating that to the best of the City's
observations and inspection, the Work has been fully completed in
accordance with the terms and conditions of the Contract Documents.
B. Final Submittals include:
1. Approved Submittals & Quality Control Reports, and Parts Lists;
2. Record Drawings, if any;
3. Extra materials;
4. Special Warrantees and Guarantees;
5. Final Waiver for Final Payment from Surety;
6. Insurance Certificates;
7. Affidavits of Wages Paid;
8. Release of Liens;
9. Waiver of Claim by Contractor, Subcontractors and Suppliers; and
10. And any other submittals required by the Contract Documents not
previously received.
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C. The City will make all attempts to make Final Payment to the Contractor
within sixty (60)-working days from the Notice of Final Completion.
PART 2— PRODUCTS - Not applicable to this Section
PART 3— EXECUTION - Not applicable to this Section
END OF SECTION
� RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT PROJECT CLOSEOUT
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SECTION 09960
STEEL RESERVOIR COATING SYSTEM
GENERAL
1.1 RELATED DOCUMENTS
General Provisions of the Contract, applies to this Section;
1.2 DESCRIPTION OF WORK
Work covered by this section includes coatings systems for interior and exterior water
tanks. The portions that address the "interior preparation and coating" shall apply
to this Contract. The exterior preparation and coating shafl only apply to repairs; See
Paragraph 2.3, item E.
Note: The Contractor shall include in their Total Lump Sum Bid the Removal and
Disposal of the existing coal tar lining.
See Appendix C— Water Tank Coating Evaluation
Reservoir 20 - Existinq Interior Conditions
1. Ceiling: Ceiling plates rusted — Rating - 7, 20-30 mils (beams 4-15 mils)
2. Shell Walls: Rust staining on walls — Rating - 8, 15-23 mils
3. Floor: Silt visible on floor -- Assume 40-45 mils, Not observed
4. Interior Structural: Ladder OK — Rating — Not Rated
5. Concrete Ring: Not evaluated ,
Reservoir 19 - Existinq Interior Conditions
1. Ceiling: Ceiling plates rusted — Rating - 6, 3-17 mils (beams 12-16 mils)
2. Shell Walls: Recoated 2008 by National Industrial �
3. Floor: Recoated 2008 by National Industrial
4. Interior Structural: Ladder OK — Recoated 2008 by National Industrial
5. Concrete Ring: Not Evaluated
1.3 RELATED SECTIONS
A. Section 01010, Part 1-1.02
B. Section 1300 — Contractor Submittals
RESERVOIR NO 19 8� 20 - INTERIOR COATING REPLACEMENT
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09960-1
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C. Section 09980 - Disinfection
D. Appendices:
1. Appendix C— Water Tank Coating Evaluation
2. Appendix D— AWWA C652: Standard for Disinfection of Water-Storage
Facilities.
1.4 REFERENCES
A. ANSI/NSF 61 - Drinking Water System Components - Health Effects.
B. ASTM D16 - Terminology Relating to Paint, Varnish, Lacquer, and Related
Products.
C. AWWA C652 - Disinfections of Water-Storage Facilities.
D. AWWA D102 - Painting Steel Water Storage Tanks.
E. SSPC-SP 6/NACE 3- Commercial Blast Cleaning.
F. SSPC-SP 10/NACE 2- Near-White Metal Blast Cleaning.
G. SSPC-SP 11 - Power Tool Cleaning to Bare Metal.
1.5 DEFINITIONS
A. Definitions of Painting Terms: ASTM D16, unless otherwise specified.
B. Dry Film Thickness (DFT): Thickness of a coat of paint in fully cured state
measured in mils (1/1000 inch).
1.6 SUBMITTALS .
A. Comply with Section 01300 — Contractor Submittals
B. Product Data: Submit manufacturer's product data for each coating, including
generic description, complete technical data, surface preparation, application
instructions, and Material Safety Data Sheets (MSDS).
C. Exterior Color Samples: Submit manufacturer's color samples showing full range
of standard colors for City's selection and approval - Not Applicable to this
Contract unless damaged by Contractor during internal operations.
D. Manufacturer's Quality Assurance: Submit manufacturer's certification that
coatings comply with specified requirements and are suitable for intended
application.
E. Applicator's Quality Assurance: Submit list of a minimum of three (3) completed
projects of similar size and complexity to this Work. Include for each project:
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
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1. Project Name and Location.
2. Name of Agency.
3. Name of Contractor.
4. Name of City/County
5. Name of Coating Manufacturer.
6. Approximate Area of Coatings Applied.
7. Date(s) of Completion.
F. Warranty: Submit Coating Manufacturer's Warranty Documents. See Part 1.7C.
QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1. Specialize in manufacture of coatings with a minimum of 5 years
successful experience.
2. Able to demonstrate successful performance on comparable projects.
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3. Single Source Responsibility: Coatings and coating application accessories
shall be products of a single manufacturer.
Applicator's Qualifications:
1. Experienced in application of specified coatings .for a minimum of 5 years
on projects of similar size and complexity to this Work.
2. Applicator's Personnel: Employ persons trained for application of specified
coatings.
Warranty: Warranty period is two (2) years commencing on date of Substantial
Completion; Substantial Completion shall be established by the Coating
Manufacturer's final inspection and letter of acceptance.
Pre-application Meeting: Convene a pre-application meeting on the first day of
production before start of surface preparation and application of coating systems.
Require attendance of parties directly affecting work of this section, including
Contractor, City, applicator, and coating manufacturer's representative(s).
Review the following:
1. Environmental requirements.
2. Protection of surfaces not scheduled to be coated.
3. Surface preparation. �
4. Application.
RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
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1.8
5. Disinfection.
6. Repair.
7. Field quality control.
8. Cleaning.
9. Protection of coating systems.
10. One-year inspection (Arrangements, Conditions).
11. Coordination with other work.
DELIVERY, STORAGE, AND HANDLING
A. Delivery: Deliver materials to site in manufacturer's original, unopened containers
and packaging, with labels clearly identifying:
1. Coating or material name.
2. Manufacturer.
3. Color name and number.
4. Batch or lot number.
5. Date of manufacture.
6. Mixing and thinning instructions.
B. Storage:
1. Store materials in a clean dry area and within temperature range in
accordance with manufacturer's instructions.
2. Keep containers sealed until ready for use.
3. Open and mix coating materials in accordance with manufacturer's
instructions and recommendations.
4. Do not use materials beyond manufacturer's shelf life limits.
C. Handling: Protect materials during handling and application to prevent damage or
contamination.
1.9 ENVIRONMENTAL REQUIREMENTS
The reference standards for application should be from the manufacturer's data sheets
so specific environmental requirements are met. The following is intended to be only
general guide lines to be followed and understood.
A. The Contractor is responsible for the cost to provide and operate
dehumidification eauipment and artificial heat for the lininq cure procedures. The
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
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2.
Schedule coating work to avoid excessive dust and airborne contami-
nants.
Protect work areas from excessive dust and airborne contaminants during
coating application and curing.
PART 2 - PRODUCTS
� 2.1 MANUFACTURER
The City has a preference for products from the Tnemec Company. The specified
� coating systems in this section are based upon Tnemec products. No substitutions shall
be considered during the bid period. The City will consider "or equal" substitutes for the
� Tnemec products listed in this specification only after execution of the Contract in
accordance with Section 01600. Offers for substitutions will not be considered which
- decrease film thickness, solids by volume or the number of coats to be applied or which
propose a change from the type of coating specified herein. All substitutions shall
' include complete test reports to comply with specified performance criteria. Paint
application shall be in strict accordance with manufacturer's printed instructions except
that coating thickness specified in paint schedule herein shall govern.
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cost for such equipment shall be included in the Contractor's Total Lump Sum
Bid Price.
Weather:
1. Air and Surface Temperatures: Prepare surfaces and apply and cure
coatings within air and surface temperature range in accordance with
manufacturer's instructions.
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SurFace Temperature: Minimum of 5 degrees F(3 degrees C) above dew
point.
Relative Humidity: Prepare surfaces and apply and cure coatings within
relative humidity range in accordance with manufacturer's instructions.
Precipitation: Do not prepare surfaces or apply coatings in rain, snow, fog,
or mist. �
Wind: Do not spray coatings if wind velocity is above manufacturer's limit.
C. Ventilation: Provide ventilation during coating evaporation stage in confined or
enclosed areas in accordance with AWWA D102.
D. Dust and Contaminants:
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COATING SYSTEMS PERFORMANCE
A. Interior Coating: Coating manufacturer shall submit certified documentation that
interior coating in contact with potable water has been certified in accordance with
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
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09960-5
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the National Sanitation Foundation Standard No. 61. Meets zinc-rich primer
requirements of AWWA D102-03 system ICS-5
1. Galvanic Protection:
a. Method: Primer applied to SSPC SP10 Near White Blast Clean hot
rolled carbon steel.
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b. Requirement: The average measured potential of primer is -878 e
millivolts.
2. Adhesion:
a. Method: ASTM D 4541(TTM-34) Type V Posltester
b. Requirement: Not less than 2,083 psi (14.36 MPa) adhesion,
average of three trials
3. Salt Spray (Fog)
a. Method: ASTM B 117 applied SSPC SP10 cleaned hot rolled
steel. .
b. Requirement: No blistering, cracking, rusting or delamination of
film. No more than 1/16" rusting at scribe after 10,000 hours
exposure.
B
Exterior Coating — Only Applicable To The Areas Affected By The Contractor
1. Finish:
VOC Un-thinned 92 grams per liter
Thinned 10% 92 grams per liter
HAPS .0 Ibs/gal per solids
2. QUV Exposure:
a. Method: ASTM G 53 (UVA-340 bulbs, 4 hours light, 4 hours
� dark) System: Series L69 HB Epoxoline/Series 740 Endura-Shield
applied to SSPC-SP10 Near-White Blast cleaned steel and cured
14 days at 75 F(24 C).
b. Requirement: No blistering, cracking or chalking. No gloss loss
and no more than 0.67 DE (2.02 DEFMC2) color change after
4000 hours exposure.
3. Graffiti Resistance (Exterior Coating); Not Applicable to this Project
a. Method: The following graffiti materials applied to coating and
allowed to dry for seven days: acrylic epoxy-ester and alkyd spray
paints, ballpoint ink, crayon, Markett marker, black shoe polish
and lipstick. Remove first with xylene and if graffiti remains use
Methyl Ethyl Ketone.
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
MAY 2014
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b. Requirements: Complete and easy removal without loss of shine.
COATING SYSTEMS FOR INTERIOR STEEL
A. Primer: All prepared surfaces shall receive one (1) coat of Tnemec Series 94-H2O
at 2.5 to 3.5 mils dry film thickness.
B. Surface Filler: Pitted areas and irregular weld surfaces shall be filled flush with
Tnemec Series 63-1500 Filler and Surface.
C. Intermediate: Coated surfaces receive one coat of Tnemec Series N140 PotaPox
Plus at 6.0 to 9.0 mils dry film thickness.
D. Finish: Coated surfaces receive one coat of Tnemec Series N140 PotaPox Plus at
6.0 to 9.0 mils dry film thickness.
E. Minimum dry film thickness for interior steel shall be 14.5 mils.
� ❖ NOTE: Contractor is responsible for dehumidification equipment in their Total
Lump Sum Bid Price to drv humiditv concerns as deemed necessarv.
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F. COATING SYSTEM FOR INTERIOR STEEL TO CONCRETE INTERFACE
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1. Surface Preparation:
Steel: SP-10 Near White Blast Cleaning
Concrete: SP-13 ICRI CSP 3
2. Surface Filler:
Caulk: Apply a'/2" bead of caulk at the intersection of the concrete to
steel interface to bridge 90 degree transition. Use an NSF certified
material, SKA Flex 1A
3. Primer:
Coated surfaces receive one coat of Tnemec Series N140 PotaPox
Plus at 4.0 to 6.0 mils dry film thickness.
4. Finish:
Coated surfaces receive one coat of Tnemec Series N140 PotaPox
Plus at 4.0 to 6.0 mils dry film thickness.
G. COATING SYSTEM FOR EXTERIOR STEEL — Only Applicable To Areas
Affected By Contractor during this Contract.
❖ NOTE: The Contractor is allowed to sheet panel an oqeninq- in the tank to
qain access.
1. Exterior Field:
Primer: All prepared steel surfaces shall receive one (1) coat of Tnemec
Series 91-H2O at 2.5 to 3.5 mils dry film thickness.
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
� MAY 2014 09960-7
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2. Intermediate Coat: Full coat all surfaces with one coat of Tnemec Series
27 Typoxy at 4.0 to 6.0 mils dry film thickness.
3. Finish Coat: All surfaces with one coat of Tnemec Series 750 EnduraShield
at 3.0 to 5.0 mils dry film thickness.
NOTE: Minimum dry film thickness for exterior steel shall be 9.5 mils.
COATING SYSTEM FOR INTERIOR STEEL OVERLAPPING OF EXISTING
COATING
Note: This is for the 24" tie in of the lid to the shells existing coating on tank #19.
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Primer: Coated surFaces receive one coat of Tnemec Series N 140 PotaPox
Plus at 6.0 to 9.0 mils dry film thickness.
Finish: Coated surfaces receive one coat of Tnemec Series N140 PotaPox
Plus at 6.0 to 9.0 mils dry film thickness.
2.4 ACCESSORIES
A. Coating Application Accessories:
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Accessories required for application of specified coatings in accordance
with manufacturer's instructions, including thinners.
Products of coating manufacturer.
PART 3 - EXECUTION
3.1 EXAMINATION
3.2
3.3
Prepare steel surfaces in accordance with manufacturer's instructions.
RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
MAY 2014
A►. Examine areas and conditions under which coating systems are to be applied.
Notify City of � areas or conditions not acceptable. Do not begin surface
preparation or application until unacceptable areas or conditions have been
corrected.
PROTECTION OF SURFACES NOT SCHEDULED TO BE COATED
A. Protect surrounding areas and surfaces not scheduled to be coated from damage
during surface preparation and application of coatings.
B. Immediately remove coatings that fall on surrounding areas and surfaces not
scheduled to be coated.
SURFACE PREPARATION OF STEEL
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09960-8 ;
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3.4 SURFACE PREPARATION
A. -Interior Metal Surfaces: All surfaces shall be sandblasted in strict accordance with
SSPC SP10 Near White Blast Cleaning. �
B. Exterior Metal SurFaces: All surfaces shall be sandblasted in strict accordance
with SSPC SP10 Near White Blast Cleaning; Only applies to the affected
exterior areas.
C. Ensure surfaces are dry.
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D. Interior, Wet Substrate:� Remove all visible oil, grease, dirt, dust, mill scale, rust,
paint, oxides, corrosion products, and other foreign matter in accordance with
SSPC-SP 10/NACE 2.
E. Exterior: Remove all visible oil, grease, dirt, dust, mill scale, rust, paint, oxides,
corrosion products, and other foreign matter in accordance with SSPC-SP
10/NACE 2
F. . Abrasive Blast-Cleaned SurFaces: Coat abrasive blast-cleaned surfaces with
primer before visible rust forms on surface. Do not leave blast-cleaned surfaces
uncoated for more than 8 hours.
3.5 APPLICATION
A. Apply coatings in accordance with manufacturer's instructions and recommended
practices.
B. Mix and thin coatings, including multi-component materials, in accordance with
manufacturer's instructions.
C. Keep containers closed when not in use to avoid contamination.
D. Do not use mixed coatings beyond pot life limits.
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E. Use application equipment, tools, pressure settings, and techniques in accordance
with manufacturer's instructions.
F. Uniformly apply coatings at spreading rate required to achieve specified DFT.
G. Apply coatings to be free of film characteristics or defects that would adversely
affect performance or appearance of coating systems.
H. Stripe paint from all welds, corners, and edges, using specified finish coat to
ensure a monolithic, pinhole free film.
3.6 CURE
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Final Cure for Immersion Service: Comply with manufacturer's recommended
curing time. Verify cure in accordance with ASTM D 5402 test for assessing the
solvent resistance of organic coatings using solvent rubs.
RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
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3.7 REPAIR
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Do not disinfect water contact surfaces or fill water storage tanks until
application of coating systems is complete, coatings have fully cured, and
field quality control inspection is complete by the Tnemec Representative.
Allow number of days in accordance with manufacturer's instructions for full
cure of coating systems on water contact surfaces before flushing, and
disinfecting.
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�►. Damaged Materials: Repair or replace damaged materials and surfaces not �
scheduled to be coated. �
B. Damaged Coatings: Touch-up or repair damaged coatings. Touch-up of minor
damage shall be acceptable where result is not visibly different from adjacent
surfaces. Recoat entire surface where touch-up result is visibly different, either in
sheen, texture, or color.
C. Coating Defects: Repair in accordance with manufacturer's instructions coatings
that exhibit film characteristics or defects that would adversely affect
performance or appearance of coating systems.
3.8 FIELD QUALITY CONTROL
�4. Coating Inspection:
1. Verify coatings and other materials are as specified.
� 2. Verify surface preparation and application as specified.
3. Verify DFT of each coat and total DFT of each coating system as specified
using wet film and dry film gauges.
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Coating Defects: Check coatings for film characteristics or defects that
would adversely affect performance or appearance of coating systems.
Check for holidays on interior steel immersion surfaces using holiday
detector.
Report:
a. Submit written reports describing inspections made and actions �
taken to correct nonconforming work.
b. Report nonconforming work not corrected.
c. Submit one (1) copy each of report to City and Contractor.
Manufacturer's Field Services: Manufacturer's representative shall provide
� technical assistance and guidance for surface preparation and application of
coating systems.
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RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
MAY 2014
09960-10 '
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3.9 CLEANING
1. Contractor is responsible for the muck-out of the Reservoir upon entry.
2. Remove temporary coverings and protection of surrounding areas and surfaces.
3.10 PROTECTION OF COATING SYSTEMS
Protect surfaces of coating systems from damage during construction.
3.11 DISINFECTION — See Section 09980
3.12 HATCH COVERS
A. Replace all hatch cover gaskets with new gasket materiaf and same with hatch cover
, bolts, washers and nuts with new-like material. Use anti-seize lubricant on the newly
installed bolts; Anti-seize lubricant shall be "PURE WHITE" by Anti-Seize Technology
or equal.
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B. Hatch Cover dimensions are provided as approximate measurements only and
should be field verified by Contractor:
1. Hatch Cover: 40" diameter; Compression type cover with gasket, single bolt, washer
and nut; and
2. Hatch Cover: 24"diameter; Compression type cover with gasket, single bolt, washer
and nut.
3.13 ELECTRICAL & WATER
Both electrical and water is provided on-site and paid for by the City for Contractor's use.
1. Electrical: Maximum 20 amp 120 volt power; and
� 2. Water: On-site fire hydrant. The Contractor shall obtain a backflow prevention valve
for installation on the hydrant prior to water usage. These can be obtained at the
Bremerton Department of Community Development and require a deposit of $2000.
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3.14 ONE (1) YEAR INSPECTION
� A. City will set date for one-year inspection of coating systems.
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RESERVOIR NO. 19 8 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
' MAY 2014
09960-11
B. Inspection shall be attended by City, Prime Contractor and Coating Sub-
Contractor, Engineer, and coating manufacturer's representative.
C. Repair deficiencies in coating systems in accordance with manufacturer's
instructions.
END OF SECTION
RESERVOIR NO 19 & 20 - INTERIOR COATING REPLACEMENT STEEL RESERVOIR COATING SYSTEM
MAY 2014
09960-12
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SECTION 09980
DISINFECTION
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
General Provisions and Appendix of these Contract Documents, applies to this Section.
1.2 DESCRIPTION OF WORK
Work covered by this Section includes disinfection of Water Contact Surfaces and Filling
of Reservoir 19 8 20 upon the curing of materials prior to subjecting water on the contact
surFaces. See Section 09960, Parts 3.6 and 3.7. Comply with AWWA C652 -
Standards— Disinfection of Water-Storage Facilities (see Appendix D).
1.3 RELATED SECTIONS
1.4
1.5
1.5
A. Section 09960 -
B. Appendix D— AWWA Standard — Disinfection of Water-Storage Facilities
REFERENCES
A. ANSI/NSF 61 - Drinking Water System Components - Health Effects.
B. ASTM D16 - Terminology Relating to Paint, Varnish, Lacquer, and Related
Products.
C. AWWA C652 - Disinfections of Water-Storage Facilities.
D. AWWA D102 - Painting Steel Water Storage Tanks.
E. Disinfections: AWWA C652 or as directed by the City. See Appendix D.
DISINFECTION ,
Disinfection of water contact surfaces and filling of Reservoir:
1. Do not disinfect the contact surfaces until all contract work and field quality control
inspection by the Coating Manufacturer's Representative is completed.
2. Allow minimum of fourteen (14) calendar days or as directed by the coating
manufacturer's instructions for full cure of the coating system that is subject to water
contact before flushing, disinfection, or filling with water.
CLEANING, DISINFECTING AND TESTING
' RESERVOIR NO. 19 & 20 - INTERIOR COATING REPLACEMENT
MAY 2014
DISINFECTION
09980-1
�
Cleaning: The interior of the reservoir shall be swept and "pressure washed" prior
to disinfecting and filling. All cleaning shall be in accordance with AWWA C652-
02 Section 2 or latest version. The City will provide water for cleaning. The
Contractor should minimize the discharge of sand and debris through the tank
drain system.
2. Disinfection: The reservoir shall be thoroughly disinfected using Method 2 per
AWWA Standard C652. The Contractor shall be responsible for disposal of
disinfection solution so not to contaminate surrounding lands or water and to the
satisfaction of the State and local authorities. The Contractor is responsible for
informing the City of progress during all steps of the disinfection process. All
disinfection work is subject to inspection and approval of the City.
3. Testing:
A
Q
Bacteriological Testing:
After the Contractor completes the disinfection and secures the hatches
with Contractor provided new gasket(s), bolts, washers, and nuts of like
kind the City will begin filling the tank. The City will obtain water samples
for Coliform Organism testing. If samples pass coliform standards, then the
water wil► be allowed to stand in the tank for volatile Organics testing. If
samples do not pass, the water in the tank will be re-sampled. If it still does
not pass, the tank must be drained and re-inspected by both Contractor
and City. The City will be responsible for draining the tank. Water to refill
the tank will be paid for at the Contractor's expense at a rate of $300 per
million gallons. This process will be repeated as necessary until the tank
passes the required bacteriological tests.
The Contractor has the right to obtain there own samples for independent
coliform testing at any laboratory certified by the Washington State
Department of Health Services for such testing. After one (1) positive
'coliform test, water in the tank will be considered to pass coliform
standards when nine (9) more tests show no coliform contamination (90
percent negative).
A�I samples tested must be reported. The City reserves the right to take
additional samples for coliform testing if the Contractor's testing results
differ from the City's.
Volatile Organic Chemicals:
After waste samples from the disinfected tank have passed the coliform
testing and water has been in the tank for a minimum of five (5) calendar
days or 120 hours, the City will take water samples from the tank to test for
Volatile Organic Chemicals (VOC's) which are or could be in the interior
paint coating. If any VOC's are found above State or EPA maximum
contaminant levels or applicable health advisory levels, the tank will be
drained to waste and the Contractor will be responsible to take appropriate
RESERVOIR NO 19 8 20 - INTERIOR COATING REPLACEMENT DISINFECTION
MAY 2014 09980-2
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actions, subject to approval of the City, to assure that the interior tank cast-
in-place concrete, sealant and interior coating is entirely cured and will not
leach VOC's. All such actions will be at the Contractor's expense. The
Contractor will be responsible for obtaining any necessary permits and
complying with all regulations. The tank will then be refilled, at the
Contractor's expense, at a rate of $300 per million gallons. After 120 hours,
the water will again be sampled and testing for VOC's. This process will be
repeated as necessary until water in the tank passes VOC standards.
The Contractor has the right to obtain samples for independent VOC
testing at any laboratory certified by the Washington State Department of
Health Services for such testing. Water in the tank will be considered to
have passed VOC standards when all analyses is below State of EPA
maximum contaminant samples for VOC testing if the Contractor's testing
results differ from the City's.
END OF SECTION
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' RESERVOIR NO. 19 8� 20 - INTERIOR COATING REPLACEMENT
MAY 2014
DI SINFECTION
09980-3
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APPENDIX A
i
CONSTRUCTION FORMS
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ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS
<Project Title>
<City Project Number> -<City Construction Contract Number>
<CONTRACTOR>, hereby indicates agreement with, and acceptance of, the final Contract Payment of
<$000,000>, the total Contract Price of <$000,000,000>, including Washington State sales and/or use
taxes, and the tinal Contract Time of <NNN Days>, as full and tinal compensation for all Work
performed in connection with Contract Number <City Construction Contract Number>, and does
hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any
kind whatsoever, arising from performance of that Contract.
<CONTRACTOR>
By:
Title:
Certifcate of Notary
Subscribed and sworn to before me this
Date:
day of ,
Rev 01 Pnnted:. 2/21/2012 Page 1 of 1
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City of Bremerton
Engineering Division
Daily Force Account Report Contractor:
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CITY OF BREMERTON
REQUEST FOR INFORMATION
Log No.
Project Title:
Contractor:
Project No.:
Contract Date:
(Unique, Chronological)
(For Contractor's Use)
Date: Subject:
Information Description:
Contractor's Authorized Signature:
Date:
Information Description:
Owner's Authorized Signature:
(For Owner's Use)
Subject:
CITY OF BREMERTON
Project:
Contractor:
Project No.
SHOP DRAWING SUBMITTAL
Submittal No.:
, Date:
Resubmittal (Y/N):
Previous Submittal No.--
To Be Com leted b the Contractor To Be Completed b the Cit
Speafication No Make Amend
Item P/C Para / Dwg Copies Exceptions Corrections and Rejected
No. Reference Descri tion of Item Sub'm Taken Noted Resubmit Resubmit
(*) P- Partial Submittal, C- Complete Submittal
Contractor, initial by either (a) or (b), to certify the following
(a) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown
(no exceptions)
(b) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown,
except for the following deviations (list deviations):
-
-
Contractors Authorized Representative
Review Remarks•
Corrections or comments made relalive to submdtals during this review do not relieve the contractor from Very tfuly y0urs,
compliance with the requirements of the drawings and specifications. This check is only for review of City of Bremerton
general conformance with the design concept of the project and general compliance,with the information Dept. of Public Works and Utilities
grven m ihe contract documents The contractor is responsible for confirming and correlating all quantities
and dimensions; selecting fabrication processes and iechniques of consiruction, coordinating his work with
that of other trades, and performing his work in a safe and satisfactory manner Project Engineer .
� _ _ _ - � � � � � � � � _ _ � _ � _
�
� CITY OF BREMERTON
WORK CHANGE DIRECTIVE (WCD)
' WCD #: Date:
Project Name
Project #:
Contractor:
Notice to Proceed Date:
' YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
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I ATTACHMEN
� If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order
is based thereon will involve one or more of the following methods of determining the effect of the change(s). The
� Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of
the General Conditions.
Method of determining change in Contract Price:
a ❑ Unit Price
❑ Lump Sum
, ❑ Time & Materials
' ❑ Other:
Estimated increase decrease in Contract Price:
( )
, �
If the change involves an increase, the estimated
' amount is not to be exceeded without further
authorization.
� RECOMMENDED:
' CONTRACTOR
' By.
Method of determining change in Contract Times:
❑ Contractor's Records
❑ Engineer's Records
❑ Other:
Estimated increase (decrease) in Contract Times:
Substantial Completion: 0 days;
Ready for final payment: 0 days;
If the change involves an increase, the estimated times
are not to be exceeded without further authorization.
AUTHORIZED:
CITY OF BREMERTON
By:
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APPENDIX B
VICINITY MAP
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RESERVOIR 19 AND 20 - VICINITY MAP
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APPENDIX C
� WATER TANK COATING
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EVALUATION
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BAILEY AND ASSOCIATES,INC.
Coating Consultants
WATER TANK COATING EVALUATIDN
Conducted For: Paul Wandling
O�vner: City of Breraerton
Structure DescripHon: Tank �19, Reliable 19i9 9i'x36'
Surrounding Environment: Wooded
INTERIOR
Date: 2-22-2000
End neer: City
Size: ? MG
I. Visual evaluation of the degree of rustine in accordance �vith AST1'I-D-610-8�
A. Ceiling - Rating - 6 -
B. Shell Walls - Rating - 8 -
C. Floor - Rating - Not observed
D. Interior Structural Rating - 8
II. Evaluation of the coatings
A. Surface appearance Good on walls below wate�• line .
B. Blistering, peeling, cracl;ing Seve�-e on ceiling and kna�ckle
- C. Discoloration None
D. Growth of algae, mildew or moss None -
E. Adhesion ' Poor on ceiling .
F. Previous surface profile identified No
G. Dry film thicl:ness measured '
1. Ceiling 3-17 mils, beams 1 Z-16 mils
2. Shell walls 1=� - 18 mils
3. Floor Not tested
H. Coating hazards
1. Lead No lead is present in the lining
2. Coal Tar Coal tar is present
III. Remarl�s, recommendations
The ladder is in good condition as are the �s�alls belotiv the tivater line. The lining on the
ceiling and kni�ckle plates needs replacement tivithin the next two years.
?1832 S.E. 275''' St. Maple Valley, WA 98038
Phone/Fax 425-413-9043
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BAILEY AND ASSOCIATES, INC.
Coating Consultants
WATER TANK COATING EVALUATION
Conducted For: Paul Wandlina
Owner: City of Bremerton
Date: 2-11-2000
Engineer: City
Structure Description: Tank # 20, 9S"x 16'Reliable Stee11980 Size: 1 MG
Surrounding Environment: Wooded, Neighbors close to E. side
INTERIOR
I. Visual evaluation of the dearee of rusting in accordance �i•ith ASTM-D-610-8�
A. Ceiling - Rating 7 .
B. Shell �valls - Rating 7
C. Floor - Not observed
D. Interior structural - Rating 7
II. Evaluation of the coatings
A. Surface appearance Ver}� little rust, see photos 3,=�.
B. Blisterine Cracking ori ar•eas of roof plates, see pl�oto .i
C. Discoloration Slight fi•om ricst
D. Growth of alaae, mildew or moss None
E. Adhesion Good on shell and beanis
F. Previous surface profile identified No
G. Dry flm thickness measured
1. Ceiling 20-30 ntils; �-l.i niils ai beams
2. Shell �valls ?2 - 3� mils
3. Floor Not tested
H. Coating bazards
� 1. Lead No lead detected
2. Coal Tar � Coal tar is present
III. Remarks, recommendations
The cracking on the � plates is severe birt no adlzesio�i failure or delamination
was seen at this time. Reinspect 11�ithin three years.
The exterior has major adhesion failure on the walls tivith =� layer•s of topcoat a1�er•aging
11 mils delaminatingfroni a red primer• ►+�l�iclz averages 1.� to 2..i mils. The repair will
require the removal ofall loose topcoa� and reprin:e and r•epaintirig.
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21832 S.E. 275`'' St. Maple Valley, WA 98038
� Phone/Fax 425-413-904;
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BAILEY AND ASSOCIATES, INC.
Coating Consultants
STEEL TANK COATING EVALUATION
EXTERIOR
I. Visual evaluation in general accordance with ASTM D-�065-90
A. Shell Poor adhesion to primer in several areas
B. Roof Same as walls
C. Eaterior structure, ladders, pipes, etc. �ppears to be satisfactory
ank #20
� II. Evaluation and general description of coating failure.
A. Dry film thicl:ness of existing coatings in accordance �vith SSPC PA 2.
1. Shell 10 - 1.5 mils
, 2. Roof 8- 12 mils
3. Esterior structures N/!LI
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B. Degree of corrosion in accordance with ASTM D 610.
1. Shell 9
2. Roof 9
3. Exterior structures 9
C. T3�pe of coating failure
1. Blistering
2. Peeling & Delamination
3. Fading or erosion
4. Moss or milde�� gro�vth
5. Other
_None �
Severe on wnlls
Sl ight
None
III. Evaluation of the potential for the presence of hazardous materials such as lead
contained in the dry paint film.
No lead was detected in the exterior paint. .
The exterior has major adhesion failure on the walls with =� layers of primer/
� topcoat averaging I1 mils delaminating from a red primer tivhich averages 1.� to 2..5
mils. The problem originates fran poor adhesion of the original topcoat to the original
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prrmer.
The repair tivill regt�ire the removal of all loose topcoat Nlith repriming and repainting.
21832 S.E. 27�` St. Maple Valley, WA 98�38
Phone/Fax 42�-413-9043
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. � n� �'L� ! : �� �����61� E..°-s ����1 � 9
� ° �` �� �` I��;',: � (� ��)��c���� �, �
l:� � - � f � �� �. ; ;����
<� �-' .:���' : %'c� �°��',�SF��V'�A�� �.
WATER TANK COATING EVALUATION
Conducted For: City of Bremerton, Kathleen Cahitl, MPH Date: 10-30-06
Owner. City of Bremerton
Structure Description: Tank #20, 95' D by 16' H
Engineer: City
Size: 1 MG
Surrounding Environment: Neighbors on East & West, wooded on N, S
Yli1TEYtYOIt
I. Visual ev�luataon off t�ee degree of reasting in �ccordanse with p.S'g'M-D-610-�5
A. Ceiling — Ceilimg plates rusted e�ateng - 7
B. w�alls - Rust staining ratiag - 8
C. FIoor - Not observed
D. Interior structura! — Ladder OK
• II. Evaluation of the coatings
�.. A. Surface appearance Spray on coal tar lining begioning to fail
B. Blistering, pceling; cracking, or chalking None
C. IDiscolora�ion Some rust staining
D. Growth of slgae, mildew or moss None
�. �idhesion Good
F. Previous surface profile identified No
G. d2iryy fl� thie�a�s� ����ured
1. Ceiliog . - , 20 — 25 mils
2. Shell walls - 15 — 23 mi9s
3. �loor - mot tested
i
III. Evaluation of the potential for the presence of hazardous materials such as
l�eavy meta�s or coal tar. T6is lining may be coa! tar based and wouid be
considered hazardous by the Washington DOE.
N. Comments and recommendations. 'Tbe replacement of this lining should be
scheduled when practicat.
21832 s.e. 275 St., Maple Valley, WA. 98038
Phone/Fax: 425.413.9043
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: � �� � ° � ° �0���� �'.��
: � �� . . . -; f �� : .. � , : � � r F �I�,�� � �����
;� e . � f {� ;1 i� .�,f,C'1' `"'�; I �����]�
� � � �'��� r�!� �C� l.ff � � rd. �... �.@��a� �:��\'��',���„
� . � '. .,s��" �.. '° ��bSi... 4 �
� �
STEEL TANK COATING EVALUATION
EXTERIOR
I. Visua! evaluation in general accordance with ASTM D-5065-90.
A. Dry film thickness of egisting coatings in accordance with SSPC PA 2.
1. Shell 1l —16 �niDs � .
2. Roof 10 —15 mils
3. Exterior structures 4-15 mils on Ladder
_ B. Degree of corrosion in accordance wit6 ASTM D 610.
� 1. SheU no corrosion visible � raHng 9
2. Roof very little visible, primer intact, raNng 8
3. Exterior structures None
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C. Type of coating failure .
1. Ad6esion, Blistering none
2. Adhesion, Peeling 12+ impact damage spots on roof
3. Poor adhesion, testing Adhesion of sll coats is good
4. Fading, chalking or erosion Moderate to severe chalking on roof
5. Moss or mildew growth Severe on walis
6. Other
II. Evaluallon of the potential for the presence of hazardous materials such as
heavy metals or coal tar. No coal tar or lead containing paint is present on the
' exterior of this tank. See�heavy metals analysis from
Feb 2000.
IIY. Comments and recommendations The exterior should be pressure washed as soon
as possible to remove moss and mildew which will extend the life of the paint.
Submitted By:
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Curtis P. Bailey
Consulting Coating Chemist
21832 s.e. 275 St., Maple Vatley, WA. 98038
Phone/Fax: 425.413.9043
CORROSION � CONTROL • CONSULTANTS � AND LABS, INC. —
ANALYTICAL LABORATORY REPORT Friday, March 10, 2000 Page 1 o 4
CLIENT: Bailey & Associates, Inc. Coating Consultants DATE RECEIVED: Wednesday, March 08, 2000
21832 S.E. 275th St. DATE COMPLETED: Friday, March 10, 2000
Maple Valley, WA 98038 PO/PROJECT #:
INVOICE #: 162»
Prep Method: EPA 600/R-93/200M-P (Total Metals for Paint Chips, Sonication)
Analysis Met6od: 6010B (ICP-AES Method for Determination of Metals) .
LAB �L'�iBER 00-1264
Sampled Sy: CURT B?.ILEY • Date Sampled: Friday, Feb[vary 11, ?000
Job Loeatlon: Bremerton, WA � rL (� Sample Dcseription: Paint Chips
Sample Idendfiearion: � 13: Ext. Roof 1977 1 MG �
aPER?�TI1G
ELE�IE • RBSULTS (by weieht) DETECTIOti LI�tCTS
Lead 0.097 % 0.0050 %
1
L.�B ��Uti1BER: 00-1265
�
Sampled B_r. CURT BAO.EY �=�'J I � Date Sampled: Friday, February I I, ?000
Joh Loeadou: Bremerton, WA � Sample Descriprion: Paint Chips
Sample Idectifndoo: � 14: Interior Hatch 1977 I MG
''—�` OPERATI\G
E LE�fE \ T RESL (6y weig6[) DETEC'CIO\ LI�fITS
Lead *BDL 0.00�0 %
LAB �1.;�IBER: 00-1266
Sampled By: CURT BAILEY ��, � �C, I�
Jo6 Location: Brcmenon, WA
Sample idenaficttioc: � I5: la terior S hell 19� 1 MG
OPERATI\G
ELE�iE\T RE S U I. T S (by weig6t) DETECTIO� LI�1IT5
Lead , 0.0073 % 0.0050 %
[,,�s `�i,�[sER: 00-1267
Sampled By: CURT BAIlEY {� Z �
Job Loeation: Hrcmer[on, WA 1
Semple Ideutification: � 16• Ext Shell 1980 l MG �`
ELE�iENT
Lead
OPERaTI\C
RES[JI.TS (by wei�t) DETEC?IO\ LI�IITS
0.0077 % 0.0050 °�o
�
By: IGaren ]. Tinklenber;, QA ManaQer
Date Sampled: Friday, February 11, 2000
Sample Descriprian: Paint Chips
Da[e Sampled: Friday, Febniary 1 l, 2000
Sample Deseripdon: Paint C3ips
•edow Decectat�e ramic
�� One or or of the following accreditations may apply: �
A�H� National Lead Laboratory Accreditation Program(�iLLAP) #101030
Emrironmantal Lead
ne �ndustr�a� Nya�sns New York ELAP l#11609 A1NA IH �'101030
AGGREDITED
JIB ORATORY State of Ohio #10013 State oF�Visconsin #998346470
.• K TWOOD. MI 49512-4054 . 616-940-3112 • FAX:' 616-940-
State of South Carolina #81006
State of hlichigan(SDWA) #9820
139 • WEB-SITE: www.ccc�abs.com
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CORROSION �� CONTROL • CONSULTANTS • AND LABS, INC. —
ANALYTICAL LABORATORY REPORT Friday, March l0, 2000 Pa�e 3 of 4
CLIENT: Bailey & Associates, Inc. Coating Consultanis DATE RECEIYED: Wednesday, March 08, 2000
21832 S.E. 275th St. � - DATE COMPLETED: Friday, March 10, 2000
Maple Valley, WA 98038 PO/PROJECT #:
INVOICE #: 1 62»
Prep Method: EPA 600/R-93/200M-P (Total Metals for Paint Chips, Sonication)
Analysis Method: 6010B (ICP-AES Method for Determination of Metals)
LAB \Z�BER: 00-1272 .
Sampied By: CCTRT BAII.EY Dace Sampled: Tuesday, Fehru.vy �?, 3000
Job Lowtion: Bremenon, WA �� Sample Descriptian: Paini Chips
Sample Idendfic�tion: � 2I: Ext. Roof 1976 2 MG
OPERATLNG
RESULTS (by weig6t) DETECTION LI}l[T5
O.lI % - 0.0050 %
E LE�tEYC
� Lead
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L�.B \Z7titBER: 00-1273
Sampled B,r. C[JR? BAII.EY Date Sampled: Tuesday, February ?3, 3000
Ja6 Loation: Bremertan, WA �� k I b Sample Descriptian: Paint Chips
Sample [dentifnriou: � 23: In[. Ceiiing 19�6 � MG
OPER�TI\G
ELESI£hT RESULTS (by wei�t) DETECT[O� [.I�liTS
Lead *BDL 0.00�0 % �
L,�B xUrBER: 00-1274
Sampled By: CURT BAII.EY
Jo6 Locadon: Bremerton, WA ,.,�� � 1�
Sample Identificirion: � 33. Ext Shell 1979 � MG
E I.E�tE�T
Lead
OPER4Tf�G
RESUI.TS (by weight) DETECTIO` LII�IITS
0.089 % 0.0050 %
Las ��.i�tsER: pQ 1275
Sampled By: CURTBAIIEY �q
Job Locarion: Bremenon, WA . ��;y '� �
Sample [dendficatioa: Y 24: lnt Ceilin$ I979 �ING
OPERaTI\C
ELE�fEiV RESULTS (by weight) DETECiiO\ LI�IITS
Lead *BDL 0.0050 %
Tes�viewed By: Karen J. Tinklenbers, QA Manage*
i . .
Dace Sampied: Tuesday, February 22, 3000
Samplc DescriQdan: Painr Chips
Date Sampled: Tuesday, February 2?. 2000
Sample Dacripcou: Paint Chips
•Below Detecn6le Limi[
1�'y�+� One or more of-the following accreditations may app{y:
�a/ .
AIHP. tYational Lead Labocatory Accreditation Program(NLLAP) R101030 �
Enviranmentai Lead
�d Industrlal Nygiene New York ELAP #11609 AIHA IH #101030 State of South Carolina R81006
ACCREDITED
JIBORATORY State of Ohio �10013. , State of Wisconsia �998346470 State of Mich ig a n(SDWA) #9820
I DONKER C.• KENTWOOD, MI 49512=4054 • 616-940-3112 • FAX: 616-940-8139 • WEB-SITE: www.ccclabs.com
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Tank 20
10l30/06 �
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P6oto #2 Impact damage to tupcoat on roof
21832-s.e. 275� St., Maple Valley, OVA. 98038
Phone/Fax: 425.413.9043
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Tank 20
10/30/06
Exterior
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21832 s.e. 275 St., Maple Valley, WA. 98038
Phone/Fax: 425.413.9043
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Taak 20
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21832 s.e. 275� S�, Maple Valley, WA. 98038
Phone/Fax: 425 .413 . 9043
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Phone/Fax: 425.413.9043
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APPENDIX D
1 AWWA C652 - DISINFECTION OF
� WATER STORAGE FACILITIES
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American Water Works�Association
ANSI/AWWA C652-02
(Revision of ANSI/AWWA C652-92)
0
1�WWA ST1�W�ARD
FOR
DISINFECI70N OF WATER-5�'ORAGE
FACILI°�I�S �
�
�� asi�
���, Ameriean Natlona/ Standarafs lnatlhrte
• Effectiae date: Aug. 1, 2002.
First edition approued by A4VWA Baard of Directors June 15, 1980.
This edition approued Jan. 20, 2002. '
Approued by American National Standards Institute Inc., May 21, 2002.
AMERICAN WATER WORKS ASSOCIATION
6666 West Ouincy Avenue, Denver, Colorado 80235
vwvw.awwa.org
'
AW�WA Standard
This document is an American Water Works Association (AVWVA) standard. It is not a specification.
AWWA standards describe minimum requirements and do not contain all of the engineering and
administrative information normally contained in specifications. The AWWA standards usually
contain options that must be evaluated by the user of the standard. Until each optional feature is
specified by the user, the pmduct or service is not fully defined. AW4VA publication of a standard
does not constitute endorsement of any product or product type, nor does AWWA test, certify, or
approve any product. The use of AWWA standards is entirely voluntary. AWWA standards are
intended to represent a consensus of the water supply industry that the product described will
provide satisfactory service. When AWWA revises or withdraws this standard, an official notice of
action will be placed on the first page of the classified advertising section of Jot�rrtal AWWA. The
action becomes effective on the first day of the month following the month of Journal AWWA
publication of the official notice.
Americ,an National Stand�rc�
An American National Standard implies a consensus of those su6stantially concemed with its scope
and provisions. An American National Standard is intended as a guide to aid the manufacturer, the
consumer, and the general pablic. The existence of an American National Standazd does not in any
respect preclude a.nyone, whether that person has approved the standazd or not, from manufactur-
ing, mazketi.ng, purchasi.ng, or using products, processes, or procedures not conforming to the
standard. American National Standards are subject to periodic review, and users are cautioned to
obtain the latest editions. Producers of goods made in conformity with an American National
Standazd are encouraged to state on their own responsibilit} in advertising and promotional
materials or on tags or labeLs that the goods are produced in conformity with particulaz American
National Standazds.
Catrr�orr No'r�cE: The American National Standazds Institute (ANSI) approval date on the front
cover of this standard indicates completion of the AI�TSI approval process. This American National
Standard may be revised or withdrawn at any time. .AI�'SI procedures require that action be taken
to rea�rm, revise, or withdraw this standard no later than five years from the date of publication.
Purchasers of America.n Na6onal Standards may receive current information on all standazds by
caIling or writing the American National Standards Institute, 25 W. 43rd St., Fourth Floor,
New York, NY 10036; (212) 642-4900.
All rights reserved. No part of th's pubiication may be reproduced or uansmitted in any form or by any means, elec-
cronic or mechanical, including photocopy, recording, or any infocmation or rea-ieval system, except in the form of
brief excerpu or quotations for reriew purposes, without the written permission of the publisher.
Copyright 0 2002 American �Vater Works Association
Printed in USA
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Committee Personnel
The AWWA Standards Committee on Disinfection of Facilities which revie�ved
and approved this standard, had the following personnel at the time of approval:
M.S. Solomon, Claair
Consumer Members
J.E. French, Belleair Bluffs, Fla_
L.A. Hensley, GDS Associates Inc., Marietta, Ga_
R.C. Lorenz, Westerville Water Plant, Westerville, Ohio
T.W.D. NlacDonald, Cambridge Water Department, North Andover, 1l�Iass.
P.NI. Mazchand, Pawtucket Water Supply Board, Pawtucket, R.I.
E.D. Schwartz, Elizabethtown Water Company, Plainfield, N.J.
C.H. Smith, Savoy, Ill.
J.L. Stapf, City of Wyoming Water Department, Wyoming, Mich.
General Interest Members
K.C. Choquettes, Iowa Department of Public Health, Des Moines, Iowa (AWWA) ,
_ D.J._Har.tm�n, Standards Council Liaison,.Cincinnatti, Ohio _____.___ _,__._.__ (AWWA)_____.__ �
C.B. Hagar, Cazollo Engineers, Phoenix, Aria. (AWWA) ;
T. Lambert, Florida Department of Environmental Protection, Orlando, Fla. (AWWA) .
NI.S. Solomon, `Yinzler & Kelly Consulting Engineers, Santa Rosa, Calif. (AWWA)
T.W. Walker, New York State Department of Health, Victor, N.Y. (AWWA)
M.L. Wentink, Nebraska Department of Health, North Platte, Neb. (AWWA)
J.H. Wilber, Standards Engineer Liaison, AWWA, Denver, Colo. (AWWA)
(AW4VA)
(AWWA)
(AWWA)
(AWWA)
(NEWWA)
(AW WA)
(AWtiVA)
(AWWA)
Producer Members
'
W.B. Huebner, The Capital Controls Group, Colmar, Pa.
M.L. Johnsen, Johnsen Corrosion Engineering, Greenwood, Neb.
(AWWA1
(AWWA)
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�' Liaison, nonvoting
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Contents
All _A�i�4VA standards follow the general Format indicated subsequently. Some uariations fror�e this format may be
Found in a particular standard.
SEC. P�GE SEC. PAGE
Foreword 4.4 Disinfection Procedures When
I Introduction .......................................... vii Conducting Underwater Inspection
I.A Background ........................................... vii of Potable-Water-Storage
I.B History .................................................. vii Facilities................................. � .... 7
I.0 Acceptance ............................................vi�
' � Verification
II Special Issues ...................................... viii
II.A Information on Application of This 5.1 Bacteriological Sampling and
Standard.........._. ... Testing ...............................................11
................................. viii
III Use of This Standard ............................. x 6 Delivery ................................... ......11
III.A Purchaser Options and Alternatives ... xi
III.B Modification to Standard ...................... xi Appendixes
IV Major Revisions ..................................... :ri � Chlorine Residual Testi.ng ...................13
V Comments ............. � B Chlorine Dosages..................................15
................................. �n
C Disposal of Heavily Chlorinated
Standard
1 General
1 .1 Scope ....................................................... 1
12 Purpose ................................................... 1
1.3 Application ..............................................1
2 References ............................................2
3 Definitions ............................................2
4 Requirements
4.1 Materials .................................................3
4.2 Forms of Chlorine for Disinfection ....... 3
4.3 Methods of Chlorination ........................ 4
Water..................................................17
Tables
B.1 �mounts of Chemicals Required to
Give Various Chlorine Concentrations
in 100,000 gal (378.5 m
ofWater .............................................15
B.2 Amounts of Chemicals Required to
Give Various Chlorine Concentrations
of 200 mg/L in Various Volumes
ofWater .............................................15
C.1 Amounts of Chemicals Required to
Neutralize Various Residual Chlorine
Concentrations in 100,000 gal
(378.5 m of Water ...........................1?
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Foreword
This Foreword is for information only and is not a part of A4VWA C652.
I. Introduction.
. IA. Background. This standard describes methods of disinfecting water
storage tanks. The disinfecting agents di�cussed in this standard are chlorine
solutions, and several combinations of free chlorine residual and contact time (CT)
are provided. The chlorine solutions may be derived from liquid chlorine (C12),
calcium hypochlorite (Ca(OCl)2), or sodium hypochlorite (NaOCl).
I.B. History. This standard was first approved on June 15, 1980, under the
designation AVWVA D1�5, Standard for Disinfection of Water Storage Facilities. The
1980 edition was developed from information originally contained in AWWA D102-64,
modified to include disinfection of water-storage facilities constructed of steel or other
materials. The standard was redesignated AWWA C6�2 with the 1986 edition. It was
revised in 1992. This edition was approved on Jan. 20, 2002.
I.C. Acceprance. In May 1985, the US Environmental Protection Agency
(USEPA) entered into a cooperative agreement with a consortium led by NSF
Intemational (NSF) to develop voluntary third-party consensus standards and a
certification program for all d.irect and indirect drinking water additives. Other
members of the consortium included the A.merican Water Works Association.
Research Foundation (AWWARF) and the Conference of State Health and Environ-
mental Managers (COSHENI). The American Water Works Association (AVWVA) and
the Association of State Drinking Water Administrators (ASDWA) joined later_
� In the United States, authority to regulate products for use in, or in contact
with, drinki.ng water rests with individual states.' Local agencies may choose to
� impose requirements more stringent than those required by the state. To evaluate
the health efFects of products and drinking water additives from such products, state
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and local agencies may use various references, including
1. An advisory program formerly administered by USEPA, Office of Drinking
Water, discontinued on Apr. 7, 1990.
2. Specific policies of the state or local agency.
*Persons in Canada, Mexico, and non-North America.n countries should contact the
appropriate authority having jurisdiction.
vii
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3. 'I�vo standards developed under the direction of NSF, ANSI'/NSFt 60,
�-- Drinking Water Treatment Chemicals—Health Effects, and ANSIlNSF 61, Drinking
�" Water System Components—Health Effects.
4. Other references, including AWWA standards, Food Chemicals Codex,
Water Cherrcicals Codex,T and other standards considered appropriate by the state or
local agency.
Various certification organizations may be involved in cez-tifying products in
accordance with ANSI/NSF 60. Individual states or local agencies have authority to
accept or accredit certification organizations within their jurisdiction. Accreditation
of certification organizations may vary from jurisdiction to jurisdiction.
Annex A, "Toxicology Review and Evaluation Procedures," to ANSI/NSF 60
does not stipulate a maximum allowable Ievel (MAL) of a contaminant for
substances not regulated by a USEPA final maximum contaminant level (MCL). The
MALs of an unspecified list of "unregulated contaminants" are based on toxicity
testing guidelines (noncarcinogens) and risk characterization methodology (carcino-
gens). Use of Annex A procedures may not always be identical, depending on the
certifier.
AWWA C6�2 does not address additives requirements. Thus, users of this
standard should consult the appropriate state or local agency having jurisdiction in
order to
1. Determine additives requirements, including applicable standards.
2. Determine the status of certifications by all parties offering to certify
products for contact with, or treatment of, drin�ng water.
3. Determine current information on product certification_
II. SpecialIssues.
II.A. Information on Application of This Standard. Utilities aze increasingly
focusing on water storage reservoir management and maintenance as part of
preserving distribution system water quality. As more frequent inspections and
cleaning of reservoirs are required, utilities are turning to methods, which minimize
downtime and wasted water. Utilities are utilizing inspection methods such as divers,
'A.merican National Standards lnstitute, 2� R'. 43rd St., Fourth Floor, New York, TTI'
10036.
� NSF International, 789 N. Dixboro Rd., Ann Arbor, MI 48105. .
�Both publications available from National Academy of Sciences, 2102 Constitution Ave.
N.W., VGashington, DC 20418. '
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float down, remotely operated vehicles for both inspection and sediment removal.
Sec. 4.4 of this standard describes the disinfection procedures and operational
considerations for conducting in-service inspection and cleaning in potable-water-
storage facilities. Originally this standard addressed inspection of storage tanks by
cliving but has been e:�panded to address aII forms of inspection and cleaning that are
performed while the tanks are full of water.
It should be noted that any underwater retrieval of remotely operated vehicles
with divers must be performed in accordance with all aspects of this standard.
Although, Sec. 4.4 specifically addresses water quality protection, the diving
subcommittee felt it was very important to communicate the critical aspects of
contractor safety, which should be incorporated into any project of this type. Utilities
must be aware that it is their responsibility to determine if contractors working on
their property are following proper OSHA procedures. When selecting a contractor to
perform this type of work, it is essential to evaluate their experience, safety
procedures, and methods. Each bidder should be willing to meet the minimums set by
this standard for safe performance of the work.
This standard includes references to pertinent OSHA regulations.
It should be recognized that there are specific technical skills a utility should
look for when considering a firm for this type of work:
• Qualifications for conducting in-service operations in compliance with
OSHA
• Qualifications for inspecting and evaluating steeUconcrete/wood or mem-
brane-covered reservoirs
• Resumes for those specific personnel who �vill perform underwater
inspection .
Sec. 4.4 does not address the following items, each of which must be specified by
the purchaser:
1. The type of inspection to be performed (structural, coating, bottom
sediment, cathodic protection, bacteriological, and so forth).
2. The technical requirements of the inspection.
For additional guidance:
Refer to AWWA M42 Manual of Water Supply Practices Steel Water-Storage
Tanks.
Sec. 4.4 does not attempt to rewrite existing safety standards and relies on the
existing applicable OSHA Standards, including but not limited to
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OSHA, 29 CFR, Subpart T Commercial Diving Operations 1910.401
( through 1910.441
OSHA, 29 CFR, Permit Required Confined Spaces, 1910.146
III. Use of This Standard. This standard describes methods of disinfecting
water-storage facilities that are newly constructed, have been entered for construc-
tion or inspection purposes, or that continue to show the presence of coliform bacteria
during normal operation. In addition, the standard defines disinfection procedures
for underwater inspections because water utilities increasingly are employing divers
to conduct underwater inspections of � on-line potable-water-storage facilities to
minimize water loss and downtime normally associated with necessary maintenance
inspections. The standard does not describe the type and technical requirements of
underwater inspection or the required skill level of the diving inspector.
A storage facility is defined as a reservoir from which water, without further
treatment other than booster disinfection, is supplied directly to the distribution
- piping system for domestic use. From a practical sta.ndpoint, this standard applies to
the disinfection of covered storage facilities constructed of steel, c�ncrete, or
materials that would provide a similar structure from a water quality standpoint.
Because wood may support the growth of coliform bacteria, it is recommended that
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any submerged wood surface (columns, baffles, and so forth} be coated with epoxy or
other durable, effectively impezmeable paint or coating approved for domestic water
use.
Parts of this standard may be applicable to the disinfection of large,
finished-water, open storage reservoirs, such as reservoirs formed by concrete or
earth dams, but these applications are incidental, and this, standard is not intended
to cover those kinds of storage facilities.
Three methods of chlorinating storage facilities aze described in this standard.
Each utility should decide which method is most suitable for a given situation. In
selecting the method to be used, the utility should consider the availability of
materials and equipment for disinfection, the training of personnel who will perform
the disinfection, and safety. For example, gas chlorination should be used only when
properly designed and constructed equipment is available; makeshift equipment is
not acceptable when liquid-chlorine cylinders are used. Spray equipment should be
used inside the storage facility only when thorough ventilation is assured or when
appropriate protection is provided using canister-type gas masks or self-contained
breathing units. If a chlorination method is selected that requires the draining of a
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storage facility in order to dispose of highly chlorinated water, then thorough
consideration should be given to the effect on the receiving environment. If there is
any question as to whether a chlorinated-waste discharge may cause damage to fish
life, plant life, physical installations, or other downstream water uses of any type,
then an adequate amount of a reducing agent should be applied to the discharged
water in order to thoroughly neutralize the chlorine residual.
III.A. Purchaser Options and Alternatives. This standard is written as
though the work will be done by the purchaser's personnel. If' the purchaser is
contracting for the work to be done, appropriate provisions should be included in the
contract agreement to ensure that the constructor is specifically instructed as to his
responsibilities. At the least, the purchaser should specify the following:
i. Standard used—that is, AWWA C6�2, Standard for Disinfection of
Water-Storage Facilities, of latest edition.
2. Method of disinfection to be used. .
3. Any required disposal and precautions to be taken in disposing of
chlorinated water in the storage facility.
4. Bacteriological testing and method to be used.
5. Redisinfection procedure if required.
III.B. Modifzcation to Standard. Any modification of the provisions, defini-
tions, or terminology in this standard must be provided in the purchaser's
specifications.
IV. Major R.evisions. lYlajor changes made in this revision of AWWA C652
aze as follows: _
1. Sec. 4.4, Disinfection Procedures When Conducting Underwater Inspection
of Potable-Water-Storage Facilities, was modified.
V. Comments. If you have any comments or questions about this standazd,
please call the AWWA Volunteer & Technical Support group, (303) 794-7711 ext.
6283, FAX (3Q3) 795-7603, or write to the group at 66fi6 W. Quincy Ave., Denver, CO
80235.
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American Water Works Association
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ANSI/AWWA C652-02 �
(Revision of ANSI/AWWA C652-92)
AW�VA 5�'AlVDARD FOR
I�ISINFEC�'ION OF WATER STOIZ�GE
FACILI�'IES
SECTION 1: GENERAL
Sec.l.l Scope
_. This standard for disinfection of water-storage facilities describes materials,
� E facility prepazation, application of disinfectant to interior surfaces of facilities, and
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sampling and testing for the presence of coliform bacteria. The standard also includes
disinfection procedures for underwater inspection of on-line, potable-water-storage
facilities but does not describe the technical aspects of underwater inspection. All
ne�v storage faciIities shall be disinfected before they aze placed in service. All
storage facilities taken out of service for inspecting, repairing, painting, cleaning, or
other activity that might lead to contamination of water shall be disinfected before
they are returned to service.
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Sec.1.2 Purpose
The purpose of this standard is to define the minimum requirements for the
disinfection of water storage facilities, including the preparation of water storage
facilities, application of chlorine, procedures for disinfecting underwater inspection
equipment, and sampiing and testing for the presence of coliform bacteria.
Sec.1.3 Application
This standard can be referenced in specifications for the disinfection of water
storage facilities and can be used as a guide for the preparation of water storage
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2 AWWA C652-02
facilities, application of chlorine, disinfection procedures to be used during
underwater inspections, and testing for the presence of coliform bacteria. The �
stipulations of this standard apply when this document has been referenced and then
only to the disinfection of water storage facilities.
SECTION 2: REFERENCES
This standazd references the following documents. In their latest edition, they
form a part of this standard to the extent specified within the standard. In case of
any conflict, the requirements of this standard shall prevail.
ANSI"/AWWA B300—Hypochlorites.
ANSUAWWA B301—Liquid Chlorine.
Standard Methods for the Examination of Water and Wastewater. APHA,'
AWWA, and WEF.= Washino on, D.C. (20th ed., 1998).
Additional materials relating to activity according to this standard include the
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fotlowing:
Chlorine Manual—Chlorine Institute Inc.§
Introduction to W'ater Treatment. WSO Series, Vol. 2. AVVV�'A, Denver (1994).
Material safety data sheets for forms of chlorine used (provided by suppliers).
Sczfety Practice for Water Utilities. AWWA Manual M3. AWWA, Denver (2002).
Water Chlorination Principles and Practices. AWWA Manual M20. AWWA,
Denver (1973).
Water Quality and 75-eatment. AWWA, Denver (5th ed.).
SECTION 3: DEFINITIONS
1. Constructor: The party that provides the work and materials for placement
and installation. �
*American National Standards Institute, 2� W. 43rd St., Fourth Floor, New York, NY 10036.
�American Public Health Association, 800 I St., N.W., Washington, DC 20001-3710.
-Water Environment Federation, 601 V4ythe St., Alexandria, VA 22314.
§Chlorine Institute Inc., 2001 L St. N.W., Suite 506, Washington, DC 20036-4919.
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DISINFECTION OF WATER-STORAGE FACILITIES 3
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SECTION 4: REQUIREMENTS
Sec. 4.1 Materials and Cleaning
4.1.1 Materials entering tank. All scaffolding, planks, tools, rags, and other
materials not part of the structural or operating facilities of the tank shall be
removed. Then the surfaces of the waIls, floor, and operating facilities of the storage
facility shall be cleaned thoroughly using a high-pressure water jet, sweeping,
scrubbing, or equaIly effective means. All water, dirt, and foreign material
accumulated in this cleaning operation shall be discharged from the storage facility
or otherwise removed.
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4.1.2 Other materials. Following the cleaning operation, the vent screen,
overflow screen, and any other screened openings shall be checked and put in
satisfactory condition to prevent birds, insects, and other possible contaminants from
enteri.ng the facility. Any material required to be in the operating storage facility
after the cleaning procedure has been completed shall be clean and sanitary when
placed in the facility. In these instances, care shall be taken to minimize the
introduction of dirt or other foreign material. (For eYample, placing a layer of
limestone granules on the unpainted bottom of the storage facility to prevent
corrosion.)
Sec. 4.2 Forms of Chlorine for Disinfection
The forms of chlorine that may be used in the disinfecting operations are liquid
chlorine, sodium hypochlorite solution, and calcium hypochlorite granules or tablets.
4.2.1 Liquid chlorirze. Liquid chlorine conforming to ANSUAWWA B301 con-
tains 100 percent available chlorine and is packaged in steel containers usually of
100-1b, 150-1b, or 1-ton (45.4-kg, 68.0-kg, or 907.2-kg) net chlorine weight. Liquid
chlori.ne shall be used only (1) in combination with appropriate gas-Elow chlorinators
and ejectors to provide a controlled high-concentration solution feed to the water to
be chlorinated; (2) under the direct supervision of a person who is familiar with
chlorine's physiological, chemical, and physical properties, and who is trained and
equipped to handle any emergency that may arise; and (3) when appropriate safety
practices are observed to protect working personnel and the public.
4.2.2 Sodium hypochlorite. Sodium hypochlorite conforming to ANSUAWWA
B300 is available in liquid form in glass, rubber-lined, or plastic containers typically
ranging in size from 1 qt (0.95 L) to 5 gal (18.92 L). Containers of 30 gal (113.6 L) or
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4 AWWA C652-02
larger may be available in some areas. Sodium hypochlorite contains approximately
5 percent to 15 percent available chlorine by volume, and care must be taken to
control storage conditions and length of storage to minimize its deterioration.
42.3 Calcium hypochlorite. Calcium hypochlorite conforming to ANSU
AWWA B300 is available in granular form or in small tablets and contains
approximately 65 percent available chlorine by weight. The material should be stored
in a cool, dry, dazk environment to minimize its deterioration.
Sec. 4.3 Methods of Chlorination
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Three methods of chlorination aze explained in this standard. Typically, only
one method will be used for a given storage-facility disinfection, but combinations of
the methods may be used. The three methods are (1) chlorination of the full storage
facility such that, at the end of the appropriate retention period, the water will have
a free chlorine residual of not less than 10 mg/L; (2) spraying or painting of all
storage facility water-contact surfaces with a solution of 200-mg/L available chlorine;
and (3) a two-step process of chlorinating the bottom portion of the storage facility
with 50-mg/L available chlorine followed by filling to overflow and ma.intaining a free
chlorine residual of at least 2 mg/L for 24 hr.
4.3.1 Chlorination method 1. The water-storage facility shall be filled to the
overflow level with potable water to which enough chloz-ine is added to provide a free
chlorine residual i.n the full facility of not less than 10 mg/L at the end of the
appropriate 6-hr or 24-hr period, as described in Sec. 4.3.1.4. The chlorine, either as
calcium hypochlorite, sodium hypochlorite, or liquid chlorine, shall be introduced into
the water as described hereafter.
4.3.1.1 Liquid-chlorine use. Liquid chlorine shall be introduced into the water
filling the storage facility in such a way as to give a uniform chlorine concentration
during the entire filling operation. Portable chlorination equipment shall be carefully
operated and shall include a liquid-chlorine cylinder, gas-flow chlorinator, chlorine
ejector, safety equipment, and an appropriate solution tube to inject the high
tration chlorine solution into the filling water. The solution tube shall be inserted
through an appropriate valve located on the inlet pipe and near the storage facility
such that the chlorine solution will mix readily with the inflowing water.
4.3.1.2 Sodium hypochlorite use. Sodium hypochlorite shall be added to the
water entering the storage facility by means of a chemical-feed pump or shall be
applied by hand-pouring into the siorage facility and allowing the inflowing water to
provide the desired mixing.
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DISINFECTION OF WATEl�-STORAGE FACILI'PIES 5
4.3.1.2.1 When a chemical-feed pump is used, the concentrated chlori.ne
solution shall be pumped through an appropriate solution tube �so as to inject the
high-concentration chlorine solution at a rate that �vill give a uniform chlorine
concentration in the filling water. The solution tube shall be inserted through an
appropriate valve located on the inlet pipe and near the storage facility, or through
an appropriate valve located on the storage facility such that the chlori.ne solution
will mix readily with the filling water.
4.3.12.2 When the sodium hypochlorite is poured into the storage facility, the
filiin of the storage facility shall beg immediately thereafter or as soon as any
removed manhole covers can be closed. The sodium hypochlorite may be poured
through the cleanout or inspection manhole in the lower course or level of the storage
facility, in the riser pipe of an elevated tank, ar through the roof manhole. The
sodium hypochlorite shall be poured into the water in the storage facility when the
water is not more tha.n 3 ft(0.9 m) in depth, nor less than 1 ft(0.3 m) in depth or as
close thereto as manhole locations permit.
4.3.1.3 � Calcium hypochlorite use. Calcium hypochlorite granules or tablets
broken or crushed to sizes not larger than i/a-in. (6.4-mm) maximum dimension may
be poured or carried into the storage facility through the cleanout or inspection
manhole in the lower course or level of the storage facility, into the riser pipe of an
elevated tank, or through the roof manhole. The granules or tablet particles shall be
placed in the storage facility before flowing water into it. The granules or tablets
shall be located so that the inflowing water will ensure a current of water circulating
through the calcium hypochlorite, dissolving it during the filling operation. The
calcium hypochlorite shall be placed only on dry surfaces unless adequate precau-
tions are taken to provide ventilation or protective breathing equipment.
4.3.1.4 Retention period. After the storage facility has been filled with the
disinfecting water, it shall stand full as follo�vs: (1) for a period of not less than 6 hr
when the water entering the storage facility has been chlorinated uniformly by
gas-feed equipment or chemical pump, or (2) for a period of not less than 24 hr when
the storage facility has been filled with water that has been mixed with sodium
hypochlorite or calcium hypochlorite within the storage facility as described in
Sec. 4.3.1.2 and 4.3.1.3.
4.3.1.5 Handling of disinfection water. After the retention period stated in
Sec. 4.3.1.4, the free chlorine residual in the storage facility shall be reduced to a
concentration appropriate for distribution by completely draining the storage facility
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and refilling with potable water, or by a combination of additional holding time and �
blending with potable water having a low chlorine concentration. When an �
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'`- appropriate chlorine concentration is reached and subjected to satisfactory bacterio-
logical testing and acceptable aesthetic quality, the water may be delivered to the
distribution system.
' 4.3.1.5.1 The environment into which the chlorinated water is to be discharged
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shall be inspected, and if there is any likelihood that the chlorinated discharge will
cause damage, then a reducing agent shall be applied to the water to be wasted to
thoroughly neutralize the chlorine residual in the water. Federal, state, or local
environmental regulations may require special provisions or permits prior to disposal
of highly chlorinated water. The proper authozzties should be contacted prior to
disposal of highly chlorinated water.
4.3.2 Chlorination method 2. A solution of 200-mg/L available chlorine shall
be applied directly to the surfaces of all parts of the storage facility that would be in
contact with water when the storage facility is full to the overflow elevation.
4.3.2.1 Method of application. The chlorine solution may be applied with
suitable brushes or spray equipment. The solution shall thoroughly coat all surfaces
to be treated, including the inlet and outlet piping, and shall be applied to any
separate drain piping such that it will have available chlorine of not less than 10 mg/L
when filled with water. Over4ow piping need not be disinfected.
4.3.2.2 Retention. The disinfected surfaces shall remai.n in contact with the
strong chlorine solution for at least 30 min, after which potable water shall be
admitted, the drain piping purged of the 10-mg/L chlorinated water, and the storage
facility then filled to its overflow level. Following this procedure and subject to
sat bacteriological testing and acceptable aesthetic quality, the water may be
delivered to the distribution system. .
4.3.3 Chlorination method 3. Water and chlorine shall be added to the
storage facility in amounts such that the solution will initially contain 50 mg/L
available chlorine and will fill approximately 5 percent of the total storage volume.
This solution shall be held in the storage facility for a period of not less than 6 hr.
The storage facility shall then be filled to the overflow level by flowing potable water
into the highly chlorinated water. It shall be held full for a period of not less than
24 hr. All highly chlorinated water shall then be purged from the drain piping.
Following this procedure and subject to satisfactory bacteriological testing and
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DISINFECTION OF R/ATER-STORAGE FACILITIES 7
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acceptable aesthetic quality, the remaining water may be delivered to the distribution
system. � �
4.3.3. J. Adding chlorine. Chlorine shall be added to the storage facility by the
method described in Sec. 4.3.1.1, 4.3.1.2, or 4.3.1.3. The actual volume of the 50-mg/
L chlorine solution shall � be such that, after the solution is mixed with filling water
and the storage facility is held full for 24 hr, there will be a free-chlorine residual of
not less than 2 mg/L.
Sec. 4.4 Disinfection Procedures When Conducting Underwater Inspection of
Potable-Water-Storage Facilities
4.4.1 Pre job meeting. A pre job meeting involving the constructor and water
utility representatives shall be held to ensure the following; that the personnel
understand the configuration of the reservoir, the disinfection procedures, that
underwater appurtenances are identified, that time restrictions are discussed, that
the diving conditions are considered, that safety procedures are in place, and that
inspection requirements are understood. Any problems associated with logistics
should be resolved at this time. Clear communications between utility operations
personnel and the constructor are essential.
4.4.2 Storage-�'acility isolation. In certain instances, safe diving operations
may require the water-storage facility to be removed from service and isolated from
the system prior to inspection by closing all inlet and outlet valves. Flowmeters and
the tank level should be monitored to verify that the facility has been isolated. The
underwater inspection should be made with the reservoir as full as possible, �vhile
still leaving room for access to the roof area. If the reservoir must be inspectad with
the inledoutlet valves in the open position, then system valves further upstream or
downstream should be closed. Off-line inspection/cleaning of storage facilities may
not be possible or convenient for certain tanks or clearweIIs. On-line diving work may
be completed safely, but strict attention to safety is required. If special operational
conditions necessitate underwater inspection or cleaning without isolation, then
diving work should be done during periods when positive flow into the reservoir is
maintained and rates into or out of the water-storage facility are minimal. For
underwater inspection of nonisolated facilities having a common inlet/outlet pipe, it
is strongly recommended that a positive flow into the storage facility be maintained
during the dive.
4.4.3 Storage-facility access. Before the facility ac�ess hatch is opened, the
hatch and immediate area shall be cleaned of all ]oose dirt and debris. Special care
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should be taken to keep the equipment and personnel clean prior to entering. the
tank. Dirt and contaminants on the reservoir roof, adjacent to the hatch can re-
contaminate the equipment. If any equipment that will enter the tank makes contact
with the roof, it shall be re-disinfected prior to entering the tank.
4.4.4 Initial water quality. The first step of any in-service inspection project
shall be for the utility to establish the chlorine residual and turbidity in the reservoir
contents before entering the reservoir for any other purpose. The utility should take
representative water samples from several depth locations, if possible, and analyze
for chlorine residual and turbidity. Turbidity testing is especially important if the
reservoir is being cleaned or inspected while on line. The results shall be recorded far
future reference.
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� 4.4.� Eqc�ipment and personnel requirements.
4.4.5.1 Equipment and clothing. All equipment to be used for inspection/
cleaning of potable-water-storage facilities shall be dedicated for that purpose only.
, - All equipment shall be constructed and mainta.ined in such a fashion so that water
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quality will not be affected. All equipment shall be available for inspection.
4.4.5.1.1 According to this standard, both SCUBA (self-contained underwater
breathing apparatus) and externally supplied air methods are acceptable air sources.
4.4.5.1.2 All equipment exposed to the water shall be suitable for disinfection.
Divers shall be completely encapsulated with no bare skin exposed. Diving clothing
shall be of the dry-suit type and shall be in good condition, free from tears, scrapes,
unrepaired areas, or other imperfections that may impair the integrity of the suit.
The diver and the clothing shall be disinfected after the diver is suited up and on top
of the tank as per Sec. 4.3.2. All equipment and dry suits dedicated for potable-water
underwater inspection work shall be stored in a manner that prevents both chemical
and bacteriological contamination. Personnel entering a tan.k for the purposes of a
float-down inspection must wear a dry suit that can be disinfected properly.
4.4.5.1.3 There shall be no contact of the mouth or head with the water during
any underwater operations. The head shall be fully encapsulated by one or a
combination of the following: helmet or dry suit hood with full-face mask.
4.4.5.1.4 Divers shall have communication in accordance with federal, state,
provincial, and local regulations.
4.4.5.1.5 Underwater operations may be videotaped or documented with still
photographs at the utility's request.
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DISINFECTION OF �VATER-STORAGE FACILITIES 9
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4.4.5.1.6 Disturbing tank bottom sedi.ment may impair water quality. Sedi-
ment may contain bacteria, which if resuspended can cause conta.m.ination. Disturbed
sediment will create localized turbidity. In some cases, it may be desirable to disturb
a small area of thin sediment in order to inspect the underlying coating or floor
condition. Divers or ROVs shall not disturb the sedi.ment in any way unless e.�cplicitly
approved by the utility to do so; this includes "walking on the floor."
4.4.�.� Personnel requirements. Because of the hazardous nature of this
work, combining confined-space entry and diving, the constructor performing the
work shall comply with all federal, state, provincial, and local regulations.
4.4.52.1 Certain diving constructors who have been providing these services
for many years may not have the formal certifications listed below. Utilities should
cazefully review the documentation of training and experience for these firms and
require a detailed personal diver's log for the personnel who will conduct the on-site
work_ Simply, the presentation of a sport d.iver certification cazd for SCUBA by itself
is not acceptable proof of proper training.
The following is a limited list of eYamples of diver qualifications that aze
acceptable—but not without detailed documentation of training and direct tank
inspection---cleani.ng work experience:
2nd Class US Navy Diver Training
ANSUACDE O1 (latest version) Commercial Diver Certification
ADC Commercial Certification
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4.4.5.2.2 All personnel on the dive or float-down team must be OSHA Confined
Space Certified. These certificates should be provided on the job site for all personnel.
4.4.5.2.3 AlI personnel on the dive or float-down team shall be free of
communicable disease and shall not have been under a physician's caze within the
seven-day period prior to the entering of the facility. No person who knowingly has an
abnormal temperature or symptoms of illness shall work in a water-storage facility.
4.4.5.2.4 The American Red Cross or an equivalent agency shall certify all dive
team members in the use of CPR and First A.id.
4.4.5.3 Safet}: The dive team shall comply with all applicable local, state, and
federal safety requirements and shall provide all necessary safety equipment suitable
for the specific access opening, depth to water, and other aspects of the water-storage
facility to be inspected.
4.4.5.3.1 The constructor shall have a comprehensive safety manual on site,
which addresses all of the potential hazards encompassed by the in-service
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operations. The safety manual shall include certifications for all on site employees for
diving, confined space, first aid, and CPR. The constructor shall have a method and
the equipment readily available for the extraction of an injured diver and a method
for lowering a person to the ground who is incapacitated. This may include the use of
a properly trained and equipped local fire department or rescue squad. The use of an
outside response team must be covered in the pre job meeting, and they must be able
to respond quickly or be on site during the work.
4.4.6 Equipment disinfection. All equipment that will enter the water-storage
facility must be disinfected immediately prior to entry into the potable-water
reservoir. Any equipment making contact with the tank roof must be disinfected
again prior to entry into the water. The method of equipment disinfection can be
submersion in, spraying with, or sponging with disinfectant solution as defined in
Sec. 4.3.2. Care must be taken when applying disinfectant solution to the diver and
equipment so that any excess, runoff, or spillage is controlled so it does not enter the
- reservoir.
4.4.7 Post-inspection chlorine residual and bacteriological testing. If proper
disinfection procedures are followed, there should be no need to increase the chlorine
residual in the storage facility after completion of the inspection. However, after all
, personnel and equipment are removed from the water-storage facility, the chlorine
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residual in the facility should be re-tested. If the chlorine residual has dropped from
� that indicated by the initial test made prior to entry, sufficient chlorine solution or
granules shall be added to the storage facility to return the chlorine residual to pre-
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entry levels, but not to exceed a chlorine concentration of 2 mg1L.
Disinfectant shall be added in a ma.nner to achieve maximum distribution over
the surface and achieve all possible mi.xing. Adequate mixing can be promoted by
circulation, if available, or with portable mixers or portable pumps suitably
disinfected. (No'rE: The pre- and post-dive residuals may not match exactly because
of sampling and analytical variability).
When chlorine residual is at pre-entry levels, samples for coliform organisms
should be taken by the o�vner and analyzed in accordance with Sec. 5.1.
If the chlorine residual in the storage facility did not drop during the inspection,
the facility ca.n be returned to service (if it was isolated) as soon as the bacteriological
samples have been confirmed as acceptable. However, if it was necessary to rebuild
the chlorine residual in the storage facility, the facility should not be placed in service
until after completion of a satisfactory bacteriolog analysis.
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DISIVFECTION OF �VATEFi-STORAGE FACILITIES 11
�.4.9 Affidavit of complia�tce. The purchasing utility may reQuire that the
constructor performing the inspection or cleaning services provide an affidavit of
compliance with the requirements of this standard.
SECTION 5: VERIFICATIOIV
Sec. 5.1 Bacteriological Sampling and Testing
5.1.1 Standard conditions. After the chlorination procedure is completed and
before the storage facility is placed in service, water from the full facility shall be
sampled and tested for coliform organisms in accorda.nce with the latest edition of
Standard �llethods for the Examination of tii�ater and Wastewater. The testing method
used shall be either the multiple-tube fermentation technique or the membrane-filter
technique, or the enzyme substrate coliform test.
5.1.1.1 Test for odor. The water in the full facility should also be tested to
ensure that no offensive odor exists because of chlorine reactions or e�cess chlorine
residual.
5.1.1.2 Results of testing. If the test for coliform organisms is negative, then
the storage facility may be placed in service. If the test shows the presence of coliform
bacteria, then the situation shall be evaluated by qualified personnel. In any event,
repeat samples shall be taken until two consecutive samples are negative, or the
storage facility shall again be subjected to disinfection.
5.1.1.3 Care in sampling. The samples shall be taken from a sample tap on
the outlPt piping from the storage facility or from a sample tap connected dir�ctly to
the storage facility. In either case, the operation shall be such as to ensure that the
sample coilected is actually from water that has been in the storage facility.
5.1.1.4 Recommended additional samples. During the disinfection operation
and the required sampling of water from the storage facility, it is recommended that
samples be taken from water flowing into the storage facility to determine if
coliforms are present in the typical potable water source.
SECTION 6: DELIVERY
This standard has no applicable information for this section.
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;Af'f�l tifi)I\ �1
Chlorine Residual Testing
This appendix is �'or in�'ormation only and is not part of AWWA C652.
SECTION A.1: DPD DROP DILl1TION 1VIETHOD
(FOR FIELD TEST)
The N, N-diethyl-p-phenediamine (DPD) drop dilution method of approximating
total residual chlorine is suitable for concentrations above 10 mg/L, such as those
applied in the disinfection of water mains or tanks.
S�c. A.1.1 �.pparatus
1. A graduated cylinder for measuring distilled water.
2. An automatic or safety pipette.
3. 1�vo dropping pipettes that deliver a 1-mL sample in 20 drops. One pipette
is for dispensing the water sample, and the other is for dispeasing the DPD and
buffer solutions. The pipettes should not be interchanged.
4. A comparator kit containing a suitable range of standards.
Sec. A.1.2 Reagents
1. DPD indicator solution. Prepare as prescribed in Starcdard itilethods for the
Examination of �Vater and Wastewater (20 ed.), Section 4500-C1, p. F.2b.
Sec. A.1.3 Procedure
1. Add 10 drops o£ DPD solution and 10 drops of buffer solution (or 20 drops of
combined DPD-buffer solution) to a comparator cell.
2. Fill the comparator cell to the 10-mL mark with distilled water.
3. With a dropping pipette, add the water sample one drop at a time, mix until
a red color is formed that matches one of the color standards.
4. Record the tntal number of drops used and the final chlorine reading
obtained (that is, the c�lorine reading of the matched standard).
5. Calculate the milligrams per liter of free residual chlorine as follows:
m�/L chlurine � readinQ x 200
` Jrops of sample
13
14 AWWA C652-02
�
__ SECTION A.2: HIGH-RANG C HLO RI N E T EST K1T5 ,
�' �
Several manufacturers produce high-range chlorine test kits that are inexpen-
sive eas to use and satisfacto for the recision re uired. '
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APPEND�X B
Chlorine Dosages
This appendix is for information only and is not a part of AWWA C652.
Table B.1 Amounts of chemi�ls required to give various chlorine concentrations in 100,000 gal
(378.5 m of water'
. Calcium
Hydrochlorite
Sodium Hypochlorite Required Required
Desired Chlorine
Concentration
in Water
mg/L
2
10
Chlorine
Required
lb (kg)
1.7 (0.8)
8.3 (3.8)
5 Percent
AvaiIable
Chlorine
gal (L)
3.9 (14.7 )
19.4 (73.4)
10 Percent 15 Percent 65 Percent
Available ?�vailable Available
Chlorine Chlorine Chlorine
gal (L1 gal (L1 !b (hg)
2.0 (7.6) 1.3 (4.9) 2.6 (1.1)
9.9 (37.5) 6.7 (25.4) 12.8 (5.8)
50 42.0 (19.1) 97.0 (367.2) 49.6 (187.8) 33.4 (226.4) 64.0 (29.0)
•Amounts of sodium hypochlorite are based on concencrations of available chlorine by volume. For either sodium hypochlorite or
calcium hypochlorite, e.�cteaded ar improper storage of chemicals may cause a loss of available chlorine.
Table B.2 Amounts of chemicals required to give various chlorine concentracions in 200 mg/L in
various volumes oF water'
Calcium
Hydrochlorite
Sodium Hypo Requir Requi
� Percent 10 Percent 15 Percent 65 Percent
Volume Chlorine Available Available Available Available
of Water Required Chlorine Chlorine Chlorine Chlorine
gal LL) !b (kg) gal (L) gal (LI gal fLJ lb !kg)
10 (37.9) 0.02 (9.1) 0.04 (0.151 0.02 (0.08) 0.02 t0.08� 0.03 (13.6)
50 (189.3) 0.1 (45.4) 0.2 (0.76) 0.1 (0.38) 0.07 (0.261 0.15 f68.0)
100 (375.5) 0.2 (90.7) 0.4 (1.51) 0.2 (0.76) 0.15 (0.�7) 0.3 (136.1)
200 (757.1) 0.4 (181.4) 0.8 (3.03) 0.4 11.51) 0.3 c1.14) 0.6 (272.2)
*Amaunts of sodium hypochlorite aze besed on concentrations of available chlorine by volume. For eicher sodium hypochlorite or
calcium hypochlorite, e.titended or improper storage oichemicals muy cause a loss oCavailable chlorine.
i�
RPPENDIX C
Disposal oF Heavily Chlorin�ted Water
This appendix is for information only and is not a part of AWWA C652.
1. Check with the local sewer department for the conditions of disposal to the
sanitary sewer.
2. Chlorine residual of water being disposed will be neutralized by treatment
with one of the chemicals listed in Table C.1.
Table C.1 Amounts of chemicals required to neutralize various residual chlorine concentrations
in 1 Q0,000 gal (378.5 m of water
Chemical Requir
Residual Chlorine Sulfur Dioxide Sodium Bisulfite Sodium Sulfite Sodium Thiosulfate
Concentration (SO�) (NaHS03) (Na�SOg) (Na�S•,0
mg / L 16 (kg) lb (kg) 16 (kg) lb (kg)
1 0.8 (0.36) 1.2 (0.54) 1.4 (0.64) 1.2 (0.5�)
2 1.7 (0.77) 2.5 (1.13) 2.9 (I.32) 2.4 (1.09)
10 8.3 (3.76) 12.5 (5.67) 14.6 (6.62) 12.0 (5.44)
50 41.7 (18.91) 62.6 (28.39) 73.0 (33.11) 60.0 (27.22)
17
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APPENDIX E
1 RESERVOIR 19 PLANS
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RESERVOIR N�. 19
PROJECT HO. 488• :
STANDPIPE TANK '
REPAiR AND
SEI�MIC. UPGRADE �
BREMERTON, WA
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RESERVOIR. NO. 1�
RROJECT NO: 458 �
STANDPIPE TANK
REPAIR AND
SEISMIC UPGRADE
BREMFRTON, WA
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