HomeMy WebLinkAboutContract Documents CITY OF BREMERTON
MARINE DRIVE
WATER MAIN REPLACEMENT
CONTRACT DOCUMENTS
JUNE 2021
Pre-Bid Conference: Wednesday, June 2, 2021 @ 9:00 A.M. Reference Section Notice Inviting Bids
Bid Opening:
Thursday, June 10, 2021 @ 2:00 P.M. Reference Section Notice Inviting Bids
Contact Person:
Robert Endsley Public Works & Utilities: Engineering Division 345 6th Street, Suite 100 Bremerton, WA 98337
Phone: (360) 473-2348
Email: Robert.Endsley@ci.bremerton.wa.us
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CERTIFICATION OF ENGINEER
The technical material and data contained in these Specifications for the City of Bremerton project titled Marine Drive Watermain Replacement were prepared under the supervision and direction of the undersigned professional engineer licensed to practice as such, whose seals, are affixed below.
___ _____________________ Prepared by Sam W. Lawrence, P.E. Date:
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NOTICE INVITING BIDS
For
MARINE DRIVE WATER MAIN REPLACEMENT
RECEIPT OF BIDS: Sealed bids for the MARINE DRIVE WATER MAIN REPLACEMENT will be accepted by mail or in person by the City Clerk or designated staff on Thursday, June 10, 2021 between 1:00 P.M. and 1:30 P.M., as shown on the wall clock inside the City Clerk’s office, in front of the Norm
Dicks Government Center located at 345 6th St, Suite 100, Bremerton, WA 98337. The Government Center is closed to the public due to the COVID-19 pandemic and bidders will not be allowed in the building.
Prospective bidders are hereby notified that they are solely responsible for ensuring timely delivery of their bid to the City of Bremerton. Bids received after the specified time and date will not be considered. There will NOT be an in-person public bid opening per recommendations by the State of Washington and the
Center for Disease Control.
OPENING OF BIDS: The bids will be publicly opened and read via Zoom on Thursday, June 10, 2021 at 2:00 P.M. The link for the bid opening is located on the City’s website at: https://www.bremertonwa.gov/Bids.aspx
DESCRIPTION OF WORK: The WORK to be completed consists of installation of approximately 5,800 linear feet of Class 52 ductile iron water main in two (2) separate locations along Marine Drive in Bremerton, WA. Fire hydrants, blow-offs, services, and other appurtenances will also be replaced. The existing roadway as shown on the Plans between Rocky Point Road NW and Lower Marine Drive will be planed and overlaid with two (2) inches of HMA; the northern project site will be overlaid with two (2) inches of HMA and both sites will be restored upon completion. and all other WORK identified in the Contract Documents.
COMPLETION OF WORK: The Substantial Completion date is 100-calendar days following the Notice to Proceed.
PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www.e-arc.com) before ordering. Go to http://www.e-arc.com/wa/seattle, then click on the link ‘Enter Public Planroom’. Scroll down the page or search to find and select the project.
PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma: 1(800)
337-8103; FAX (253) 272-4064; E-mail: seattle.id.bidservices@e-arc.com. Please call for availability and fax your request prior to picking up. Will-call option is available at ARC
Tacoma, Seattle, or Bellevue offices. Subcontractors and those needing additional sets or partial sets may be purchased at cost of reproduction (non-refundable) from ARC. Bid sets can be mailed upon request and after receipt of reproduction costs, a non-refundable shipping, and handling fee.
PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents.
BID BOND: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier’s check, or surety bond, payable to the City of Bremerton, in an amount equal to five percent (5%)
of the amount 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. The failure to furnish a
bid deposit of a minimum of five percent (5%) shall make the bid nonresponsive and shall cause the bid to
PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish
satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton. 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. The objective of the pre-bid conference is to acquaint bidders with the Work and answer questions. The pre-bid conference information is below:
Date and Time: Wednesday, June 2, 2021 @ 9:00 A.M. Meeting Location: Via Zoom; a link to this conference will be posted on the City of Bremerton
website at: https://www.bremertonwa.gov/Bids.aspx PROJECT COMMUNICATION: All communications related to the project shall be directed to the City
prior to opening of Bids: Communication by Phone/Email:
Robert Endsley Telephone: (360) 473-2348 Fax: (360) 473-5398
E-mail: Robert.Endsley@ci.bremerton.wa.us Communication by Mail: City of Bremerton Department of Public Works & Utilities ATTN: Robert Endsley 345 6th Street, Suite 100 Bremerton, WA 98337
PUBLIC DISCLOSURE: All Proposals, including attachments and any documentation, submitted to, and accepted by the City in response to this Notice Inviting Bids become the property of the City and are subject
to the disclosure provisions of the Washington Public Records Act. Submittals shall become property of the City and considered public documents under applicable Washington State laws. CONTRACTOR RESPONSIBILTY: It is the responsibility of the Contractor to examine all specifications and conditions contained within the Contract Documents thoroughly and comply fully with all attached terms and conditions. Contractors must adhere to all Federal, State, City, and local laws,
ordinances, and rules, and meet all registration requirements where required for Contractors as set forth in the Revised Code of Washington (RCW) and/or Washington Administrative Code (WAC). COVID-19 COMPLIANCE: As COVID-19 continues to impact Washington State, the City of Bremerton and its contractors will need to continue to take the steps mandated by law to stop and slow the spread of the disease to protect the public. As of the date of these bid documents, Washington State has restrictions, including mandates regarding social distancing and worker protection, that may have an impact on the execution of this project. The bidder understands and acknowledges, by submitting their bid, that their bid
includes project impacts caused by the COVID-19 restrictions current at the time of bid submittal, and that
no adjustments to the contract price will be allowed because of those restrictions. Bidders are solely responsible for educating themselves regarding all such applicable requirements and for taking current
local, state, and federal restrictions into account when preparing their bids. The Contractor must take measures (e.g., social distancing, wearing protective gear, etc.) to ensure the safety and of their workers, City of Bremerton staff, project consultants, agencies, and the public in the immediate vicinity of the project
site as it relates to coronavirus. Bidders shall note the requirement for development and implementation of a Covid-19 operation, prevention, and response plan. Kitsap County is currently in Phase 3 of the Healthy Washington – Roadmap to Recovery phased plan approach for COVID-19 recovery, effective February 24,
2021. The requirements of the Phase 2 Construction COVID-19 Job Site Requirements issued by the Governor’s Office, as part of the previous four-phased approach to reopening Washington state as decreed in Proclamation 20.25, are still in effect and this document has been included as Appendix A of the bid documents for reference but is not an exhaustive list of requirements. Bidders are encouraged to visit www.coronavirus.wa.gov, www.cdc.gov, and wa.gov for the most current information. 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. EQUAL EMPLOYMENT OPPORTUNITY STATEMENT: In the hiring of employees for the
performance of work under this Contract, the Contractor, its subcontractors, or any person acting on behalf of the Contractor shall not discriminate in any employment practice on the basis of age (40+), sex, race, creed, color, national origin, sexual orientation/gender identity, marital status, military status, or the
presence of any physical, mental, or sensory disability. MINORITY AND WOMEN OWNED BUSINESSES: Small, minority, and women owned business
enterprises are encouraged to submit bids. ADA STATEMENT: The City of Bremerton does not discriminate on the basis of disability in programs and activities, which it operates pursuant to the requirements of the Americans with Disabilities Act of 1990, and ADA Amendments Act. This policy extends to both employment and admission to participation in the programs, services, and activities of the City of Bremerton. Reasonable accommodation for employees or applicants for employment will be provided.
The City of Bremerton in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office of the Secretary, Part 21, nondiscrimination in federally assisted programs of the
Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure 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, national origin, or sex in consideration for an award. END OF SECTION
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TABLE OF CONTENTS
INTRODUCTION Cover Page Certificate of Engineer
Notice Inviting Bids Table of Contents
PART 1 – BIDDING REQUIREMENTS AND CONTRACT FORMS Bidder’s Checklist BC – 1 to BC – 2
Bid Forms BF – 1 to BF – 20 Agreement A – 1 to A – 12
PART II – SPECIAL PROVISIONS Division 1 – General Requirements Division 2 – Earthwork Division 3 – Aggregate Production and Acceptance Division 4 – Bases Division 5 – Surface Treatments and Pavements Division 6 – Structures Division 7 – Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits Division 8 – Miscellaneous Construction Division 9 - Materials
APPENDICES
Appendix A – Phase 2 Construction COVID-19 Job Site Requirements Appendix B – Construction Forms Appendix C – City of Bremerton and WSDOT Standard Details
Appendix D – Prevailing Wage Rates Appendix E – Pothole Information Appendix F – Existing Easements
Appendix G – Construction Drawings
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PART 1
BIDDING REQUIREMENTS AND CONTRACT FORMS
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BC - 1
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CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BC - 2
BIDDER’S CHECKLIST
BIDDER’S CHECKLIST This section lists the contract forms required for this project. The bidder’s attention is especially directed to the bid forms that must be executed in full as required and submitted with the 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 the bid, no later than the designated bid closing date and time unless noted otherwise. Bids that do not include all the required forms, properly completed, may be declared unresponsive.
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 unless bid is accompanied by a certified check. The amount of this check or bond shall be not less than five percent (5%) of the total amount bid and may be shown in dollars or on a percentage basis.) e. List of Subcontractors (Submit with bid or within 24-horus of bid opening) f. Information Required of Bidder
g. Project References and General Information (This information must be submitted within 24-hours of the bid opening.)
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 Opportunity Plan j. Certification Regarding Suspension, Debarment, Ineligibility of Voluntary Exclusion
k. Certification of Non-segregated Facilities l. Certification of Compliance with Wage Payment Statutes DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms shall be executed after the contract is awarded. Unless noted otherwise, these forms must be filled out and submitted within thirty (30) calendar days after the date of Notice of Award of
Contract. a. Contract
b. Contract Certificate
c. Performance Bond (Bond is for 100% of the Contract Amount) d. Payment Bond (Bond is for 100% of the Contract Amount)
e. Insurance Certificates
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BC - 3
DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT
The following forms are to be executed after issuance of Notice to Proceed and submitted prior to first payment request.
a. Statement of Intent to Pay Prevailing Wages This is a form from Dept. of Labor and Industries. Note: Certified Payroll shall be submitted weekly to document wages paid.
b. Certificate of Debarment for subcontractors DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT The following forms shall be executed and submitted prior to final payment and release of retainage. a. Affidavit of Wages Paid This is a form from Dept. of Labor and Industries.
b. Acceptance of Compensation and Release of All Claims (See Appendix B)
END OF SECTION
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 1
BID FORMS
ACKNOWLEDGEMENT OF BID AND ADDENDA BID TO: CITY OF BREMERTON, PUBLIC WORKS AND UTILITIES - ENGINEERING DIVISION 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 perform the WORK as specified or indicated in said Contract Documents entitled “MARINE DRIVE WATER MAIN 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 furnish the Insurance Certificates, Payment Bond, and Performance Bond required by the Contract Documents.
4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged). Failure to acknowledge addenda shall render the bid non-responsive and shall be cause for its rejection. Addenda Number: Date:
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 investigations as Bidder deems necessary.
To all 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: Bidder: (Company Name)
By: Title: (Signature)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 2
BID CERTIFICATE (if Corporation)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Board of Directors of the
a corporation existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as President of the Corporation, be and is hereby authorized to
execute the Bid dated , 2021, to the City of Bremerton by this corporation 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 2021. Secretary
(SEAL)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 3
BID CERTIFICATE (if Partnership)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Partners of the
a partnership existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership, be and is hereby authorized to
execute the Bid dated , 2021, to the City of Bremerton by this partnership 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 , 2021. Partner
(SEAL)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 4
BID CERTIFICATE (if Joint Venture)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Principals of the
a joint venture existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture,
be and is hereby authorized to execute the Bid dated , 2021, to the City of Bremerton by this joint venture 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 , 2021. Managing Partner
(SEAL)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 5
BID CERTIFICATE (if Limited Liability Company)
STATE OF ) ) SS: COUNTY OF )
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 , 2021, 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 , 2021, 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 Liability 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 , 2021.
A Limited Liability Company
By:
Member
By: Member (SEAL)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 6
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CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 7
BID SCHEDULE Following is the Bid Schedule for construction of the MARINE DRIVE WATER MAIN
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 Rule 170 applies to this project. Bids will be evaluated on the basis of the TOTAL BID AMOUNT.
Bid Proposal Form
ITEM APPROX.ITEM WITH UNIT PRICED BID UNIT PRICE TOTAL ITEM PRICE
NO.QUANTITY Dollars Cts.Dollars Cts.
100 1 1-04
EQ. ADJ.
101 1 1-05
LS
102 1 1-05
LS
103 1 1-07
LS
104 1 1-09
LS
105 1 1-10
LS
106 45 1-10
Day
107 5 2-01
EA
108 1 2-02
LS
109 7,125 2-02
SY
110 16 2-02
EA
111 147 2-02
SY
112 31 2-02
LF
113 1 2-09
LS
114 2 2-09
CY
115 410 4-04
TN
116 864 4-04
TN
117 857 4-04
TN
118 730 5-04
SY
119 288 5-04
TN
120 451 5-04
TN
Crushed Surfacing Top Course , per Ton $$
Crushed Surfacing Top Course For Trench Patch, per
Ton $$
$
Crushed Surfacing Base Course , per Ton $$
Cold Mix, per Ton
Commecial HMA for Trench Patch, per Ton $
$
$
SCHEDULE OF PRICES
ALL ENTRIES SHALL BE WRITTEN IN INK OR TYPED TO VALIDATE BID
(Note: Unit prices for all items, all extensions, and total amount of bid must be shown.
Record Drawings, (Min. Bid $2000), per Lump Sum
Construction Surveying, per Lump Sum
Minor Change and Force Account, per Equity
Adjustment
Marine Drive Water Replacement
Planing Bituminous Pavement, per Square Yard
SPCC Plan (Min. Bid $1000), per Lump Sum
$
$
Mobilization, per Lump Sum LUMP SUM $
Project Temporary Traffic Control, per Lump Sum LUMP SUM $
Portable Changeable Message Sign, per Day $$
Tree Removal, per Each
Removal of Structures and Obstructions, per Lump
Sum LUMP SUM $
$
$$
$
$100,000.00
$
$
Cement Conc. Pavement Removal, per Square Yard $$
Curb Removal, per Linear Foot $$
Shoring or Extra Excavation Class B, per Lump Sum LUMP SUM $
Controlled Density Fill, per Cubic Yard
Asphalt Conc. Pavement Removal, per Square Yard $$
Potholing, per Each $$
$
LUMP SUM
$100,000.00
LUMP SUM
LUMP SUM
City of Bremerton
Marine Drive Water
Main Replacement
FIRM NAME_________________________
BF-8
Bid Proposal Form
ITEM APPROX.ITEM WITH UNIT PRICED BID UNIT PRICE TOTAL ITEM PRICE
NO.QUANTITY Dollars Cts.Dollars Cts.
121 1,630 5-04
TN
122 50 5-04
SY
123 1,720 7-08
LF
124 4,015 7-08
LF
125 130 7-08
CY
126 5,368 7-09
LF
127 507 7-09
LF
128 7 7-09
EA
129 1.00 7-09
LS
130 1 7-12
EA
131 17 7-12
EA
132 4 7-12
EA
133 2 7-09
EA
134 8 7-14
EA
135 40 7-15
EA
136 92 7-15
EA
137 3 7-15
EA
138 1 8-01
LS
139 2,000 8-01
LF
140 200 8-01
LF
141 10 8-01
EA
142 128 8-02
CY
143 23 8-02
CY
144 297 8-02
SY
145 180 8-02
SY
Wattles, per Linear Foot $$
Inlet Protection, per Each $$
Topsoil Type A, per Cubic Yard $$
Bark or Wood Chip Mulch, per Cubic Yard $$
Seeding, Fertilizing and Mulching, per Square Yard $$
Sod Installation, per Square Yard $$
Hydrant Assembly, per Each $$
Water Service Connection with Adjustments, per Each $$
Water Service Connection, per Each $$
Private Service Connection Marine Dr Pl Driveway,
per Each $$
Erosion Control and Water Pollution Prevention, per
Lump Sum LUMP SUM $
Silt Fence, per Linear Foot $$
$
Remove/Abandon Existing Water System, per Lump
Sum LUMP SUM $
Gate Valve 4 In., per Each $$
Gate Valve 8 In. , per Each $$
Comb. Air Release/Air Vacuum Valve Assembly, per
Each $$
Blow off Assembly, per Each $$
Pavement Subgrade Repair, per Square Yard $$
Import Trench Backfill - Water Main, per Linear Foot $$
Native Trench Backfill - Water Main, per Linear Foot $$
Unsuitable Pipe Foundation Excavation Incl. Haul., per
Cubic Yard
HMA CL 1/2 In. Pg 58H-22, per Ton $
CL 52 Ductile Iron Pipe for Water Main 8 In. Diam.,
per Linear Foot $$
CL 52 Ductile Iron Pipe for Water Main 4 In. Diam.,
per Linear Foot $$
Connection to Existing Water Main, per Each $
$
$$
City of Bremerton
Marine Drive Water
Main Replacement
FIRM NAME_________________________
BF-9
Bid Proposal Form
ITEM APPROX.ITEM WITH UNIT PRICED BID UNIT PRICE TOTAL ITEM PRICE
NO.QUANTITY Dollars Cts.Dollars Cts.
146 1 8-02
LS
147 31 8-04
LF
148 99 8-06
SY
149 2 8-09
HUND
150 10 8-09
HUND
151 2 8-18
EA
152 5 8-18
EA
153 1 8-21
LS
154 112 8-22
SF
155 14,003 8-22
LF
Subtotal=
WSST (9.0%)=
TOTAL BID=
Mailbox Type 2, per Each $$
Permanent Signing, per Lump Sum LUMP SUM $
Plastic Crosswalk Line, per Square Foot $$
Paint Line, per Linear Foot $$
Remove and Reinstall Landscaping, per Lump Sum LUMP SUM $
Cement Conc. Traffic Curb and Gutter, per Linear Foot $$
Cement Conc. Driveway Approach, 3-Day Mix, per
Square Yard $$
Raised Pavement Marker Type 1, per Hundred $$
Raised Pavement Marker Type 2, per Hundred $$
Mailbox Type 1, per Each $$
City of Bremerton
Marine Drive Water
Main Replacement
FIRM NAME_________________________
BF-10
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 11
BID BOND KNOW ALL MEN BY THESE PRESENTS,
That as Principal, and
as Surety, are held and firmly bound unto City of Bremerton hereinafter called "OWNER," in the sum of
dollars, (not less than five percent (5%) of the total amount of the Bid)
for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, 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 Documents entitled MARINE DRIVE WATERMAIN 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 Certificates 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 30-calendar days from written demand from the OWNER, pay to the OWNER in U.S. funds, by certified or cashier’s check, the full amount of this Bid Bond. This Bond shall be irrevocable for 90-days after the bid opening, as
defined in the Contract Documents. 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
attorney's fees and costs to be fixed by the court. SIGNED AND SEALED, this day of , 2021 (SEAL) (SEAL) (Principal) (Surety)
By: By: (Signature) (Signature)
(SEAL AND NOTARIAL ACKNOWLEDGMENT OF SURETY)
Address of Surety to which all notices shall be sent:
Address for Service of Process (must be a physical address):
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 12
LIST OF SUBCONTRACTORS The Bidder shall provide the following information for each Subcontractor who will perform work or labor
or render service to the CONTRACTOR in or about the construction of the work or improvement in an amount in excess of 10 percent of the CONTRACTOR's total bid. “Rendering service” includes a subcontractor that specially fabricates and installs a portion of the work or improvement. The Bidder agrees
to submit the list of Subcontractors as part of the Bid or within 24-hours of the 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 Subcontractor 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. Failure to comply with this requirement may render the Bid non-responsive and may cause its rejection. Attach additional sheets if required.
SUBCONTRACTOR #1
Company Name:
Subcontractor License #:
Work to be Performed:
Address:
Phone Number:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #2
Company Name:
Subcontractor License #:
Work to be Performed:
Address:
Phone Number:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #3
Company Name:
Subcontractor License #:
Work to be Performed:
Address:
Phone Number:
Bid Amount and % of Total Bid:
SUBCONTRACTOR #4
Company Name:
Subcontractor License #:
Work to be Performed:
Address:
Phone Number:
Bid Amount and % of Total Bid:
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 13
INFORMATION REQUIRED OF BIDDER The Bidder shall furnish the following information. Additional sheets shall be attached as required. Failure
to complete these items may cause the Bid to be non-responsive and may cause its rejection. In any event, no award will be made until all of the Bidder’s General Information is delivered to the OWNER.
Contractor Name:
Primary Classification: Address:
Telephone: Fax Number: E-mail Address: Name and contact information for proposed Project Manager:
Employment Security Department Number:
Washington Industrial Insurance Number:
Washington State Unified Business Identification (UBI) Number: Washington State Excise Tax Registration Number:
Washington State Contractor's Registration Number and Expiration Date: City of Bremerton Business License Number: *If not available, must be obtained prior to issuance of Notice to Proceed Name, address, and telephone number of Surety Company and Agent who will provide the required bonds this Contract:
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 14
PROJECT REFERENCES & GENERAL INFORMATION To be considered for award, the CONTRACTOR shall have completed at least three (3) projects of similar
type, complexity, and comparable value to that WORK described in Notice Inviting Bids. ATTACH TO THIS BID or provide within 24-hours of the Bid Opening, a list of three (3) projects minimum, completed by the CONTRACTOR, that are similar to the MARINE DRIVE WATER MAIN REPLACEMENT in
nature, value, and complexity of work. The projects must have been completed under the bidder’s name as the prime (general) contractor within the last ten (10) years. The list shall include the following information as a minimum:
• 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.
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 15
NON-COLLUSION AFFIDAVIT STATE OF )
) SS: COUNTY OF )
, being first duly sworn, 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 effectuate a collusive or sham bid. Signed:
Subscribed and sworn to before me this day of , 2021
Notary Public in and for the County of
State of
(SEAL)
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 16
CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY PLAN
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
Address
Internal Revenue Service Employer Identification No.
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/subcontract. c. Contractor has filed all compliance reports required by Yes____ No____ Executive Orders 10925, 11114, 11246, or by regulations of the Equal Opportunity Commission issued pursuant to Title VII of the Civil Rights Act of 1964.
c. If answer to item 'c' is "no", please explain in detail in the space below.
CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief.
Company Name
Name and Title of Signer (Please type or print clearly)
Signature Date
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 17
CERTIFICATION REGARDING SUSPENSION, DEBARMENT, INELIGIBILITY OF VOLUNTARY EXCLUSION
INSTRUCTIONS TO BIDDERS: THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND SUBMITTED WITH THE BID.
THE CONTRACTOR SHALL MAKE COPIES AND DISTRIBUTE THIS FORM TO ALL SUBCONTRACTORS. SUBCONTRACTORS MUST SUBMIT THIS FORM TO THE CITY PRIOR TO PERFORMING ANY WORK ON THE PROJECT.
As a prospective contractor for the City of Bremerton and as a requirement of your submittal, you are required to provide debarment/suspension certification indicating that you are in compliance with the below
Federal Executive Order. Debarment: Federal Executive Order (E.O.) 12549 “Debarment and Suspension“ requires that all contractors receiving individual awards or using federal funds, and all sub-recipients certify that the organization and its principals are not debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Government or from receiving Federally-assisted contracts. Your signature certifies that neither you nor your principal is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. If, at any time during the term of the contract, such condition occurs the Contractor
will notify the City without delay. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the best of my knowledge and belief.
Company Name
Name and Title of Signer (Please type or print clearly) Signature Date
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 18
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/she does not maintain or provide for his/her
employees any segregated facilities at any of his/her establishments, and that he/she does not permit his/her employees to perform their services at any location, under his/her control, where segregated facilities are maintained. The federally assisted construction contractor certified, further that he/she will not maintain or
provide for his/her employees any segregated facilities at any of his/her establishments, and that he/she will not permit his employees to perform their services at any location, under his/her 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/she has obtained identical certifications from proposed contractors for specific time periods) he/she will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he/she will retain such, certification in this file. CERTIFICATION: I, the undersigned, certify that the information above is true and complete to the
best of my knowledge and belief.
Company Name
Name and Title of Signer (Please type or print clearly) Signature Date
CITY OF BREMERTON JUNE 2021 MARINE DRIVE WATER MAIN REPLACEMENT BF - 19
CERTIFICATION OF COMPLIANCE WITH WAGE PAYEMENT STATUTES The undersigned bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date for this Project, that the bidder is not a “willful” violator, as defined in RCW 49.48.082, of
any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction.
“I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct.”
Signature:
Date:
Print Name and Title:
Location or Place executed: (City, State)
Check One:
Individual ☐ Partnership ☐ Joint Venture ☐ Corporation ☐ State of Incorporation, or if not a corporation, State where business entity was formed:
If a co-partnership, give firm name under which business is transacted:
Note: If a corporation, proposal must be executed in the corporate name by the president or vice-
president (or any other corporate officer accompanied by evidence of authority to sign). If a co-partnership, proposal must be executed by a partner.
END OF SECTION
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CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 1
AGREEMENT
THIS AGREEMENT is dated the day of in the year 2021 by and between City of Bremerton (hereinafter called CITY) and
(hereinafter called CONTRACTOR). CITY 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 CITY's Contract Documents entitled MARINE DRIVE WATER MAIN REPLACEMENT. ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion within 100-calendar days from the commencement date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this
agreement. This provision has been specifically negotiated. ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY 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 Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages in the amount of $2000 per day after the date of Substantial Completion.
ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided in Section 1-07.2 of
the Special Provisions. ARTICLE 5. PAYMENT PROCEDURES.
CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENGINEER as provided in the Special Provisions.
Contractor Initials
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 2
ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR concerning the WORK consist of this Contract and the following which are either attached or incorporated herein by reference:
• Notice Inviting Bids,
• Bidders Checklist,
• Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits,
• Performance Bond,
• Payment Bond,
• Standard Specifications,
• Appendices,
• Special Provisions,
• Contract Plans,
• Addenda numbers _____ to _____, 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 Section 1-04.4 of the Standard Specifications which may be modified by the Special Provisions.
ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY 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. To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their
consultants, sub consultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, 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 CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the contract.
Contractor Initial
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 3
ARTICLE 8. 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 CITY, 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 CITY may condition its approval to the extent it deems necessary
to assure that there will be adequate funds to complete the WORK and to pay subcontractors and suppliers. CITY 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.
IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written. CITY: City of Bremerton CONTRACTOR
(Signature) (Signature)
By By (Printed name) (Printed name) [CORPORATE SEAL]
Attest Attest
Address for giving notices Address for giving notices License No. Approved as to Form:
(Signature) Agent for service of process:
City Attorney (Title)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 4
AGREEMENT CERTIFICATE (if Corporation)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Board of Directors of the
a corporation existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as President
of the Corporation, be and is hereby authorized to execute the CONTRACT dated , 2021, 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 , 2021.
Secretary
(SEAL)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 5
AGREEMENT CERTIFICATE (if Partnership)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Partners of the
a partnership existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Partnership,
be and is hereby authorized to execute the CONTRACT dated , 2021, 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 , 2021.
Partner
(SEAL)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 6
AGREEMENT CERTIFICATE (if Joint Venture)
STATE OF ) ) SS: COUNTY OF )
I HEREBY CERTIFY that a meeting of the Principals of the
a joint venture existing under the laws of the State of , held on
, 2021, the following resolution was duly passed and adopted: "RESOLVED, that , as of the Joint Venture,
be and is hereby authorized to execute the CONTRACT dated , 2021, by and between 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 ,2021.
Managing Partner
(SEAL)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 7
AGREEMENT CERTIFICATE (if Limited Liability Company)
STATE OF ) ) SS: COUNTY OF )
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
, 2021, 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 CONTRACT dated , 2021, 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 Liability 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 , 2021. A Limited Liability Company
By: Member
By: Member
(SEAL)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 8
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CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 9
PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS,
That as CONTRACTOR,
and 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, jointly 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, MARINE DRIVE WATER MAIN REPLACEMENT”; now, therefore, In the event CONTRACTOR fails to timely or properly perform any of the requirements of the Contract
Documents at the times and in the manner contained 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 construct 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 thirty (30) calendar days of receiving notice 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 Surety 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 less than the amount tendered, the OWNER will
return, without interest, any overpayment to the Surety. 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 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.
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 10
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, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this Bond.
The CONTRACTOR hereby agrees that the CONTRACTOR’S obligation to perform the required work is not limited to the amount of funds held by the Surety. This bond is irrevocable and cannot be canceled by the 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 City, and until the bond is released in writing by the OWNER at the written request of the
Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this ,
day of , 2021.
(SEAL) (SEAL) (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)
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 11
PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS,
That as CONTRACTOR,
And 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, jointly 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 CONTRACT with said OWNER to perform the WORK as specified or indicated in the Contract Documents entitled “CITY OF BREMERTON, MARINE DRIVE WATER MAIN 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 CONTRACT 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.
CITY OF BREMERTON JUNE 2021
MARINE DRIVE WATER MAIN REPLACEMENT A - 12
IN WITNESS WHEREOF, we have hereunder set our hands and seals this , day of , 2021.
(SEAL) (SEAL)
(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)
END OF SECTION
PART II
SPECIAL PROVISIONS
CITY OF BREMERTON
MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102
SPECIAL PROVISIONS JUNE 2021 i
Contents
INTRODUCTION TO THE SPECIAL PROVISIONS ................................................................................ 1
DIVISION 1 GENERAL REQUIREMENTS .............................................................................................. 3
1-01.3 Definitions ...................................................................................................................... 3
1-02 BID PROCEDURES AND CONDITIONS ...................................................................................... 6
1-02.1 Prequalification of Bidders .............................................................................................. 6
1-02.1 Qualifications of Bidder .................................................................................................. 6
1-02.1(1) Supplemental Qualifications Criteria .............................................................................. 6
1-02.2 Plans and Specifications .................................................................................................. 6
1-02.3 Estimated Quantities ........................................................................................................ 7
1-02.4 Examination of Plans, Specifications, and Site of Work ................................................. 7
1-02.4(1) General ............................................................................................................................ 7
1-02.5 Proposal Forms ................................................................................................................ 7
1-02.6 Preparation of Proposal ................................................................................................... 8
1-02.7 Bid Deposit ...................................................................................................................... 8
1-02.9 Delivery of Proposal ........................................................................................................ 9
1-02.10 Withdrawing, Revising, or Supplementing Proposal ..................................................... 9
1-02.13 Irregular Proposals .......................................................................................................... 9
1-02.14 Disqualification of Bidders ........................................................................................... 10
1-02.15 Pre-Award Information ................................................................................................. 13
1-02.16 Addenda and Interpretations of Documents .................................................................. 13
1-02.17 Compliance with RCW 35.22.650 ................................................................................. 13
1-03 AWARD AND EXECUTION OF CONTRACT ........................................................................... 14
1-03.1 Consideration of Bids .................................................................................................... 14
1-03.3 Execution of Contract .................................................................................................... 14
1-03.4 Contract Bond ................................................................................................................ 14
1-03.7 Judicial Review.............................................................................................................. 15
1-04 SCOPE OF THE WORK ................................................................................................................ 15
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and
Addenda ....................................................................................................................................... 15
1-04.4 Changes ......................................................................................................................... 16
1-04.4(1) Minor Changes and Force Account ............................................................................... 16
1-04.6 Variation in Estimated Quantities .................................................................................. 17
1-04.11 Final Cleanup ................................................................................................................. 17
1-05 CONTROL OF WORK .................................................................................................................. 18
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 ii
1-04.4 Changes ......................................................................................................................... 16
1-04.4(1) Minor Changes and Force Account ............................................................................... 16
1-04.6 Variation in Estimated Quantities .................................................................................. 17
1-04.11 Final Cleanup ................................................................................................................. 17
1-05 CONTROL OF WORK .................................................................................................................. 18
1-05.2 Authority of Assistants and Inspectors .......................................................................... 18
1-05.4 Conformity With and Deviations from Plans and Stakes .............................................. 18
1-05.7 Removal of Defective and Unauthorized Work ............................................................ 20
1-05.8 Submittals ...................................................................................................................... 21
1-05.8(1) General .......................................................................................................................... 21
1-05.8(2) Contractor’s Responsibilities ......................................................................................... 21
1-05.8(3) Request for Substitution or Deviation ........................................................................... 22
1-05.8(4) Categories of Submittals ................................................................................................ 23
1-05.8(5) Submittal Transmittal Procedure ................................................................................... 24
1-05.8(6) Submittal Review Procedure ......................................................................................... 24
1-05.8(7) Effect of Review of Contractor’s Submittals ................................................................. 25
1-05.8(7) Required Submittals ...................................................................................................... 25
1-05.8(7)A Submittals for the Pre-construction Conference ............................................................ 25
1-05.8(7)B Construction Submittals ................................................................................................ 26
1-05.8(7)C Additional Administrative Submittals ........................................................................... 26
1-05.8(7)D Technical Submittals (Shop Drawings) ......................................................................... 27
1-05.11 Final Inspection ............................................................................................................. 27
1-05.11 Final Inspections and Operational Testing .................................................................... 27
1-05.11(1) Substantial Completion Date ......................................................................................... 27
1-05.11(2) Final Completion and Acceptance ................................................................................. 28
1-05.11(3) Operational Testing ...................................................................................................... 28
1-05.12 Final Acceptance ........................................................................................................... 29
1-05.12(1) One-Year Guarantee Period ........................................................................................... 29
1-05.13 Superintendents, Labor and Equipment of Contractor .................................................. 29
1-05.14 Other Contracts or Other Work ..................................................................................... 29
1-05.15 Method of Serving Notices ............................................................................................ 30
1-05.16 Water, Sanitary Facilities, and Power............................................................................ 30
1-05.17 Oral Agreements ............................................................................................................ 31
1-05.18 Record Drawings ........................................................................................................... 31
1-05.19 Preconstruction Photographs ......................................................................................... 32
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 iii
1-06 CONTROL OF MATERIAL .......................................................................................................... 32
1-06.1 Approval of Materials Prior to Use ............................................................................... 32
1-06.4 Handling and Storing of Materials ................................................................................ 32
1-06.6 Recycled Materials ........................................................................................................ 33
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ........................................ 33
1-07.1 Laws to be Observed ..................................................................................................... 33
1-07.2 State Taxes ..................................................................................................................... 34
1-07.2 State Sales Tax............................................................................................................... 34
1-07.2(1) State Sales Tax — Rule 171 .......................................................................................... 35
1-07.2(2) State Sales Tax — Rule 170 .......................................................................................... 35
1-07.2(3) Services .......................................................................................................................... 35
1-07.4 Sanitation ....................................................................................................................... 36
1-07.4(2) Health Hazards .............................................................................................................. 36
1-07.6 Permits and Licenses ..................................................................................................... 36
1-07.7 Load Limits ................................................................................................................... 36
1-07.9 Wages ............................................................................................................................ 37
1-07.9(5) Required Documents ..................................................................................................... 37
1-07.13 Contractor’s Responsibility for Work ........................................................................... 38
1-07.13(1) General .......................................................................................................................... 38
1-07.13(4) Repair of Damage .......................................................................................................... 38
1-07.16 Protection and Restoration of Property ......................................................................... 38
1-07.16(1) Private/Public Property .................................................................................................. 38
1-07.16(2) Vegetation Protection and Restoration .......................................................................... 39
1-07.16 (6) Public Notification Prior to Work ................................................................................. 40
1-07.17 Utilities and Similar Facilities ....................................................................................... 40
1-07.17A Contractor’s Responsibility for Utility Properties and Services .................................... 42
1-07.18 Public Liability and Property Damage Insurance .......................................................... 43
1-07.18 Insurance ........................................................................................................................ 43
1-07.18(1) General Requirements ................................................................................................... 43
1-07.18(2) Additional Insured ......................................................................................................... 44
1-07.18(3) Subcontractors ............................................................................................................... 44
1-07.18(4) Evidence of Insurance ................................................................................................... 44
1-07.18(5) Coverages and Limits .................................................................................................... 45
1-07.18(5)A Commercial General Liability ....................................................................................... 45
1-07.18(5)B Automobile Liability ..................................................................................................... 46
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1-07.18(5)C Workers’ Compensation ................................................................................................ 46
1-07.18(5)D Excess or Umbrella Liability ......................................................................................... 46
1-07.18(5)E Pollution Liability .......................................................................................................... 46
1-07.23 Public Convenience and Safety ..................................................................................... 47
1-07.23(1) Construction Under Traffic ........................................................................................... 47
1-07.24 Rights of Way ................................................................................................................ 52
1-07.24(1) Easements ...................................................................................................................... 52
1-07.24(1)A Existing Easements ........................................................................................................ 53
1-07.24(1)B Easements in Process ..................................................................................................... 53
1-08 PROSECUTION AND PROGRESS .............................................................................................. 54
1-08.0 Preliminary Matters ....................................................................................................... 54
1-08.0(1) Preconstruction Conference ........................................................................................... 54
1-08.0(2) Hours of Work ............................................................................................................... 54
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ...................... 55
1-08.0(4) Weekly Construction Meetings ..................................................................................... 56
1-08.1 Subcontracting ............................................................................................................... 56
1-08.3 Progress Schedule .......................................................................................................... 56
1-08.3(1) General Requirements ................................................................................................... 56
1-08.3(2) Progress Schedule Types ............................................................................................... 56
1-08.3(2)A Type A Progress Schedule ............................................................................................. 56
1-08.4 Prosecution of Work ...................................................................................................... 57
1-08.4 Notice to Proceed, Prosecution of Work, and Special Constraints and Sequencing ..... 57
1-08.4(1) Water System Constraints & Requirements for Water Main Construction and Construction Sequence Plan ................................................................................................................... 58
1-08.4(2) Paving Constraints ......................................................................................................... 58
1-08.5 Time for Completion ..................................................................................................... 59
1-08.9 Liquidated Damages ...................................................................................................... 60
1-09 MEASUREMENT AND PAYMENT ............................................................................................ 60
1-09.1 Measurement of Quantities ............................................................................................ 60
1-09.1(1) Quantity Reporting Requirements ................................................................................. 60
1-09.2 Weighing Equipment ..................................................................................................... 61
1-09.2(1) General Requirements for Weighing Equipment .......................................................... 61
1-09.2(5) Measurement ................................................................................................................. 61
1-09.6 Force Account................................................................................................................ 61
1-09.6(1) Force Account Reporting Requirements ....................................................................... 62
1-09.8 Payment for Material on Hand ...................................................................................... 62
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1-09.9 Payments ........................................................................................................................ 63
1-09.11 Disputes and Claims ...................................................................................................... 63
1-09.11(3) Time Limitation and Jurisdiction .................................................................................. 64
1-09.13 Claims Resolution.......................................................................................................... 64
1-09.13(3) Claims $250,000 or less ................................................................................................. 64
1-09.13(3) Claims of Any Value ..................................................................................................... 64
1-09.13(3)A Administration of Arbitration ........................................................................................ 64
1-09.13(4) Claims in Excess of $250,000 ....................................................................................... 64
1-10 TEMPORARY TRAFFIC CONTROL ........................................................................................... 64
1-10.2 Traffic Control Management ......................................................................................... 64 1-10.2(1) General .......................................................................................................................... 64
1-10.2(2) Traffic Control Plans ..................................................................................................... 65
1-10.3 Traffic Control Labor, Procedures, and Devices ........................................................... 65
1-10.3(3) Traffic Control Devices ................................................................................................. 65
1-10.3(3)A Construction Signs ......................................................................................................... 66
1-10.3(3)L Parking Restriction Signs .............................................................................................. 67
1-10.4 Measurement ................................................................................................................. 68
1-10.5 Payment ......................................................................................................................... 68
1-10.5(1) Lump Sum Bid for Project (No Unit Items) .................................................................. 68
DIVISION 2 EARTHWORK ..................................................................................................................... 70
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP .......................................................... 70
2-01.1 Description .................................................................................................................... 70
2-01.2 Disposal of Usable Material and Debris ........................................................................ 70
2-01.3 Construction Requirements ........................................................................................... 70
2-01.3(1) Clearing ......................................................................................................................... 70
2-01.3(2) Grubbing ........................................................................................................................ 70
2-01.3(3) Tree Removal and Protection ........................................................................................ 71
2-01.3(4) Roadside Cleanup .......................................................................................................... 71
2-01.3(4) Cleanup and Restoration ................................................................................................ 71
2-01.4 Measurement ................................................................................................................. 71
2-01.5 Payment ......................................................................................................................... 72
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........................................................... 72
2-02.1 Description .................................................................................................................... 72
2-02.3 Construction Requirements ........................................................................................... 73
2-02.3(3) Removal of Pavement, Sidewalks, Curbs & Gutters ..................................................... 73
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2-02.3(4) Pothole Existing Utility ................................................................................................. 74
2-02.4 Measurement ................................................................................................................. 74
2-02.5 Payment ......................................................................................................................... 75
2-03 ROADWAY EXCAVATION AND EMBANKMENT ................................................................. 76
2-03.1 Description .................................................................................................................... 76
2-03.3 Construction Requirements ........................................................................................... 76
2-03.3(7) Disposal of Surplus Material ......................................................................................... 76
2-03.4 Measurement ................................................................................................................. 76
2-03.5 Payment ......................................................................................................................... 76
2-04 HAUL ............................................................................................................................................. 76
2-04.2 Hauling on Other Than State Highways ........................................................................ 76
2-04.5 Payment ......................................................................................................................... 77
2-06 SUBGRADE PREPARATION ....................................................................................................... 77
2-06.3 Construction Requirements ........................................................................................... 77
2-06.3(1) Subgrade for Surfacing .................................................................................................. 77
2-06.5 Measurement and Payment ............................................................................................ 77
2-07 WATERING ................................................................................................................................... 77
2-07.3 Construction Requirements ........................................................................................... 77
2-07.5 Payment ......................................................................................................................... 78
2-09 STRUCTURE EXCAVATION ...................................................................................................... 78
2-09.1 Description .................................................................................................................... 78
2-09.3 Construction Requirements ........................................................................................... 78
2-09.3(1) General Requirements ................................................................................................... 78
2-09.3(1)D Disposal of Excavated Material ..................................................................................... 78
2-09.3(1)G Trench Dewatering ........................................................................................................ 78
2-09.3(4) Construction Requirements, Structure Excavation, Class B .......................................... 79
2-09.4 Measurement ................................................................................................................. 79
2-09.5 Payment ......................................................................................................................... 79
2-11 TRIMMING AND CLEANUP ....................................................................................................... 80
2-11.1 Description .................................................................................................................... 80
2-11.3 Construction Requirements ........................................................................................... 80
2-11.3(1) Routine Cleaning ........................................................................................................... 80
2-11.3(2) Final Cleaning................................................................................................................ 80
2-11.4 Measurement ................................................................................................................. 81
DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE ....................................................... 82
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3-01 PRODUCTION FROM QUARRY AND PIT SITES .................................................................... 82
3-01.4 Contractor Furnished Material Sources ......................................................................... 82
3-01.6 Payment ......................................................................................................................... 82
DIVISION 4 BASES .................................................................................................................................. 83
4-04 BALLAST AND CRUSHED SURFACING .................................................................................. 83
4-04.4 Measurement ................................................................................................................. 83
4-04.5 Payment ......................................................................................................................... 83
DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ............................................................... 85
5-04 Hot Mix Asphalt ............................................................................................................................. 85
5-04.1 Description .................................................................................................................... 85
5-04.2 Materials ........................................................................................................................ 85
5-04.2(1) How to Get an HMA Mix Design on the QPL .............................................................. 86
5-04.2(1)A Vacant ............................................................................................................................ 86
5-04.2(2) Mix Design – Obtaining Project Approval .................................................................... 86
5-04.2(2)B Using Warm Mix Asphalt Processes ............................................................................. 87
5-04.3 Construction Requirements ........................................................................................... 87
5-04.3(1) Weather Limitations ...................................................................................................... 87
5-04.3(2) Paving Under Traffic ..................................................................................................... 88
5-04.3(3) Equipment ...................................................................................................................... 88
5-04.3(3)A Mixing Plant .................................................................................................................. 88
5-04.3(3)B Hauling Equipment ........................................................................................................ 89
5-04.3(3)C Pavers ............................................................................................................................ 89
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle ................................................ 90
5-04.3(3)E Rollers ............................................................................................................................ 91
5-04.3(4) Preparation of Existing Paved Surfaces ......................................................................... 91
5-04.3(4)A Crack Sealing ................................................................................................................. 92
5-04.3(4)A1 General .......................................................................................................................... 92
5-04.3(4)A2 Crack Sealing Areas Prior to Paving ............................................................................. 92
5-04.3(4)A3 Crack Sealing Areas Not to be Paved ............................................................................ 93
5-04.3(4)B Vacant ............................................................................................................................ 93
5-04.3(4)C Pavement Repair ............................................................................................................ 93
5-04.3(5) Producing/Stockpiling Aggregates and RAP ................................................................. 93
5-04.3(5)A Vacant ............................................................................................................................ 94
5-04.3(6) Mixing ........................................................................................................................... 94
5-04.3(7) Spreading and Finishing ................................................................................................ 94
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5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA ................................................. 95
5-04.3(9) HMA Mixture Acceptance ............................................................................................ 95
5-04.3(9)A Vacant ............................................................................................................................ 96
5-04.3(9)B Vacant ............................................................................................................................ 96
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation........................................................... 96
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots .................................................. 96
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling ................................................................. 97
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing .............................................. 97
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors .......................................................... 97
5-04.3(9)C5 Vacant ............................................................................................................................ 98
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments ................................................ 98
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests .................................................................. 98
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation ............................................................. 98
5-04.3(10) HMA Compaction Acceptance ...................................................................................... 99
5-04.3(10)A HMA Compaction – General Compaction Requirements ........................................... 100
5-04.3(10)B HMA Compaction – Cyclic Density............................................................................ 100
5-04.3(10)C Vacant .......................................................................................................................... 100
5-04.3(10)D HMA Nonstatistical Compaction ................................................................................ 100
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots .................................................. 100
5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing ........................... 101
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments ............................................... 101
5-04.3(11) Reject Work ................................................................................................................. 101
5-04.3(11)A Reject Work General ................................................................................................... 101
5-04.3(11)B Rejection by Contractor ............................................................................................... 101
5-04.3(11)C Rejection Without Testing (Mixture or Compaction).................................................. 101
5-04.3(11)D Rejection - A Partial Sublot ......................................................................................... 102
5-04.3(11)E Rejection - An Entire Sublot........................................................................................ 102
5-04.3(11)F Rejection - A Lot in Progress ..................................................................................... 102
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) ................................................... 102
5-04.3(12) Joints ............................................................................................................................ 102
5-04.3(12)A HMA Joints ................................................................................................................. 102
5-04.3(12)A1 Transverse Joints ......................................................................................................... 102
5-04.3(12)A2 Longitudinal Joints ...................................................................................................... 103
5-04.3(13) Surface Smoothness ..................................................................................................... 103
5-04.3(14) Planing (Milling) Bituminous Pavement ..................................................................... 103
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5-04.3(14)A Pre-Planing Metal Detection Check ............................................................................ 104
5-04.3(14)B Paving and Planing Under Traffic ............................................................................... 105
5-04.3(14)B1 General ........................................................................................................................ 105
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan ....................................................... 105
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing ........................................................................... 106
5-04.3(15) Sealing Pavement Surfaces .......................................................................................... 107
5-04.3(16) HMA Road Approaches .............................................................................................. 107
5-04.4 Measurement ............................................................................................................... 107
5-04.5 Payment ....................................................................................................................... 108
DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS ..................................................................................................................................... 110
7-00 GENERAL MATTERS ................................................................................................................ 110
7-00.1 General ........................................................................................................................ 110
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS ............................................................. 110
7-08.2 Materials ...................................................................................................................... 110
7-08.3 Construction Requirements ......................................................................................... 110
7-08.3(3) Backfilling ................................................................................................................... 111
7-08.4 Measurement ............................................................................................................... 111
7-08.5 Payment ....................................................................................................................... 112
7-09 WATER MAINS .......................................................................................................................... 113
7-09.2 Materials ...................................................................................................................... 113
7-09.3(6) Existing Utilities .......................................................................................................... 113
7-09.3(6)A Remove/Abandon Existing Water System .................................................................. 113
7-09.3(19) Connections ................................................................................................................. 113
7-09.3(19)A Connections to Existing Mains .................................................................................... 113
7-09.3(19)B Maintaining Service ..................................................................................................... 114
7-09.4 Measurement ............................................................................................................... 115
7-09.5 Payment ....................................................................................................................... 115
7-12 VALVES FOR WATER MAINS ................................................................................................. 116
7-12.2 Materials ...................................................................................................................... 116
7-12.3 Construction Requirements ......................................................................................... 116
7-14 HYDRANTS ................................................................................................................................. 117
7-14.2 Materials ...................................................................................................................... 117
7-14.3 Construction Requirements ......................................................................................... 117
7-14.3(2)C Hydrant Guard Posts .................................................................................................... 117
7-14.4 Measurement ............................................................................................................... 117
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7-14.5 Payment ....................................................................................................................... 118
7-15 SERVICE CONNECTIONS ......................................................................................................... 118
7-15.1 Description .................................................................................................................. 118
7-15.2 Materials ...................................................................................................................... 118
7-15.3 Construction Requirements ......................................................................................... 119
7-15.3(2) Replace Existing Meter Box and Install New Meter Box ........................................... 120
7-15.3(3) Relocate Existing Water Meter .................................................................................... 120
7-15.4 Measurement ............................................................................................................... 120
7-15.5 Payment ....................................................................................................................... 121
DIVISION 8 MISCELLANEOUS CONSTRUCTION ............................................................................ 122
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL ............................................. 122
8-01.1 Description .................................................................................................................. 122
8-01.3 Construction Requirements ......................................................................................... 123
8-01.3(1)B Erosion and Sediment Control (ESC) Lead ................................................................. 123
8-01.3(8) Street Cleaning ............................................................................................................ 123
8-01.3(16) Removal ....................................................................................................................... 124
8-01.3(17) Suspension of Work..................................................................................................... 124
8-02 ROADSIDE RESTORATION ...................................................................................................... 124
8-02.1 Description .................................................................................................................. 124
8-02.2 Materials ...................................................................................................................... 124
8-02.3 Construction Requirements ......................................................................................... 125
8-02.3(4) Topsoil ......................................................................................................................... 125
8-02.4 Measurement ............................................................................................................... 125
8-02.5 Payment ....................................................................................................................... 125
8-04 CURBS, GUTTERS, AND SPILLWAYS.................................................................................... 126
8-04.2 Materials ...................................................................................................................... 126
8-04.3 Construction Requirements ......................................................................................... 126
8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES. ................................................................ 126
8-06.1 Description .................................................................................................................. 126
8-06.2 Materials ...................................................................................................................... 126
8-06.3 Construction Requirements ......................................................................................... 127
8-06.4 Measurement ............................................................................................................... 127
8-06.5 Payment ....................................................................................................................... 127
8-14 CEMENT CONCRETE SIDEWALKS ........................................................................................ 128
8-14.2 Materials ...................................................................................................................... 128
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8-14.3 Construction Requirements ......................................................................................... 128
8-14.3(3) Placing and Finishing Concrete ................................................................................... 128
8-14.3(8) Cold Weather Work ..................................................................................................... 128
8-14.4 Measurement ............................................................................................................... 129
8-21 PERMANENT SIGNING ............................................................................................................. 129
8-21.1 Description .................................................................................................................. 129
8-21.3 Construction Requirements ......................................................................................... 129
8-21.5 Payment ....................................................................................................................... 129
8-22 PAVEMENT MARKING ............................................................................................................. 130
8-22.1 Description .................................................................................................................. 130
8-22.3 Construction Requirements ......................................................................................... 130
DIVISION 9 MATERIALS ...................................................................................................................... 131
9-14 EROSION CONTROL AND ROADSIDE PLANTING .............................................................. 131
9-14.1(1) Topsoil Type A ............................................................................................................ 131
9-14.4(3) Bark or Wood Chip Mulch .......................................................................................... 131
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INTRODUCTION TO THE SPECIAL PROVISIONS
(December 10, 2020 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard Specifications for Road, Bridge and Municipal Construction, 2021 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State
Chapter (hereafter “Standard Specifications”). The Standard Specifications, as modified or supplemented by these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work.
These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The
deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be interpreted that the balance of the section does not apply.
The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP, with the effective date of the GSP and its source. For example:
(March 8, 2013 APWA GSP)
(April 1, 2013 WSDOT GSP) (City of Bremerton GSP)
Also incorporated into the Contract Documents by reference are:
• Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted edition, with Washington State modifications, if any
• Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition
• City of Bremerton Engineering Design & Construction Standards, current edition
Contractor shall obtain copies of these publications, at Contractor’s own expense.
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CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-3
DIVISION 1 GENERAL REQUIREMENTS
DESCRIPTION OF WORK
(March 13, 1995 WSDOT GSP)
This Contract provides for the installation of approximately 5,800 linear feet of Class 52 ductile iron water main in two (2) separate locations along Marine Drive in Bremerton, WA. Fire hydrants, blow-offs, services, and other appurtenances will also be replaced. The existing roadway as shown on the Plans between Rocky Point Road NW and Lower Marine Drive will be planed and overlaid with two (2) inches of HMA; the northern project site will be overlaid with two (2) inches of HMA and both sites will be
restored upon completion.
1-01.3 Definitions
(City of Bremerton GSP) Delete the definitions for “Completion Dates”, “Contract”, and “Contracting Agency”. This Section is supplemented with the following:
All references in the Standard Specifications to the terms “State,” “Department of Transportation,” “Washington State Transportation Commission,” “Commission,” “Governor,” “Secretary of Transportation,” “Secretary,” “Headquarters,” and “State Treasurer” shall be revised to read
“Contracting Agency.”
All references to “State Materials Laboratory” shall be revised to read “Contracting Agency designated location.”
All references to the terms “State” or “state” shall be revised to read “Contracting Agency” unless the reference is to an administrative agency of the State of Washington, a State statute or regulation, or the context reasonably indicates otherwise.
The venue of all causes of action arising from the Call for Bids, Award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency’s headquarters are located.
All references to “final contract voucher certification” shall be interpreted to mean the Contracting Agency form(s) by which final payment is authorized, and final completion and acceptance granted.
Additive
A supplemental unit of work or group of bid items, identified separately in the Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition to the base bid.
Alternate
One of two or more units of work or groups of bid items, identified separately in the Proposal, from which the Contracting Agency may make a choice between different methods or material of
construction for performing the same work.
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Business Day
A business day is any day from Monday through Friday, except holidays as listed in Section 1-08.5.
City
The word “City” shall mean the City of Bremerton, WA.
Contract
The written agreement between the Contracting Agency and the Contractor. It describes, among other things:
1. What work will be done, and by when; 2. Who provides labor and materials; and 3. How the Contractor will be paid.
The Contract includes the Contract (Agreement) form, bidder’s completed Proposal Form, all required certificates and affidavits, performance and payment bonds, the most current published version of the Standard Specifications for Road, Bridge and Municipal Construction and amendments thereto,
Contract Provisions, Contract Plans, Standard Plans, addenda, and change orders.
Contract Documents
See definition for “Contract.”
Contract Time
The period of time established by the terms and conditions of the contract within which the Work must be completed.
Contracting Agency (Owner)
Agency of Government that is responsible for the execution and administration of the Contract. In this case, the Agency of Government (Owner) is the City of Bremerton, WA.
Dates:
Bid Opening Date
The date on which the Contracting Agency publicly opens and reads the Bids.
Award Date
The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work.
Contract Execution Date
The date when both the Contractor and the Contracting Agency have signed the Agreement, binding
themselves to the Contract.
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Notice to Proceed Date
The date stated in the Notice to Proceed on which the Contract time begins.
Substantial Completion Date
The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, any remaining traffic disruptions will be rare and brief, and only minor incidental work, replacement of temporary substitute facilities, plant establishment periods, or correction or repair remains for the Physical Completion of the total Contract.
Final Completion Date
The day all of the Work is physically completed on the project and all obligations of the Contractor
under contract are fulfilled by the Contractor, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers’ affidavits and warranties, and all other documentation required by the Contract and required under law. Final Completion shall be obtained no more than 30-days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained.
Force Account Work
Additional work that may be required because of City-directed changes in the work, differing site conditions, emergencies, or other reasons that the Engineer determines is not included in the Contract unit prices, and for which payment is to be determined as required by Sections 1-04 and 1-09 of this Contract. Force Account Work shall be authorized only by written Work Change Directive issued by the Engineer.
Imported Material
Materials obtained from sources outside the project site that are not furnished by the City.
Notice Inviting Bids
See definition for “Call for Bids”. All references to “Call for Bids” are replaced with “Notice Inviting Bids.”
Notice of Award
The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency’s acceptance of the bid.
Notice to Proceed
The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins.
Traffic
Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic.
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Work Change Directive
A written order issued by the Engineer directing a change in the design, specifications, quantities, materials, or methods of the work. A Work Change Directive may, or may not, alter the Contract Price or Contract Time. Work Change Directives that increase the overall Contract Price or Contract Times will be aggregated and executed as a formal Change Order.
1-02 BID PROCEDURES AND CONDITIONS
1-02.1 Prequalification of Bidders
Delete this section and replace it with the following:
1-02.1 Qualifications of Bidder
(January 24, 2011 APWA GSP)
Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project.
Add the following new section:
1-02.1(1) Supplemental Qualifications Criteria
(City of Bremerton GSP)
In addition, the Contracting Agency has established Contracting Agency-specific and/or project-specific supplemental criteria, in accordance with RCW 39.04.350(3), for determining Bidder responsibility, including the basis for evaluation and the deadline for appealing a determination that a
Bidder is not responsible. These criteria are contained in Section 1-02.14 of these Special Provisions.
1-02.2 Plans and Specifications
(June 27, 2011 APWA GSP)
Delete this section and replace it with the following:
Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work.
After award of the contract, plans and specifications will be issued to the Contractor at no cost as detailed below:
To Prime Contractor No. of Sets Basis of Distribution
Reduced plans (11" x 17") 4 Furnished automatically upon award.
Contract Provisions 4 Furnished automatically upon award.
Large plans (e.g., 22" x 34") 2 Furnished only upon request.
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Additional plans and Contract Provisions may be obtained by the Contractor from the source stated in the Call for Bids, at the Contractor’s own expense.
1-02.3 Estimated Quantities
(City of Bremerton GSP) Delete this section and replace with the following:
The estimated quantities shown in the bid forms are estimates only, being given only as the basis for the comparison of bids, and the City does not warrant, expressly or by implication, that the actual amount of work will correspond therewith. The right to increase or decrease the amount of any class or portion of the work or to make changes in the work required may be deemed necessary is reserved by the City as provided elsewhere in these specifications. The basis of payment will be the actual unit bid items of work performed and measured in accordance with the contract. All prospective bidders should note that certain bid items might be included in the Bid Form to establish a unit price should the use of those items become necessary during construction. Allowance will not be made for loss of anticipated
profits or additional compensation should the use of these items be deemed unnecessary.
1-02.4 Examination of Plans, Specifications, and Site of Work
1-02.4(1) General
(City of Bremerton GSP)
This Section is supplemented with the following:
Contractor shall review the entire Contract to ensure that the completeness of their Proposal includes
all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders shall use such information at their own
risk.
The first sentence of the last paragraph shall be revised to read:
Any prospective Bidder desiring an explanation or interpretation of the Bid Documents, shall request the explanation or interpretation in writing by close of the business day five (5) calendar days preceding the bid opening to allow a written reply to reach all prospective Bidders before the submission of their Bids. The Bid Opening Date will not be adjusted, nor Addenda issued in response to requests for explanations and/or interpretations received within the five (5) calendar days preceding the bid opening.
1-02.5 Proposal Forms
(July 31, 2017 APWA GSP)
Delete this section and replace it with the following:
The Proposal Form will identify the project and its location and describe the work. It will also list
estimated quantities, units of measurement, the items of work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, where applicable,
retail sales taxes and acknowledgment of addenda; the bidder’s name, address, telephone number, and signature; the bidder’s UDBE/DBE/M/WBE commitment, if applicable; a State of Washington Contractor’s Registration Number; and a Business License Number, if applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the Proposal Form.
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The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and
additives set forth in the Proposal Form unless otherwise specified.
1-02.6 Preparation of Proposal
(December 10, 2020 APWA GSP, Option B)
Supplement the second paragraph with the following:
4. If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated. 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by the signer of the bid.
Delete the last two paragraphs, and replace them with the following:
The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance form, provided by the Contracting Agency. Failure to return this certification as part of the Bid Proposal
package will make this Bid Nonresponsive and ineligible for Award. A Contractor Certification of Wage Law Compliance form is included in the Proposal Forms.
The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner.
A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign).
A bid by a partnership shall be executed in the partnership name and signed by a partner. A copy of the
partnership agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement.
A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any UDBE requirements are to be satisfied through such an agreement.
1-02.7 Bid Deposit
(March 8, 2013 APWA GSP) Supplement this section with the following:
Bid bonds shall contain the following:
1. Contracting Agency-assigned number for the project; 2. Name of the project;
3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded;
5. Signature of the bidder’s officer empowered to sign official statements. The signature of the person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany the said signature;
6. The signature of the surety’s officer empowered to sign the bond and the power of attorney. 7. If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions.
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If so stated in the Contract Provisions, cash will not be accepted for a bid deposit.
1-02.9 Delivery of Proposal
(City of Bremerton GSP) Delete this section and replace with the following:
Bidders are referred to the Notice Inviting Bids or Call to Bids for bid proposal delivery requirements.
1-02.10 Withdrawing, Revising, or Supplementing Proposal
(July 23, 2015 APWA GSP) Delete this section, and replace it with the following:
After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, revise, or supplement it if:
1. The Bidder submits a written request signed by an authorized person and physically delivers it to
the place designated for receipt of Bid Proposals, and
2. The Contracting Agency receives the request before the time set for receipt of Bid Proposals, and
3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency before the time set for receipt of Bid Proposals.
If the Bidder’s request to withdraw, revise, or supplement its Bid Proposal is received before the time
set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal package to the Bidder. The Bidder must then submit the revised or supplemented package in its entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be considered withdrawn.
Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by the Contracting Agency and returned unopened. Mailed, e-mailed, or faxed requests to withdraw, revise, or supplement a Bid Proposal are not acceptable. Due to COVID-19 restrictions, Bidder shall coordinate
with designated contract City contact for physical delivery of written request.
1-02.13 Irregular Proposals
(October 1, 2020 APWA GSP)
Delete this section and replace it with the following:
1. A Proposal will be considered irregular and will be rejected if: a. The Bidder is not prequalified when so required; b. The authorized Proposal form furnished by the Contracting Agency is not used or is altered; c. The completed Proposal form contains any unauthorized additions, deletions, alternate Bids,
or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract;
e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required
in Section 1-02.6; h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise Certification, if applicable, as required in Section 1-02.6;
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i. The Bidder fails to submit written confirmation from each DBE firm listed on the Bidder’s completed DBE Utilization Certification that they are in agreement with the bidder’s DBE
participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; j. The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions; l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in Section 1-02.6, or if the documentation that is submitted fails to meet the requirements of the Special Provisions;
m. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or n. More than one Proposal is submitted for the same project from a Bidder under the same or
different names. 2. A Proposal may be considered irregular and may be rejected if: a. The Proposal does not include a unit price for every Bid item;
b. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c. Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e. If Proposal form entries are not made in ink.
1-02.14 Disqualification of Bidders
(City of Bremerton GSP) Delete this section and replace it with the following:
A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 1-7
listed in this Section; or does not meet the City specific criteria also listed in this Section.
The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. To assess bidder responsibility, the Contracting
Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder’s compliance with the mandatory bidder responsibility criteria.
Supplemental Criteria is as follows:
1. Delinquent State Taxes a. Criterion: The Bidder shall not owe delinquent taxes to the Washington State Department of Revenue without a payment plan approved by the Department of Revenue.
b. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder does not owe delinquent taxes to the Washington State Department of Revenue, or if delinquent taxes are owed to the Washington State Department of Revenue, the Bidder must submit a written payment plan approved by the Department of Revenue, to the Contracting Agency by the deadline listed below.
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2. Federal Debarment a. Criterion: The Bidder shall not currently be debarred or suspended by the Federal government.
b. Documentation: The Bidder shall not be listed as having an “active exclusion” on the U.S. government’s “System for Award Management” database (www.sam.gov). 3. Subcontractor Responsibility a. Criterion: The Bidder’s standard subcontract form shall include the subcontractor responsibility language required by RCW 39.06.020, and the Bidder shall have an established procedure which it utilizes to validate the responsibility of each of its subcontractors. The Bidder’s subcontract form shall also include a requirement that each of its subcontractors shall have and document a similar procedure to determine whether the sub-tier subcontractors with whom it contracts are also “responsible” subcontractors as defined by RCW 39.06.020. b. Documentation: The Bidder, if and when required as detailed below, shall submit a copy of its standard subcontract form for review by the Contracting Agency, and a written description of
its procedure for validating the responsibility of subcontractors with which it contracts. 4. Claims Against Retainage and Bonds a. Criterion: The Bidder shall not have a record of excessive claims filed against the retainage or
payment bonds for public works projects in the three (3) years prior to the bid submittal date, that demonstrate a lack of effective management by the Bidder of making timely and appropriate payments to its subcontractors, suppliers, and workers, unless there are extenuating
circumstances, and such circumstances are deemed acceptable to the Contracting Agency. b. Documentation: The Bidder, if and when required as detailed below, shall submit a list of the public works projects completed in the three (3) years prior to the bid submittal date that have had claims against retainage and bonds and include for each project the following information:
• Name of project
• The owner and contact information for the owner;
• A list of claims filed against the retainage and/or payment bond for any of the projects listed;
• A written explanation of the circumstances surrounding each claim and the ultimate
resolution of the claim. 5. Public Bidding Crime a. Criterion: The Bidder and/or its owners shall not have been convicted of a crime involving bidding on a public works contract in the five (5) years prior to the bid submittal date. b. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder and/or its owners have not been convicted of a crime involving bidding on a public works contract. 6. Termination for Cause / Termination for Default a. Criterion: The Bidder shall not have had any public works contract terminated for cause or terminated for default by a government agency in the five (5) years prior to the bid submittal date, unless there are extenuating circumstances, and such circumstances are deemed acceptable to the Contracting Agency. b. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any public works
contract terminated for cause or terminated for default by a government agency in the five (5) years prior to the bid submittal date; or if Bidder was terminated, describe the circumstances. 7. Lawsuits
a. Criterion: The Bidder shall not have lawsuits with judgments entered against the Bidder in the five (5) years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, unless there are extenuating circumstances, and such circumstances are
deemed acceptable to the Contracting Agency
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b. Documentation: The Bidder, if and when required as detailed below, shall sign a statement (on a form to be provided by the Contracting Agency) that the Bidder has not had any lawsuits with
judgments entered against the Bidder in the five (5) years prior to the bid submittal date that demonstrate a pattern of failing to meet the terms of contracts, or shall submit a list of all lawsuits with judgments entered against the Bidder in the five (5) years prior to the bid submittal date, along with a written explanation of the circumstances surrounding each such lawsuit. The Contracting Agency shall evaluate these explanations to determine whether the lawsuits demonstrate a pattern of failing to meet of terms of construction related contracts
In addition to the Supplemental Criteria stated above, a Bidder will be deemed not responsible if the Bidder does not meet the City specific criteria as follows:
1. Be a registered contractor at the time of bid submittal (RCW 18.27.020); 2. Have a current Unified Business Identifier number; 3. Have industrial insurance coverage; 4. Have an employment security department number; 5. Have a state excise tax registration number; and 6. Have never been disqualified from bidding under RCW 39.12.065(3);
7. Not debarred from work in the State of Washington or the Federal Government; 8. The bidder is not unable, financially, or otherwise, to perform the work, in the opinion of the City.
As evidence that the Bidder meets the Supplemental Criteria and City specific criteria stated above, the
apparent low Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day following the bid submittal deadline, a written statement verifying that the Bidder meets the criteria together with supporting documentation (sufficient in the sole judgment of the Contracting Agency) demonstrating compliance with the Supplemental Criteria and City specific criteria. The Contracting Agency reserves the right to request further documentation as needed from the low Bidder and documentation from other Bidders as well to assess Bidder responsibility and compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right to obtain information from third-parties and independent sources of information concerning a Bidder’s compliance with the mandatory and supplemental criteria, and to use that information in their evaluation. The Contracting Agency may consider mitigating factors in determining whether the Bidder complies with the requirements of the supplemental criteria.
The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria shall include any documents or facts obtained by Contracting Agency (whether from the Bidder or third parties) including but not limited to: (i) financial, historical, or operational data from the Bidder; (ii)
information obtained directly by the Contracting Agency from others for whom the Bidder has worked, or other public agencies or private enterprises; and (iii) any additional information obtained by the Contracting Agency which is believed to be relevant to the matter.
If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writing, with the reasons for its determination. If the Bidder disagrees with this determination, it may appeal
the determination within two (2) business days of the Contracting Agency’s determination by presenting its appeal and any additional information to the Contracting Agency. The Contracting Agency will consider the appeal and any additional information before issuing its final determination. If the final determination affirms that the Bidder is not responsible, the Contracting Agency will not execute a contract with any other Bidder until at least two (2) business days after the Bidder determined
to be not responsible has received the Contracting Agency’s final determination.
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Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility Criteria may make or
submit requests to the Contracting Agency to modify the criteria. Such requests shall be in writing, describe the nature of the concerns, and propose specific modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no later than five (5) business days prior to the bid submittal deadline and address the request to the Project Engineer or such other person designated by the Contracting Agency in the Bid Documents.
1-02.15 Pre-Award Information
(August 14, 2013 APWA GSP) Revise this section to read:
Before awarding any contract, the Contracting Agency may require one (1) or more of these items or actions of the apparent lowest responsible bidder:
1. A complete statement of the origin, composition, and manufacture of any or all materials to be
used, 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and time
required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, 5. Attendance at a conference with the Engineer or representatives of the Engineer,
6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located. 7. Any other information or action taken that is deemed necessary to ensure that the bidder is the
lowest responsible bidder.
Add the following new sections:
1-02.16 Addenda and Interpretations of Documents
(City of Bremerton GSP)
No oral interpretation of the meanings of Plans, Specifications or other pre-bid documents will be made to any bidder. Every request for such interpretation shall be submitted in writing, addressed to the City’s contact person (listed on the cover page of these Contract Documents), and to be given consideration shall be received at least five (5) working days prior to date fixed for Bid Opening. Any
and all such interpretations and supplemental instructions will be in the form of written addenda to the Specifications which, if issued, will be mailed or otherwise delivered to each prospective Bidder. Failure of any Bidder to receive any such addendum shall not relieve such bidder from any obligation
under their bid as submitted. All addenda so issued shall become a part of the Contract Documents.
1-02.17 Compliance with RCW 35.22.650
(City of Bremerton GSP)
In accordance with RCW 35.22.650, "Contractor agrees that the contractor shall actively solicit the employment of minority group members. Contractor further agrees that the contractor shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor
shall furnish evidence of the contractor's compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontracts to said minority bidders
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on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid."
1-03 AWARD AND EXECUTION OF CONTRACT
1-03.1 Consideration of Bids
(January 23, 2006 APWA GSP)
Revise the first paragraph to read:
After opening and reading proposals, the Contracting Agency will check them for correctness of extensions of the prices per unit and the total price. If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control. If a minimum bid amount has been established for any item and the bidder’s unit or lump sum price is less than the minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension. The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the
Contracting Agency, will be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond.
1-03.3 Execution of Contract
(City of Bremerton GSP)
Delete this section and replace it with the following:
Upon award by the Bremerton City Council, the City will route the Contract for internal signature prior
to sending to the successful Bidder to digitally sign using the Contracting Agency’s software. The Contract will be sent electronically via DocuSign for digital signature.
Within 14 calendar days after the award date, the successful bidder shall digitally sign the Contract via DocuSign and electronically submit insurance certificates as required by Section 1-07.18, and satisfactory bonds as required by law and Section 1-03.4. Before execution of the contract by the City, the successful bidder shall provide any pre-award information the City may require under Section 1-02.15. Following digital signature of the DocuSign Contract, the City will electronically e-mail the executed contract to the successful bidder.
Until the City executes a contract, no proposal shall bind the City, nor shall any work begin within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the City.
If the bidder’s performance of the requirements of this Section is delayed by circumstances beyond the bidder’s control, the City may grant up to 14 calendar days of additional time, provided that the City agrees that circumstances warrant an extension.
1-03.4 Contract Bond
(July 23, 2015 APWA GSP) Delete the first paragraph and replace it with the following:
The successful bidder shall provide executed payment and performance bond(s) for the full contract amount. The bond may be a combined payment and performance bond; or be separate payment and performance bonds. In the case of separate payment and performance bonds, each shall be for the full
contract amount. The bond(s) shall:
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1. Be on Contracting Agency-furnished form(s); 2. Be signed by an approved surety (or sureties) that:
a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and conditions under the Contract, including but not limited to the duty and obligation to indemnify, defend, and protect the Contracting Agency against all losses and claims related directly or indirectly from any failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform and comply with all contract obligations, conditions, and duties, or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay
all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrying out the work; 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the project under
titles 50, 51, and 82 RCW; and 5. Be accompanied by a power of attorney for the Surety’s officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or
partner). If the Contractor is a corporation, the bond(s) must be signed by the president or vice president, unless accompanied by written proof of the authority of the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, power of attorney, or a letter to such
effect signed by the president or vice president).
1-03.7 Judicial Review
(City of Bremerton GSP)
Reference to “Thurston County” shall be replaced with “Kitsap County.”
1-04 SCOPE OF THE WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda
(City of Bremerton GSP) Delete the first two paragraphs of this Section and replace them with the following:
The complete Contract includes these parts: Contract (Agreement) form, bidder’s completed Proposal Form, the 2021 Standard Specifications for Road, Bridge, and Municipal Construction and amendments thereto, Contract Provisions, CSI Supplemental Technical Specifications (if any), Plans, Standard
Plans, addenda, all required certificates and affidavits, performance and labor and material payment bonds, and change orders. These parts complement each other in describing a complete Work. Any requirement in one part binds as if stated in all parts. The Contractor shall provide any work or materials
clearly implied in the Contract even if the Contract does not mention it specifically.
Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth):
1. Permits from other agencies as required by law 2. Change Orders, 3. Agreement, 4. Addenda,
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5. Contractor’s Bid (Bid Forms), 6. Special Provisions,
7. CSI Technical Specifications (if any), 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction (current version at time of bid) 9. Contract Plans, 10. Contracting Agency’s Standard Plans or Details (if any), and 11. WSDOT/APWA Standard Plans for Road, Bridge, and Municipal Construction
1-04.4 Changes
(City of Bremerton GSP) Replace the wording “written change order” with “Work Change Directive.”
This Section is supplemented with the following:
The City has included the Bid Item “Minor Changes and Force Account” in the Bid Proposal to pay for changes in the work as described in this section. In order to maintain equity among Bidders, the Contracting Agency has entered a fixed amount for this Bid item as listed in the Proposal. Payment from this Bid Item shall occur only upon executing a Work Change Directive signed by both the City and the Contractor.
The Owner and Contractor shall agree upon pricing of the work change as either a negotiated Lump Sum cost or to be tracked as Time and Materials (Minor Changes and Force Account). For a Lump Sum cost, the Contractor shall submit a detailed breakdown of estimated labor, equipment, materials, and
subcontracted work to perform the change, along with all markups. The Owner and Contractor must agree upon the Lump Sum cost prior to performing the Work. To avoid delaying the performance of the change in Work, the Contractor shall prepare and submit the Lump Sum cost immediately upon
request. When the Owner and Contractor agree to pay for the changed Work as Time and Materials, pricing and tracking of the work shall be done in accordance with Section 1-09.6.
Change Orders will be transmitted electronically to the Contractor for signature. The Contractor shall apply all signatures electronically using the software provided by the Contracting Agency. Within 21 days of execution of the Contract, the Contractor shall submit a Type 1 Working Drawing consisting of the names, e-mail addresses, and text-message capable phone numbers for the authorized change
order signers and shall bear the name, phone number and e-mail of the officer providing this authorization. Delegation of authority to sign Change Orders shall be by the officer authorized to sign the Contract.
1-04.4(1) Minor Changes and Force Account
(City of Bremerton GSP) Section 1-04.4(1) title and text is revised to read as follows:
Payments or credits for changes and extra work shall be made under the Bid Item “Minor Changes and Force Account”. At the discretion of the City of Bremerton, this procedure for Minor Changes may be used in lieu of the more formal procedure as outlined in Section 1-04.4, Changes of the Standard
Specifications.
Use and payment of money from the “Minor Changes and Force Account” bid item shall be only upon written authorization by the City via a Work Change Directive. A determination will be made before
the extra work starts about whether the work will be paid as a lump sum cost or tracked as force account (time and materials). A Work Change Directive shall be executed by both parties prior to starting the
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extra work. If the Contractor is in disagreement with anything required by the Work Change Directive, the Contractor may protest the order as provided in Section 1-04.5, Procedure and Protests by the
Contractor, in the WSDOT Standard Specifications.
Payments or credits will be determined in accordance with Section 1-09.4, Equitable Adjustment, in the Standard Specifications. For the purpose of providing a common bid amount for all Bidders, the Contracting Agency has entered an amount for “Minor Changes and Force Account” in the Bid Schedule to become part of the Bid by the Contractor.
If the total cost of extra work and additional quantities exceeds the contract amount, the City and Contractor will execute a Change Order, which must be signed by the City of Bremerton Mayor, Public Works Director, and City Engineer.
1-04.6 Variation in Estimated Quantities
(City of Bremerton GSP) Delete the text in this specification section and REPLACE with the following:
The quantities for the following bid items have been entered into the Proposal only to provide a common basis for proposal for bidders. Actual quantities for these bid items will be determined in the field as the work progresses, and will be paid at the original bid unit price, using the final quantity. No bid items shall be subject to the provisions of 1-04.6 of the Standard Specifications, and will be paid at the original
bid price, regardless of the final quantity.
• Cold Mix
• Import Trench Backfill – Water Main
• Native Trench Backfill – Water Main
• Controlled Density Fill (CDF)
• Unsuitable Pipe Foundation Excavation Incl. Haul
• Tree Removal
• Portable Changeable Message Sign
• Potholing
• Pavement Subgrade Repair
• Silt Fence
• Wattles
• Inlet Protection
1-04.11 Final Cleanup
(City of Bremerton GSP) Supplement this section with the following:
On all concrete and asphalt work, the Contractor shall, before final acceptance of the work, power broom all pavement clean to remove debris and dirt. Contractor shall also clean out all culverts and
drains, inlets, catch basins, manholes, water meter boxes, and water valve boxes, within the project limits, of dirt and debris of any kind that may or may not be the result of the Contractors operations. The cleaning of structures and disposal of such waste material shall be considered as incidental to the
construction.
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1-05 CONTROL OF WORK
1-05.2 Authority of Assistants and Inspectors
(City of Bremerton GSP) This Section is supplemented with the following:
The Inspector does not purport to be a safety expert and is not engaged in that capacity under this Contract. The Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations, or procedures. After receiving information relating to safety issues, the Contractor shall make its own examination and analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector’s performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety laws, rules, regulations, or procedures; nor shall it make the Inspector responsible for construction means, methods,
techniques, sequences, or procedures, or for the Contractor’s ability to properly perform the Work, all of which are entirely the responsibility of the Contractor.
1-05.4 Conformity With and Deviations from Plans and Stakes
(City of Bremerton GSP) This Section is supplemented with the following:
Construction Surveying
The Contracting Agency has provided primary survey control in the Plans.
The Contractor shall be responsible for setting, maintaining, and resetting all alignment stakes, slope
stakes, and grades necessary for the construction of the roadbed, utilities, drainage, surfacing, paving, channelization and pavement marking, illumination and signals, guardrails and barriers, and signing. Calculations, surveying, and measuring required for setting and maintaining the necessary lines and
grades shall be the Contractor's responsibility.
Detailed survey records shall be maintained, including a description of the work performed on each shift, the methods utilized, and the control points used. The record shall be adequate to allow the survey to be reproduced. A copy of each day's record shall be provided to the Engineer within three (3) working days after the end of the shift.
The meaning of words and terms used in this provision shall be as listed in "Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mapping and the American Society of Civil Engineers.
The survey work shall include but not be limited to the following:
1. Verify the primary horizontal and vertical control furnished by the Contracting Agency and expand into secondary control by adding stakes and hubs as well as additional survey control
needed for the project. Provide descriptions of secondary control to the Contracting Agency. The description shall include coordinates and elevations of all secondary control points. 2. Establish the horizontal and vertical location of all water main features and appurtenances, including deflection start and end points, placing offset stakes to all surface structures and to pipes at a horizontal interval not greater than 50 feet.
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3. Establish intermediate elevation benchmarks as needed to check work throughout the project. 4. For all other types of construction included in this provision, (including but not limited to
channelization and pavement marking, illumination and signals, guardrails and barriers, and signing) provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity. 5. Contractor shall determine if changes are needed to the profiles or roadway sections shown in the Contract Plans in order to achieve proper smoothness and drainage where matching into existing features, such as a smooth transition from new pavement to existing pavement. The Contractor shall submit these changes to the Engineer for review and approval ten (10) days prior to the beginning of work. 6. The Contractor is responsible for staking all other items deemed necessary to construct the project per the Plans and Specifications.
The Contractor shall provide the Contracting Agency copies of any calculations and staking data when
requested by the Engineer.
The Contractor shall ensure a surveying accuracy within the following tolerances:
Vertical Horizontal
Stationing on roadway
Water Main Features
N/A ±0.1 feet
±0.1 feet
(parallel to alignment)
±0.1 feet
(normal to alignment) Roadway paving pins for
Surfacing or paving
±0.01 feet
±0.2 feet
(parallel to alignment)
±0.1 feet
(normal to alignment
The Contracting Agency may spot-check the Contractor's surveying. These spot-checks will not change the requirements for normal checking by the Contractor.
The Contractor shall calculate coordinates for the alignment. The Contracting Agency will verify these
coordinates prior to issuing approval to the Contractor for commencing with the work. The Contracting Agency will require up to seven calendar days from the date the data is received.
Stakes shall be marked in accordance with Standard Plan A10.10. When stakes are needed that are not
described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer.
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Monuments and Property Corners
It is the Contractor’s responsibility to notify the Engineer if a monument or property corner will be damaged or lost due to construction activities. In accordance with Washington State Law, the monument or property corner must be perpetuated and replaced upon completion of the project by a Washington State licensed surveyor.
Monument Positions
The Contractor will be responsible for perpetuating and documenting existing monuments in compliance with the Application for Permit to Remove or Destroy a Survey monument (WAC 332-120).
Upon completion of the roadway surface, the destroyed and new, proposed monuments positions will be set and referenced by the Contractor. The Contractor will then drill and core out the monument position, install the poured monument, and place a blank brass monument centered in the cored position. The Contractor’s Washington State licensed surveyor will then mark the referenced position and file a
completion report for Monument Removal or Destruction with DNR, as applicable for pre-existing monuments, or a Record of Survey for new monuments.
Contractor shall provide the City with a minimum three (3) working day written notice when the
Contractor believes that removal of an existing monument is required to complete the work.
If existing monuments are disturbed by the Contractor without approval, and prior to referencing, said monuments will be reset by the City and all associated costs will be borne solely by the Contractor.
Water System As-Builts
The Contractor shall be responsible for providing surveyed As-Built records of all water main feature improvements completed in the Contract. Water main features include but are not limited to: water meters, valves, hydrants, blow-offs, and air/vac assemblies. Survey As-Builts shall be provided to the City prior to Final Completion in electronic AutoCAD 2021 format.
Payment
Payment will be made for the following bid item when included in the proposal:
"Construction Surveying", lump sum.
The lump sum contract price for "Construction Surveying" shall be full pay for all labor, equipment, materials, and supervision utilized to perform the Work specified in this Section, including any resurveying, checking, correction of errors, replacement of missing or damaged stakes, coordination
efforts, and surveyed as-builts.
1-05.7 Removal of Defective and Unauthorized Work
(October 1, 2005 APWA GSP)
Supplement this section with the following:
If the Contractor fails to remedy defective or unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents,
the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary.
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If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized work corrected
immediately, have the rejected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or
might cause serious risk of loss or damage to the public or environment.
Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor’s unauthorized work.
No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency’s rights provided by this Section.
The rights exercised under the provisions of this section shall not diminish the Contracting Agency’s
right to pursue any other avenue for additional remedy or damages with respect to the Contractor’s failure to perform the work as required.
Replace Section 1-05.8, currently vacant, with the following:
1-05.8 Submittals
(City of Bremerton GSP)
1-05.8(1) General
Submittals covered by these requirements include manufacturers’ information, Shop Drawings, test procedures, test results, samples, requests for substitutions, and miscellaneous work-related submittals. Submittals shall also include, but not be limited to, all materials, fabricated items, schedules, plans, and all other submittals specifically listed elsewhere in the Contract Documents. The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and manufacturer’s installation and other instructions as specifically required in the Contract Documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the Contract Documents.
1-05.8(2) Contractor’s Responsibilities
The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material, equipment, or method of work shall be as described
in the submittal. The Contractor shall verify that all features of all products conform to the specified requirements. Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment, which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated. The Contractor shall ensure that there is no conflict with other submittals and notify the City in each case where his/her submittal may affect the work of another contractor or the City. The Contractor shall completely coordinate submittals among their subcontractors and suppliers
including those submittals complying with applicable technical sections.
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The Contractor shall coordinate submittals with the work so that work will not be delayed. The Contractor shall coordinate and schedule different categories of submittals, so that one will not be
delayed for lack of coordination with another. No extension of time will be allowed because of failure to properly coordinate, schedule, or provide complete submittals, or not allowing for sufficient review and processing time by the City.
The Contractor shall not proceed with any portion of work related to a submittal until:
1. The submittal process is complete; 2. Contractor has obtained from the City a submittal marked “No Exceptions Taken”, “Make
Corrections Noted”.
The Contractor shall certify on each submittal document that he has reviewed the submittal, verified field conditions, and complied with the Contract Documents by signing and dating the submittal transmittal form.
The Contractor may authorize in writing a material or equipment supplier to deal directly with the City
with regard to a submittal if approved by the City. These dealings shall be limited to contract interpretations to clarify and expedite the work. In such cases, the Contractor is not absolved from his/her responsibilities defined herein.
1-05.8(3) Request for Substitution or Deviation
Whenever materials or equipment are indicated in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the naming of the item or supplier is intended to establish the type, function, and quality required. Unless expressly stated otherwise, materials or equipment of other suppliers 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.
The Contractor shall bear all actual costs incurred by the City associated with review of a proposed substitution or deviation regardless of whether the substitution or deviation is ultimately approved by
the City.
Requests for substitution or deviation for other equipment or material shall be in writing and shall be accompanied with sufficient information to permit the City to identify the nature and scope of the request. Information to be provided along with the request shall include:
1. All submittal information required for the specified equipment, including all deviations from
the specified requirements necessitated by the proposed substitution. 2. Materials of construction, including material specifications and references. 3. Performance data, including performance curves and guaranteed power consumption, over the
range of specified operating conditions. 4. Dimensional drawings, showing required access and clearances, including any changes to the work required to accommodate the proposed substitution or deviation. Where controls are a part of the proposed substitution or deviation, piping, process and instrumentation drawings (PIDs), produced in the project format and with project-specific symbols, along with control descriptions. 5. Where controls specified in the project manual require modification to accommodate the proposed substitution or deviation, piping, process and instrumentation drawings (PIDs),
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produced in project format and with project-specific symbols, with all required modifications clearly highlighted.
6. Information and performance characteristics for all system components and ancillary devices to be furnished as a part of the proposed substitution or deviation. 7. Reproducible contract drawings marked up to illustrate the alterations to all structural, architectural, mechanical, electrical, and HVAC systems required to accommodate the proposed substitution or deviation.
8. A list of installations of the proposed substitution or deviation indicating application, location,
owner, and date of first use.
Upon receipt of written application for substitution or deviation from the Contractor, including the information specified above, the City 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 City at the time; however, the actual cost, based on time and expense, will be documented and applied in the final analysis of the substitution or deviation request. If the Contractor
wishes to proceed with the request, they shall advise the City in writing and submit sufficient additional information as may be requested by the City. No evaluation will take place until such time as the Contractor has agreed to the estimate in writing and has authorized the City to deduct the actual cost of
the evaluation from monthly progress payments due the Contractor.
1-05.8(4) Categories of Submittals
Shop Drawings: Per Section 1-06.1.
Samples: Per Section 1-06.1.
Administrative Submittals: 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 or videos.
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.
Quality Control Submittals: May include, but not be limited to:
1. Manufacturer’s instructions. 2. Certificates/Certifications: a. Manufacturer’s. b. Inspection. 3. Governing Agency’s. 4. Manufacturer’s field service reports.
5. Manufacturer’s test reports. 6. Operation and maintenance data. 7. Operation and maintenance manuals.
8. Quality control plan.
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9. Reports (inspection and test). 10. Statements of qualifications.
11. Test specimens.
Submittals (Product Data) for Information Only: Required Submittals (Product Data) for Information Only are not subject to submittal review procedures and shall be provided where specified as part of
the work under this contract and its acceptability determined under normal inspection procedures.
1-05.8(5) Submittal Transmittal Procedure
When the Contract Documents require a submittal, the Contractor shall submit the specified
information to the designated City representative electronically via e-mail in PDF format.
Unless otherwise specified, submittals shall be accompanied by transmittal forms to be provided by
City. A separate form shall be used for each specific item, class of material, equipment, and items specified in separate, discrete sections, for which the submittal is required. The form shall be signed by the Contractor’s review or authorized representative. Submittal documents common to more than one piece of equipment shall be identified with all the appropriate equipment numbers. Submittals for various items shall be made with a single form when the items taken together constitute a manufacturer’s package or are so functionally related that expediency indicates checking or review of
the group or package as a whole.
A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted. Original submittal numbers shall have the following format: “XXX”; where “XXX” is
the sequential number assigned by the Contractor. Resubmittals shall have the following format: “XXX-Y”; where “XXX” is the originally assigned submittal number and “Y” is a sequential letter assigned for resubmittals, i.e., A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively.
Submittal 025–B, for example, is the second resubmittal of submittal 025.
Submittals which are incomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked-up specifications and/or drawings when specified, are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor’s signature.
1-05.8(6) Submittal Review Procedure
Unless otherwise specified, within 14 calendar days after receipt of a submittal for review and
comment, the City shall review the submittal and return the reviewed copy with the transmittal cover sheet via e-mail in PDF format.
1. If the review indicates that the material or equipment complies with the project manual, submittal
copies will be marked “NO EXCEPTIONS TAKEN.” In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 2. If the review indicates limited corrections are required, copies will be marked “MAKE CORRECTIONS NOTED.” The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where submittal information will be incorporated in O&M data or other final reports, a corrected copy shall be provided. 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked “AMEND AND RESUBMIT.” Except at their own risk, the Contractor shall not undertake
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work covered by this submittal until it has been revised, resubmitted, and returned marked either “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED.”
4. If the review indicates that the material, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked “REJECTED – SEE REMARKS.” Submittals with deviations which have not been identified clearly may be rejected. Except at their own risk, the Contractor shall not undertake the work covered by such submittals until a new submittal is made and returned marked either “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED.” 5. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked “PRODUCT DATA/NOT REVIEWED. Acceptability of the material, equipment, or work shall be determined under normal inspection procedures.
1-05.8(7) Effect of Review of Contractor’s Submittals
Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of their responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer,
or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of material, or equipment so reviewed. A mark of “NO EXCEPTIONS TAKEN” or “MAKE CORRECTIONS NOTED” shall mean that the City has no objection to the Contractor, upon
their own responsibility, using the plan or method of work proposed, or providing the materials or equipment proposed.
Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with the Contract Documents. Any action required is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with
that of all other trades, and the satisfactory performance of their work.
1-05.8(7) Required Submittals
The Contractor shall provide the City all required submittals identified in the Special Provisions and Standard Specifications Sections, or shown on Contract Plans, which are described in the following subsections.
1-05.8(7)A Submittals for the Pre-construction Conference
The following items shall be submitted at the pre-construction conference prior to the Notice to Proceed. For each item, submit three (3) hard copies and an electronic copy via USB thumb drive, file
share site, or e-mail. The electronic copies shall also be e-mailed to the City contact.
1. Contractor’s and Subcontractor’s Contact Information - Names and 24-hour contact telephone numbers of contractor’s and each subcontractor’s key personnel identified in Standard
Specifications Section 1-05.13. Electronic copy shall be in MS Word. 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, computed as required in Standard Specification Section 1-09.6. Update and resubmit the entire labor classification file whenever worker classifications are changed, added, or deleted. Electronic copy shall be in MS Excel.
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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, computed as required by Standard Specification Section 1-09.6 and the AGC/WSDOT 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. Electronic copy shall be in MS Excel. 4. Contractor’s Progress Schedule (Type A): Progress schedule identified in Special Provisions Section 1-08.3(2)A. Format shall be Microsoft Project or approved software equal. 5. Master Submittal Control Spreadsheet: List all required submittals in an Excel Spreadsheet, with assigned number, reference, description, review status, and comments. The City will review and comment on the document for revisions by the Contractor. The spreadsheet shall be reviewed at each meeting to ensure timely submission and review of the submittal documentation. 6. Schedule of Values, including cost breakdown for lump sum items, if applicable.
7. Shop drawings for Schedule A work with time-critical items, including ductile iron pipe and appurtenances, manholes, valves, fittings, collection valve boxes, and other material items that are time-critical in order to complete the Marine Drive Water Main Replacement work as soon as
possible and avoid project delays. 8. Traffic Control and Erosion Control Supervisor Certifications: a. Include names, certifications, and contact information
9. List of all Subcontractors, including: a. Percentage value of work assigned. b. Principal contact(s). c. Address d. Telephone and fax numbers. 10. List of all requested exceptions to the Contract Documents.
a. Note: See 1-08.0(1) Preconstruction Conference
1-05.8(7)B Construction Submittals
The following items shall be submitted, as applicable, at least three (3) weeks prior to the associated construction activity, unless noted otherwise in the Special Provisions, to allow ample time for review and resubmittal if necessary.
• Catalog information and data sheets for all materials to be installed on project.
• Erosion and Sediment Control (ESC) Plans
• Spill Control and Prevention Plan (SCPP), including 24-hour contact information
• Staging Plan
• Construction Sequencing Plans o Water main activation and switch over of services from existing main
o Existing water main abandonment o Grinding and paving
• Temporary Traffic Control Plans
• Certification for Traffic Control Supervisor (TCS) and Flagger cards
• Manufacturer’s certification for trench boxes to be utilized.
• Temporary bypass plans
• Any other construction-related submittal identified elsewhere in the Contract Documents.
1-05.8(7)C Additional Administrative Submittals
The following administrative submittals shall be submitted when noted:
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• Retainage account information – Submit prior to first invoice
• Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors – Submit prior to issuance of Notice to Proceed.
• Certified Payrolls – Submit weekly.
• Affidavit of Wages Paid – Submit upon completion of Work.
• Form titled “Acceptance of Compensation and Release of All Claims”.
• Additional submittals where identified in the Contract Documents and as requested by the
Engineer.
1-05.8(7)D Technical Submittals (Shop Drawings)
In addition to notification of material suppliers and fabricators, the Contractor shall also furnish for the
Engineer's review and approval all required shop drawings.
Shop drawings are defined as drawings or data, which illustrate how specific items, shall be fabricated, manufactured, or installed. Shop drawings are required for all shop, field fabricated, or manufactured items and shall include all information necessary for the fabrication and installation of the item and to show conformance with these contract documents. The information shall include, but not be limited to:
1. For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes, and boring and jacking equipment.
2. Shop drawings for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings. 3. Piping Fabrication and Placement Drawings.
4. Erection Drawings. 5. Diagrams, Illustrations and Data (product, design, or other).
Manufacturers' standard catalog information and details maybe submitted; however, standard
manufacturers' information and advertising literature may not necessarily be sufficient.
Samples: 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. Samples submitted shall be of sufficient size and quantity to clearly illustrate functional characteristics of products or materials and full range of colors available.
No separate bid item will be made for Submittals, which shall be incidental to the pertinent bid items.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(City of Bremerton GSP)
1-05.11(1) Substantial Completion Date
When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Contractor’s request shall list the specific items of work that remain to be completed in order to reach Final Completion.
The Engineer will schedule an inspection of the work with the Contractor to determine the status of
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completion; at least two (2) calendar days notice to the Engineer from the Contractor for scheduled inspection is required. The Engineer may also establish the Substantial Completion Date unilaterally.
If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefor.
Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substantial and/or Physical Completion. The Contractor shall provide the Engineer
with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work.
The above process shall be repeated until the Engineer establishes the Substantial Completion Date and
the Contractor considers the work physically complete and ready for final inspection.
1-05.11(2) Final Completion and Acceptance
When the Contractor considers the work physically complete and ready for final inspection, including
site demobilization, restoration, submitting of any record document or inspection reports, the Contractor by written notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final inspection
and the Engineer will notify the Contractor in writing of all particulars in which the final inspection reveals the work incomplete or unacceptable (punchlist). The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently, and without interruption until completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected and the Work is physically complete.
If action to correct the listed deficiencies is not initiated within seven (7) calendar days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7.
The Contractor will not be allowed an extension of contract time because of a delay in the performance of the work attributable to the exercise of the Engineer’s right hereunder.
Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was accepted and considered to have obtained Final Completion. That date shall constitute the Final Completion Date of the contract.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Final Completion Date a complete and operable system. Therefore, when the work involves the installation of machinery or other mechanical
equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar work it may be desirable for the Engineer to have the Contractor operate and test the work for a period of time after final inspection but prior to the Final Completion Date. Whenever items of work are listed in the Contract Provisions for operational testing, they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Final Completion Date. During and following the test period, the Contractor shall correct any items of
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workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during
this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Final Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer.
The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal.
Operational and test periods, when required by the Engineer, shall not affect a manufacturer’s guaranties or warranties furnished under the terms of the contract.
1-05.12 Final Acceptance
(City of Bremerton GSP) Delete the third and fourth sentences of the first paragraph of Section 1-05.12. Add the following new section:
1-05.12(1) One-Year Guarantee Period
(March 8, 2013 APWA GSP)
The Contractor shall return to the project and repair or replace all defects in workmanship and material discovered within one (1) year after Final Completion Date of the Work. The Contractor shall start work to remedy any such defects within seven (7) calendar days of receiving Contracting Agency’s written notice of a defect and shall complete such work within the time stated in the Contracting Agency’s notice. In case of an emergency, where damage may result from delay or where loss of services may result, such corrections may be made by the Contracting Agency’s own forces or another
contractor, in which case the cost of corrections shall be paid by the Contractor. In the event the Contractor does not accomplish corrections within the time specified, the work will be otherwise accomplished and the cost of same shall be paid by the Contractor.
When corrections of defects are made, the Contractor shall then be responsible for correcting all defects in workmanship and materials in the corrected work for one (1) year after acceptance of the corrections by Contracting Agency.
This guarantee is supplemental to and does not limit or affect the requirements that the Contractor’s work comply with the requirements of the Contract or any other legal rights or remedies of the
Contracting Agency.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
1-05.14 Other Contracts or Other Work
(City of Bremerton GSP)
This Section is supplemented with the following:
It is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the course of this project and will require coordination of the Work:
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• The City will replace certain water meters and radios per a replacement schedule prior to start of construction. The meter and connection sizes will remain the same per Plans.
• City utility crews will be onsite to operate valving and to perform the wet tap of the existing water main on Rocky Point Drive NW.
• Cascade Natural Gas will be onsite to replace/relocate existing services in conflict.
• Puget Sound Energy will be onsite to protect existing overhead lines by shielding or de-energizing the line.
1-05.15 Method of Serving Notices
(March 25, 2009 APWA GSP)
Revise the second paragraph to read:
All correspondence from the Contractor shall be directed to the Project Engineer. All correspondence
from the Contractor constituting any notification, notice of protest, notice of dispute, or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project Engineer's office. Electronic copies such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract.
(******)
Add the following new section:
1-05.16 Water, Sanitary Facilities, and Power
(City of Bremerton GSP)
The Contractor shall make necessary arrangements and shall bear the costs for supplying power for the performance of the work.
The Contractor shall provide and maintain self-contained portable sanitary facilities for the Contractor’s, subcontractor’s, City’s engineering consulting firm, and City use. The facilities shall comply with all federal, state, and local regulations and shall be serviced, cleaned, and disinfected
weekly.
The Contractor is permitted to use water supplied from City hydrants along Marine Dr. during the work. Not all fire hydrants will be available for use for cleaning, lining, or any other construction activities
associated with this project. Prior to construction activities, it shall be the Contractor’s responsibility to verify which hydrants will be available by contacting the City. The Contractor shall use only those hydrants designated by the City. Hydrants that are installed with this project may only be utilized after
water main testing and approved by the City.
A hydrant meter and backflow preventer assembly must be installed at the hydrant prior to usage. The meter and assembly will be supplied and installed by City staff at a hydrant to be designated by the Contractor. No charge for water will be made unless there is obvious waste. The Contractor may relocate the meter and assembly as needed to other hydrants during the work. The Contractor is solely responsible for security and protection of the meter and assembly at all times during the work.
To obtain a meter and assembly, coordinate directly with the City Inspector or Project Manager. Fees and a deposit per the City’s most current Assessments, Rates, Fees and Charges will apply; this can be
viewed on the City’s website. The deposit will be returned upon completion of the project if the hydrant
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meter and assembly is returned undamaged. Costs for suppling temporary utilities shall be incidental to the project construction.
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Add the following new section:
1-05.17 Oral Agreements
No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency.
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Add the following new section:
1-05.18 Record Drawings
The Contractor shall maintain one set of full size plans (22”x34”) for Record Drawings, updated with clear and accurate, red-lined field revisions on a daily basis, and within two (2) business days after receipt of information that a change in Work has occurred. The Contractor shall not conceal any work
until the required information is recorded.
This Record Drawing set shall be used for this purpose alone, shall be kept separate from other Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept on site
at the Contractor’s field office and shall be available for review by the Contracting Agency at all times. The Contractor shall bring the Record Drawings to each progress meeting for review.
The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the computer-aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings for the Contracting
Agency without further investigative effort by the Contracting Agency.
The Record Drawing markups shall document all changes in the Work, both concealed and visible.
Items that must be shown on the markups include but are not limited to:
• Actual dimensions, arrangement, and materials used when different than shown in the Plans.
• Changes made by Work Change Directive, Change Order, or Field Order.
• Changes made by the Contractor.
• Accurate horizontal and vertical locations of storm sewer, sanitary sewer, water mains and other water appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, landscaping areas, building footprints, channelization and pavement markings, etc. Include pipe invert elevations, top of castings (manholes, inlets, etc.).
Making Entries on the Record Drawings:
• Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming to the following color code:
• Additions - Red
• Deletions - Green
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• Comments - Blue
• Dimensions - Graphite
• Provide the applicable reference for all entries, such as the change order number, the request for
information (RFI) number, or the approved shop drawing number.
• Date all entries.
• Clearly identify all items in the entry with notes similar to those in the Contract Drawings (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.).
The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction of built conditions, and in conformance with the requirements detailed above. The Contractor shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of the Record
Drawings is one of the requirements for achieving Final Completion.
Payment will be made for the following bid item:
“Record Drawings (Min. Bid $2000)”, lump sum.
Payment for this item will be made after the City has accepted both the surveyed As-Builts per Section 1-05.4 and Record Drawings per this Section following Substantial Completion.
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at
least that amount.
Approved Record Drawing will be required prior to Final Completion.
Notifications of any change conditions, claims, or protest shall follow the requirements of the Standard Specifications. Information contained within the Construction Daily report will not be considered as the required notifications of the Standard Specifications.
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Add the following new section:
1-05.19 Preconstruction Photographs
The City will take preconstruction photographs and/or videos immediately prior to issuance of Notice to Proceed in order to provide a substantiated record of the existing conditions for Marine Dr. right of way and private property associated with the Work located outside of right of way.
These photographs and/or videos shall be considered as indicative of the nature of the original improvements in determining the adequacy or inadequacy of restoration.
1-06 CONTROL OF MATERIAL
1-06.1 Approval of Materials Prior to Use
(City of Bremerton GSP) Delete the 2nd sentence of the first paragraph.
1-06.4 Handling and Storing of Materials
(City of Bremerton GSP) This Section is supplemented with the following:
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Contractor shall use City right of way to store material, equipment, and supplies in a manner that does not impact traffic, drainage ditches, or interfere with other agency activities (e.g. school bus, transit,
mail carriers, and waste disposal). Note that the right of way near West Marine Dr. has available area.
The City has begun discussions with the property owners for the following staging areas:
1. Parcel # 152401-2-137-2002 2. Parcel #152401-2-146-2001 west of Marine Dr. 3. Parcel # 152401-2-098-2009 4. Parcel # 3791-000-016-0009 west of Marine Dr. 5. Parcel # 3791-000-015-0000 6. Parcel # 3791-000-014-0100
7. Parcel # 3792-000-006-0109 8. Parcel # 3761-000-022-0007
In the event that City negotiations are not successful, the Contractor will be required to provide off-site
storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility to secure all off-site storage areas, if needed, and shall include the costs and agreements for providing such storage areas in the Proposal for the individual equipment and
material bid items requiring off-site storage. All off-site storage areas shall be fenced, secure and have access restricted or withheld from the general public. All costs related to staging shall be incidental to “Mobilization”.
1-06.6 Recycled Materials
(January 4, 2016 APWA GSP) Delete this section, including its subsections, and replace it with the following:
The Contractor shall make their best effort to utilize recycled materials in the construction of the project. Approval of such material use shall be as detailed elsewhere in the Standard Specifications.
Prior to Physical Completion the Contractor shall report the quantity of recycled materials that were utilized in the construction of the project for each of the items listed in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. utilization of on-site material and aggregates from concrete returned to the supplier). The Contractor’s report shall be provided on DOT form 350-075 Recycled Materials Reporting.
1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
1-07.1 Laws to be Observed
(October 1, 2005 APWA GSP)
Supplement this section with the following: In cases of conflict between different safety regulations, the more stringent regulation shall apply.
The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA).
The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and
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make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor’s care, persons, including employees, who may have been injured on the project site. Employees should
not be permitted to work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor’s care.
The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor’s plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the conditions of the project site, including safety for all persons and property in the performance of the work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor’s performance does not, and shall not, be intended to include review and adequacy of the Contractor’s safety measures in, on, or near the project site.
Section 1-07.1 is supplemented with the following:
As COVID-19 continues to impact Washington State, the City of Bremerton and its Contractor will need to continue to take the steps mandated by law to stop and slow the spread of the virus to protect the public. As of date, Washington State has restrictions, including mandates regarding social
distancing and worker protection, that may have an impact on the execution of this project. No adjustments to contract price will be made because of these restrictions. Contractors are solely responsible for educating themselves regarding all such applicable requirements and for taking current local, state, and federal restrictions into account. The Contractor must take measures (e.g. social distancing, wearing protective gear, etc.) to ensure the safety and of their workers, City of Bremerton staff, project consultants, agencies, and the public in the immediate vicinity of the project site as it
relates to coronavirus.
Kitsap County is currently in Phase 3 of the Healthy Washington – Roadmap to Recovery phased plan approach for COVID-19 recovery, issued on April 12, 2021. The requirements of the Phase 2 Construction COVID-19 Job Site Requirements issued by the Governor’s Office, as part of the previous four-phased approach to reopening Washington state as decreed in Proclamation 20.25, are still in effect and this document has been included as Appendix A for reference but is not an exhaustive list of requirements. The Contractor is encouraged to visit www.coronavirus.wa.gov, www.cdc.gov, and wa.gov for the most current information.
In response to COVID-19, the Contractor shall prepare a project specific COVID-19 Health and Safety Plan (CHSP) in conformance with Section 1-07.4 and the Washington State Governor’s Phase 2 Construction Restart COVID-19 Job Site Requirements. A copy of the CHSP developed by the
Contractor shall be submitted to the Engineer as a Type 2 Working Drawing.
1-07.2 State Taxes
Delete this section, including its sub-sections, in its entirety and replace it with the following:
1-07.2 State Sales Tax
(June 27, 2011 APWA GSP)
The Washington State Department of Revenue has issued special rules on the State sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability.
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The Contractor shall include all Contractor-paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this
exception.
The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Project) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not.
Any amount so deducted will be paid into the proper State fund.
1-07.2(1) State Sales Tax — Rule 171
WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined
sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lighting system. For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract
amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work.
1-07.2(2) State Sales Tax — Rule 170
WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to, the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation.
For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each
payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception.
Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount.
1-07.2(3) Services
The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138
and 244).
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1-07.4 Sanitation
1-07.4(2) Health Hazards
Section 1-07.4(2) is supplemented with the following:
COVID-19 Job Site Requirements: Prior to commencing construction activity on the project, the Contractor shall develop and implement a project-specific written COVID-19 Health and Safety Plan
(CHSP) and shall comply with the requirements and guidelines described in the document from the Governor’s office titled: “Construction COV-19 Job Site Requirements.” This document has been included in Appendix A. Cost for development and implementation of the plan shall be incidental to all
other costs.
The CHSP shall be based on the most current State and Federal requirements. If the State or Federal requirements are revised, the CHSP shall be updated as necessary to conform to the current
requirements.
The Contractor shall update and resubmit the CHSP as the work progresses and new activities appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on any activity shall cease if conditions prevent full compliance with the CHSP.
The CHSP shall address the health and safety of all people associated with the project including Contracting Agency workers in the field, Contractor personnel, consultants, project staff, subcontractors, suppliers, and anyone on the project site, staging areas, or yards.
The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The Engineer (or designee) will conduct periodic compliance inspections on the project site, staging areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer becomes
aware of a noncompliance incident either through a site inspection or other means, the Contractor will be notified immediately. The Contractor shall immediately remedy the noncompliance incident or suspend all or part of the associated work activity. The Contractor shall satisfy the Engineer that the
noncompliance incident has been corrected before the suspension will end.
All costs related to the CHSP shall be incidental to “Mobilization”.
1-07.6 Permits and Licenses
Section 1-07.6 is supplemented with the following: (City of Bremerton GSP)
The Contractor shall obtain all permits and licenses necessary to complete the Work. Some of the
necessary permits shall include:
• City of Bremerton Right of Way Permit
• City of Bremerton Business License
1-07.7 Load Limits
Section 1-07.7 is supplemented with the following: (March 13, 1995 WSDOT GSP)
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If the sources of materials provided by the Contractor necessitates hauling over roads other than State Highways, the Contractor shall, at the Contractor's expense, make all arrangements for the use of the
haul routes.
1-07.9 Wages
1-07.9(5) Required Documents
(January 3, 2020 APWA GSP) Delete this section and replace it with the following:
General
All “Statements of Intent to Pay Prevailing Wages”, “Affidavits of Wages Paid” and Certified Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be submitted to the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system.
Intents and Affidavits
On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the
Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has provided Work and materials for the Contract:
1. The approved “Statement of Intent to Pay Prevailing Wages” State L&I’s form number F700-
029-000. The Contracting Agency will make no payment under this Contract until this statement has been approved by State L&I and reviewed by the Engineer. 2. The approved “Affidavit of Prevailing Wages Paid”, State L&I’s form number F700-007-000.
The Contracting Agency will not grant Completion until all approved Affidavit of Wages paid for the Contractor and all Subcontractors have been received by the Engineer. The Contracting Agency will not release to the Contractor any funds retained under RCW 60.28.011 until “Affidavit of Prevailing Wages Paid” forms have been approved by State L&I and all of the approved forms have been submitted to the Engineer for every firm that worked on the Contract.
The Contractor is responsible for requesting these forms from State L&I and for paying any fees required by State L&I.
Certified Payrolls
Certified payrolls are required to be submitted by the Contractor for themselves, all Subcontractors, and all lower tier subcontractors. The payrolls shall be submitted weekly on all Federal-aid projects and
no less than monthly on State funded projects.
Penalties for Noncompliance
The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or all payments may be withheld until compliance is achieved. In addition, failure to provide these payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal regulations (29 CFR 5.12).
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1-07.13 Contractor’s Responsibility for Work
1-07.13(1) General
(City of Bremerton GSP) Section 1-07.13(1) is supplemented with the following:
It shall be the responsibility of the Contractor to coordinate all work to be performed under this Contract, including the ordering and acquisition of all equipment and materials. This coordination shall encompass all work to be performed by the Contractor, their subcontractor, the City of Bremerton, and any public utilities that may be involved.
The Contractor shall submit a performance bond in accordance with the City of Bremerton, State of Washington, Public Works performance and payment bond requirements. The performance bond shall be in the full amount of Contract.
Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of materials, equipment, and workmanship, they nevertheless shall be so guaranteed against mechanical, structural, or other defects for which the Contractor is responsible that may develop or become evident within a period of one (1) year from and after acceptance of the work by the City. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such extent as to require
refilling or resurfacing roadway surfaces to restore the original or intended condition or grade.
This guarantee shall be understood to imply prompt attention to any remedy of such defects as those mentioned above if and as they occur after the Contractor shall have written notice of their existence.
If the defect, in the opinion of the City, is of such nature as to demand immediate repair, the City shall have the right to correct and cost thereof shall be borne by the Contractor.
To support the above guarantee, the Contractor’s performance bond shall remain in full force and effect for one (1) year following the acceptance of the Project by the City. The bond shall be executed by a surety company authorized to do business within the State of Washington and it shall be subject to the approval of the attorney for the City.
1-07.13(4) Repair of Damage
Section 1-07.13(4) is revised to read: (August 6, 2001 WSDOT GSP)
The Contractor shall promptly repair all damage to either temporary or permanent work as directed by the Engineer. For damage qualifying for relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3),
payment will be made in accordance with Section 1-04.4. Payment will be limited to repair of damaged work only. No payment will be made for delay or disruption of work.
1-07.16 Protection and Restoration of Property
1-07.16(1) Private/Public Property
(City of Bremerton GSP) Section 1-07.16(1) is supplemented with the following
Asphalt concrete pavement, bituminous surfacing, and landscaping outside the project area as defined in the Plans that is disturbed by construction activities shall be restored to original condition at no additional cost to the City. Asphalt pavement restoration shall comply with the provisions of Section
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5-04 (Hot Mix Asphalt) of the Standard Specifications and City of Bremerton Design & Construction Standards. A separate Right of Way permit from the City of Bremerton will be required for areas outside
the project area but within City right of way. Contractor will be required to coordinate with both the City and Property Owner for disturbances outside the project limits and right of way.
All other surfaces, fences, signs, mailboxes, irrigation systems, etc., disturbed by the project and not addressed in the Contract Documents shall be promptly replaced or relocated to original or better than condition.
The Contractor shall restore all landscaping disturbed by the Work in conformance with Section 8-02.
All costs associated with Protection and Restoration of Property, as described under Section 1-07.16, shall be considered incidental to the project.
1-07.16(2) Vegetation Protection and Restoration
(City of Bremerton GSP)
This section is to be supplemented with the following:
There are instances where existing shrubs, plants, or other landscaping will be in conflict with the proposed improvements; this also includes trees not called out for removal or do not have specific Work instructions but impact the proposed improvements.
In these instances of conflicts with the Work located on private property or within the right of way consisting of private improvements, Contractor shall inform the abutting property owner of the conflict and coordinate with the property owner and City regarding removal, relocation, and replanting, or
temporarily replanting at an alternate location then replanting at the original location after the improvement with which it conflicted has been constructed.
For instances where the vegetation cannot be replanted at the preconstruction location, the Inspector
and/or Project Manager will coordinate with the adjacent property owner and provide direction to the Contractor regarding removal, replanting, etc.
The Contractor shall take care when excavation occurs adjacent to any tree or shrub that is not to be removed. Roots over two (2) inches in diameter shall remain in place intact, be tunneled under, and worked around unless otherwise stated in the contract plans. Damaged roots over one (1) inch in diameter shall be cut cleanly and allowed to dry prior to backfill. All cut roots and organics shall be removed from excavations.
Large trees are adjacent to the proposed improvements. Minor excavations within seven (7) feet of the
trunk of these trees where roots under two (2) inches in diameter that are in conflict with the proposed improvements as determined by the Engineer shall be saw cut at the trench soil wall. Roots over two (2) inches in conflict with proposed improvements shall require arborist supervision upon City approval
to determine whether roots can be cut, trimmed, etc.
Removal of trees shall be per Section 2-01.5.
The Contractor is advised that protecting existing private improvements from damage during
construction is a requirement of the Contract and does not constitute a basis for claim or extra working days.
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The Contractor is specifically reminded that any unnecessary damage, as determined at the sole discretion of the Engineer, caused by construction activities will be repaired or replaced at the
Contractor’s sole expense.
1-07.16 (6) Public Notification Prior to Work
(City of Bremerton GSP)
Add the following new subsection
NOTIFICATION IMMEDIATELY PRIOR TO WORK: The Contractor shall notify the Project Inspector and/or Project Manager a minimum one (1) week prior to construction activity on each individual property (may be a group of properties). The Contractor shall contact all property tenants, via flyer or door hanger, a minimum of 48 to 72 hours prior to entering private property to perform work.
The Contractor shall submit a draft of the property owner notification to the City for review at least seven (7) calendar days prior to the first distribution. Following City approval of the notification
document, the same template can be utilized by the Contractor for notification of the same type of work (e.g. service line replacement notification only needs one (1) review by the City for all the project notifications for service line replacement). Contractor must provide submittals for City review for each
type of different work activity (e.g. driveway impacts versus water outage).
The notification shall advise the owners and tenants of the type of work (e.g. service line replacement, water outage, restricted access, etc.), impacts, schedule, and indicate the Contractor’s name, contact
person and telephone numbers; as well as the Engineer and Inspector contact information.
The City is required to notify customers involved or affected by water service interruption. The Contractor shall notify the Project Manager in writing of water main cut-ins and water main outages at a minimum of two weeks prior. This is due to the nature of the Marine Dr. watermain as all customers north of any tie-in will be without water and will require more lead time in creating door hangers, post cards, etc. The Contractor will be responsible for informing customers affected by water cut-in
connections to existing mains and all water outages.
Contractor shall provide residents a minimum two (2) working day written notice prior to driveway closures.
Contractor shall provide Owner and residents a minimum three (3) working day written notice prior to utility shutoffs.
All costs associated with developing and providing property owner notifications will not be measured for payment but shall be considered incidental to the project.’
1-07.17 Utilities and Similar Facilities
(City of Bremerton GSP)
Section 1-07.17 is supplemented with the following:
Contractor shall maintain operational service to all public utilities in as continuous a manner as possible.
Where services are to be shut down, Contractor shall notify affected parties in writing a minimum of three (3) working days in advance of the time and period of shutdown unless otherwise stated in the Special Provisions. Contractor shall make every effort to schedule shutdowns to periods of anticipated
minimum usage. No utility shall be allowed to be shut down for more than four (4) hours per day. Should a shutdown of any City owned utility be required for a period in excess of four (4) hours, the
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City shall, at no cost to itself, require the Contractor to provide temporary service at the Contractor’s expense. The method of temporary utility service shall be approved by the City before implementation.
Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification.
The Contractor shall give forty-eight (48) hours’ notice to all utility companies/agencies involved where work is to take place and in all other respects comply with the provisions of Chapter 19.122 RCW. Notice shall include, but not be limited to, the utility companies/agencies serving the area.
The following telephone numbers of utility companies known or suspected of having facilities within the project limits are supplied for the Contractor’s convenience:
UTILITY CONTACT TABLE
UTILITY UTILITY NAME CONTACT TELEPHONE #
Within City of Bremerton, Department of Public Works and Utilities (PWU)
Sanitary Sewers PWU Darrell Clauson (360) 473-5479
Bill Davis (360) 473-2312
Storm Sewers PWU Darrel Clauson (360) 473-5479
Gunnar Fridriksson (360) 473-5758
Water PWU Bob Zurbrugg (360) 473-5249
Bill Davis (360) 473-2312
Streets PWU Colen Corey (360) 473-5838
Shane Weber (360) 473-2354
Contact City Engineer Ned Lever at (360) 473-2398 if unable to contact PWU individuals above.
OTHER UTILITIES
Power Puget Sound Energy Errol Burgos (425) 324-5341
Telephone/Internet CenturyLink Dioni Cariaga (206) 733-5261
Natural Gas Cascade Natural Gas Shawn O’Neill (360) 328-6845
Cable TV/Internet Comcast Jim LeCompte (253) 896-5688
If any damage is done to an existing utility, the Contractor shall notify an authority of the particular utility company involved, who will dispatch a crew to repair the damages at the Contractor’s expense or authorize the Contractor to repair the damage at his/her (the Contractor’s) expense. The Contractor
shall repair all damaged City-owned utilities in accordance with the Contract Documents. The
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Contractor shall immediately notify the City of Bremerton Construction Inspector when any damage occurs to any existing utility.
All costs associated with coordinating with and accommodating utilities will not be measured for payment but shall be considered incidental to and included with the lump sum cost for “Mobilization”.
Add the following new subsection:
1-07.17A Contractor’s Responsibility for Utility Properties and Services
(City of Bremerton GSP)
Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, fiber optic, communications utilities, power, oil, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended until all arrangements necessary for the protection
of these utilities and services have been made by the Contractor.
The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, guy wires and anchors), television, fiber optics, communications utilities, power (including poles, guy wires, and
anchors), oil, gas, water, sewer, storm sewer, or irrigation systems from damage. If interfering railway, telegraph, telephone (including poles, guy wires, and anchors), television, fiber optics, communications utilities, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or
irrigation systems are encountered notify the Engineer and the appropriate utility company at least two working days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. The Contractor shall pay all costs of protecting and/or
relocation of such facilities.
In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair subject to determination of responsibility. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted.
In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through,
only after obtaining prior approval of the City. All work and repairs to the existing live water system shall be performed by City forces only. The services will be restored with similar or equal materials.
The Contractor shall replace, at his own expense, any and all other existing utilities or structures
removed or damaged during construction, unless otherwise provided for in these Contract Documents or ordered by the Engineer. Damages to the City’s existing live water system as a result of the Work shall be repaired and/or may be replaced by the City forces only and the City shall deduct the entire
cost of such repair and/or replacement Work from sums due, or to become due, to the Contractor. All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials.
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1-07.18 Public Liability and Property Damage Insurance
Delete this section in its entirety, and replace it with the following:
1-07.18 Insurance
(City of Bremerton GSP)
1-07.18(1) General Requirements
A. The Contractor shall procure and maintain the insurance described in all subsections of section 1-07.18 of these Special Provisions, from insurers approved by the State Insurance commissioner pursuant to RCW Title 48 with a current A. M. Best’s Key Rating Guide of not less than A-: VII and licensed to do business in the State of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or reject the insurance provided, based on the insurer’s financial condition, terms and coverage, the Certificate of Insurance, and/or endorsements.
B. The Contractor shall keep this insurance in force without interruption from the commencement of the Contractor’s Work through the term of the Contract and for thirty (30) days after the
Final Completion date, unless otherwise indicated below. C. If any insurance policy is written on a claims made form, its retroactive date, and that of all
subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made, and state the retroactive date. Claims-made form coverage shall be maintained by the Contractor for a minimum of 36 months following the Completion Date or earlier termination of this Contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting period (“tail”) or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. D. The insurance policies shall contain a “cross liability” provision.
E. The Contractor’s and all subcontractors’ insurance coverage shall be primary and non-contributory insurance as respects the Contracting Agency’s insurance, self-insurance, or insurance pool coverage and shall contain a waiver of subrogation against the Contracting
Agency for claims arising out of any operations, liabilities and obligations to which coverage applies. Any insurance, self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be excess of the Contractor’s insurance and shall not contribute with
it. F. The Contractor shall provide the Contracting Agency and all additional insureds with written notice of any policy cancellation, within two (2) business days of their receipt of such notice. G. Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s). H. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency.
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I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a
material breach of contract, upon which the Contracting Agency may, after giving five business days’ notice to the Contractor to correct the breach, immediately terminate the Contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the Contract and no additional payment will be made.
1-07.18(2) Additional Insured
All insurance policies, with the exception of Workers Compensation, and of Professional Liability and
Builder’s Risk (if required by this Contract) shall name the following listed entities as additional insured(s) using the forms or endorsements required herein:
• The Contracting Agency and its officers, elected officials, employees, agents, and volunteers
The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor, irrespective of whether such limits maintained by the Contractor are greater than
those required by this Contract, and irrespective of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those maintained by the Contractor.
For Commercial General Liability insurance coverage, the required additional insured endorsements
shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.
1-07.18(3) Subcontractors
The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that complies with all applicable requirements of the Contractor-provided insurance as set forth herein.
The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) as
additional insureds and provide proof of such on the policies as required by that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency evidence of insurance and copies of the additional insured endorsements of each Subcontractor of every tier as required in 1-07.18(4) Evidence of Insurance.
1-07.18(4) Evidence of Insurance
The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the
insurance documentation provided shall not be construed as a waiver of Contractor’s obligation to maintain such insurance.
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Verification of coverage shall include:
1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead of a separate endorsement. 3. Any other amendatory endorsements to show the coverage required herein. 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy these
requirements – actual endorsements must be submitted.
Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a full
and certified copy of the insurance policy(s). If Builders Risk insurance is required on this Project, a full and certified copy of that policy is required when the Contractor delivers the signed Contract for the work.
1-07.18(5) Coverages and Limits
The insurance shall provide the minimum coverages and limits set forth below. Contractor’s maintenance of insurance, its scope of coverage, and limits as required herein shall not be construed to
limit the liability of the Contractor to the coverage provided by such insurance, or otherwise limit the Contracting Agency’s recourse to any remedy available at law or in equity.
All deductibles and self-insured retentions must be disclosed and are subject to approval by the
Contracting Agency. The cost of any claim payments falling within the deductible or self-insured retention shall be the responsibility of the Contractor. In the event an additional insured incurs a liability subject to any policy’s deductibles or self-insured retention, said deductibles or self-insured retention shall be the responsibility of the Contractor. Failure of the Contracting Agency to demand such verification of coverage with these insurance requirements or failure of Contracting Agency to identify a deficiency from the insurance documentation provided shall not be construed as a waiver of
the Contractor’s obligation to maintain such insurance.
Builder’s Risk insurance is not required for this project.
1-07.18(5)A Commercial General Liability
Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO occurrence form CG 00 01, including but not limited to liability arising from premises, operations, stop
gap/employers’ liability, independent contractors, products-completed operations, personal and advertising injury, and liability assumed under an insured contract. There shall be no exclusion for liability arising from explosion, collapse, or underground property damage.
The Commercial General Liability insurance shall be endorsed to provide a per project general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement.
Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor’s
completed operations for at least three years following Substantial Completion of the Work.
Such policy must provide the following minimum limits:
$1,000,000 Each Occurrence
$2,000,000 General Aggregate
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$2,000,000 Products & Completed Operations Aggregate $1,000,000 Personal & Advertising Injury each offence
Stop Gap/Employer’s policy must provide the following minimum limits:
$1,000,000 Each Accident $1,000,000 Disease – Policy Limit
$1,000,000 Disease – Each Employee
1-07.18(5)B Automobile Liability
Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 endorsements.
Such policy must provide the following minimum limit:
$1,000,000 Combined Single Limit – Each Accident
1-07.18(5)C Workers’ Compensation
The Contractor shall comply with Workers’ Compensation coverage as required by the Industrial Insurance laws of the State of Washington.
1-07.18(5)D Excess or Umbrella Liability
The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1) million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage.
This requirement may be satisfied instead through the Contractor’s primary Commercial General and Automobile Liability coverage, or any combination thereof.
1-07.18(5)E Pollution Liability
The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury, property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation, disposal, or other handling of pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: 1. Contractor’s operations related to this project; and/or 2. Remediation, abatement, repair, maintenance or other work with lead-based paint or materials
containing asbestos; and/or 3. Transportation of hazardous materials away from any site related to this project.
Such Pollution Liability policy shall provide the following minimum coverage:
• $1,000,000 Each Loss and Annual Aggregate
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1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic
(City of Bremerton GSP) The second paragraph of Section 1-07.23(1) is revised to read:
To disrupt public traffic as little as possible, the Contractor shall permit traffic to pass through the work with the least possible inconvenience or delay. The Contractor shall maintain existing streets and walking paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor’s operations shall be repaired at the Contractor’s expense. Deficiencies not caused by the Contractor’s operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency’s expense. The Contractor shall also maintain streets and walking paths adjacent to the project limits when affected by the Contractor’s operations. The Contractor shall perform the following:
1. Coordinate all driveway closures and paving/pouring with the Inspector and property owners
and obtain approval from both. This provision includes coordination for impacts to driveways (e.g., paving half of driveway for access to remain then paving the other half at a later date/time). All driveways that have had hardscape removed or grinded shall have a compacted
CSTC ramp installed to ensure a smooth transition until the driveway work is complete. a. In the event that a driveway width is too small to accommodate paving segments of the driveway approach, Contractor shall coordinate with both the City and resident regarding temporary access options from both vehicular and pedestrian standpoints. Options may include parking across the street or in a neighbor’s driveway, keeping vehicle within the property, paving at a later date/time, etc. b. Contractor shall provide temporary CSTC driveways ramps during construction at the Inspector’s direction. 2. Remove or repair any condition resulting from the work that might impede traffic or create a hazard. 3. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency’s expense, except those damaged due to the Contractor’s operations. If permanent signing cannot be maintained, then temporary traffic control devices shall be used in lieu to accomplish the same signing intent.
4. Keep drainage structures clean to allow for free flow of water. This shall be accomplished by inlet protection on all open grate structures and culvert inlets/outlets. Cleaning of existing drainage structures will be at the Contracting Agency’s expense when approved by the
Engineer, except when flow is impaired due to the Contractor’s operations.
The Contractor shall notify all property owners and tenants of restrictions that may interfere with their access. Notification shall be at least 48 hours in advance for residential property, and at least 72 hours in advance for commercial property. See heading ‘Intersection of Rocky Point Road Northwest and Marine Drive’ in this section for additional notification time regarding Portable Changeable Message Sign(s) and potential road closure with detour.
Emergency traffic, such as police, fire, and disaster units, shall be provided access at all times. In addition, the Contractor shall coordinate construction activities with all waste disposal firms, United States Postal Service, Bremerton School District bus services, and Kitsap Transit bus services that may be operating in the project area.
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If street closures or lane restrictions, not provided for in the Specifications, are allowed subsequent to award of the contract, an equitable adjustment of the Contract amount shall be negotiated.
Supplement this Section with the following:
Pedestrian Control and Protection
When the work area encroaches upon a sidewalk, walkway or crosswalk area, special consideration must be given to pedestrian safety. Maximum effort must be made to separate pedestrians from the work area. Protective barricades, fencing, pathways, and bridges, together with warning and guidance devices and signs, shall be utilized so that the passageway for pedestrians is safe and well defined. Whenever pedestrian walkways are provided across excavations, they shall be provided with suitable handrails. Footbridges shall be safe, strong, free of bounce and sway, have a slip resistant coating, and
be free of cracks, holes, and irregularities that could cause tripping. Ramps shall be provided at the entrance and exit of all raised footbridges, again to prevent tripping. Adequate illumination and reflectorization shall be provided during hours of darkness. All walkways shall be maintained with at least four (4) feet clear width with five (5) foot wide passing zones as specified below.
Where walks are closed by construction, an alternate walkway shall be provided, preferably within the planting strip or adjacent to the shoulder.
Where it is necessary to divert pedestrians into the roadway, jersey-style barricades shall be provided to separate the pedestrian walkway from the adjacent vehicular traffic lane. At no time shall pedestrians be diverted into a portion of a street used concurrently by moving vehicular traffic.
At locations where adjacent alternate walkways cannot be provided, appropriate signs shall be posted at the limits of construction and in advance of the closure at the nearest crosswalk or intersection to divert pedestrians across the street. If there are no nearby crosswalks or intersection, Contractor shall
provide for pedestrian movements with traffic control.
Physical barricades shall be installed to prevent visually impaired people from inadvertently entering a closed area. Pedestrian walkways shall be wheelchair accessible at all times. Pedestrian access shall be maintained to all properties adjacent to the construction site.
Pedestrian-Related Elements of the Traffic Control Plan
The Traffic Control Plan shall outline how pedestrian routes and access points will be maintained through the project site for the duration of construction. Traffic Control Plan elements regarding pedestrian routes and access shall address the following:
• All pedestrians, including persons with disabilities, shall be provided with a safe and accessible route through or around the project site.
• A smooth, continuous hard surface shall be provided throughout the entire length and width of the pedestrian route throughout construction.
• The width of the existing pedestrian facility shall be maintained if possible. When it is not possible to maintain a minimum width of 60-inches throughout the entire length of the pedestrian route, a minimum width of 48-inches shall be provided with 60-inch x 60-inch passing zones spaced at
maximum intervals of 200-feet to allow individuals in wheelchairs to pass.
• Traffic control devices and other construction materials and features shall not intrude into the usable width of the sidewalk, alternate accessible pedestrian route, or other pedestrian facility.
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• Signs and other devices mounted lower than 84-inches above the temporary accessible pedestrian route shall not project more than 4-inches into the accessible pedestrian route.
• When channelization is used to delineate a pedestrian pathway, a continuous detectable edging shall be provided throughout the length of the facility such that pedestrians using a cane can follow it. Edging shall protrude at least six (6) inches above the surface of the sidewalk or pathway with the bottom of the edging a maximum of 2-1/2 inches above the surface.
• Temporary ramps shall be provided when an alternate accessible pedestrian route crosses a curb and no permanent curb ramps are in place. The width of the curb ramp shall be a minimum of 48-inches and the maximum slope of the ramp shall be 8.0%. The maximum cross slope shall be 1.5%.
• When possible, an alternate accessible pedestrian route shall be provided on the same side of the street as the disrupted route. When it is not possible, the alternate route shall be clearly identified
at the nearest intersection crossing prior to the closure area.
• Information regarding closed pedestrian routes, alternate crossings, and sign and signal information
shall be communicated to pedestrians with visual disabilities by providing devices such as audible information devices, accessible pedestrian signals, or barriers and channelizing devices that are detectable to the pedestrians traveling with the aid of a cane or who have low vision.
• It is desirable that pedestrians cross to the opposite side of the roadway at intersections rather than mid-block. Pedestrians shall be crossed at an intersection unless approved by the City. Appropriate
signing shall be placed at the intersections prior to any pedestrian route closure.
• If not otherwise stated in the Contract provisions, access to transit stops shall be provided and maintained at all times. Transit stops may be temporarily relocated with approval of the transit agency and the Engineer.
At locations where adjacent alternate walkways cannot be provided, appropriate signs shall be posted
at the limits of construction and in advance of the closure at the nearest crosswalk or intersection, to divert pedestrians across the street. Physical barricades shall be installed to prevent visually impaired people from inadvertently entering a closed area.
Contractor shall ensure residents can safely access mailboxes and waste receptables during the project. Contractor shall provide safe access for school children existing and entering school buses.
Lane Closures
Lane closures are subject to the following restrictions:
Lane restrictions shall be held to a minimum time and length needed for each operation. If the Engineer determines that the lane restrictions are causing congestion, the Contractor will be required to open all
lanes to traffic until congestion is eliminated. Full roadway closures are not allowed unless otherwise stated in this Section. Lane closures will be permitted only during working hours and only one (1) lane closures are permitted not including intersections which are addressed specifically in this Section.
There shall be no delay to medical, fire, police, or other emergency vehicles with flashing lights and sirens. The Contractor shall alert flaggers and personnel of the requirement.
If the Engineer determines that permitted closure hours adversely affect traffic, the Engineer may adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in closure hours.
Lane closures are not allowed non-working days. Lane closures shall be opened by the end of each working day to allow for two (2) lane vehicular travel.
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Following are site/intersection-specific traffic control constraints and intersections shall not be closed unless otherwise stated:
Intersection of Rocky Point Road Northwest and Marine Drive:
Marine Dr. west of this intersection and east of Lower Marine Dr. can be closed temporarily for water main installation and paving work but must reopen by the end of each work day. A road closure traffic control plan and detour route(s) (See Lower Marine Dr. for detour route) must be in place and approved by the City prior to closing Marine Dr. Contractor shall provide a two (2) week notice to the City prior to shutdown. Two Portable Changeable Message Signs shall be installed and in place a minimum three (3) Working Days prior to shut down. The Portable Changeable Message Signs shall provide the same clear message of the intent to shutdown Marine Dr. as described above in this paragraph. Contractor
shall obtain City approval for the sign’s message and location prior to setting up the signs. The signs shall be located between Lower Marine Dr. and Rocky Point Rd. SW with the message directions facing northwest and southeast bound traffic respectively (opposing directions). The signs shall remain in place until the Work as been completed and Marine Dr. is opened again to the public, dependent on City approval.
Vehicular access must remain between Rocky Point Rd. NW and the southeast leg of Marine Dr. with
traffic control in place per the approved TCPs following temporary Marine Dr. shutdown. The commercial “mart” store and adjacent residences shall maintain access for customers and residents respectively during the temporary shutdown.
Contractor shall note the close proximity of Crownhill Elementary School with school bus routing and parent’s drop off and pickup traffic during the school year. Crownhill Elementary School is scheduled to end in mid-June 2021 and start back up in early September 2021. Paving for this intersection shall
be completed prior to September 1, 2021 which is the first day of school for Crownhill Elementary.
Contractor shall also note the absence of a left-turn lane from southeast bound on Marine Dr. to northbound on Rocky Point Rd. NW. Even with no permanent traffic channelization markers or devices in place, vehicular drivers routinely conduct a left turn through the striped “island” bordered by raised pavement markers. Contractor shall prevent left turns here during the Work and include in the TCP submittal.
Intersections: The Cedars, W Marine Dr., Fitz Dr., and Marine Dr. Pl.
There are approximately 26 addresses along The Cedars, ten (10) addresses along W Marine Dr., 14
addresses along Fitz Dr., and 11 addresses along Marine Dr. Pl. Access shall be maintained for all listed intersections during the Work and no intersection’s will be permitted for shutdown, unless otherwise noted. Marine Dr. Pl. has a narrow pavement width and limited vertical curve and horizontal curve
sight distances along its extents.
Marine Dr. and Laurel Ave.
School bus route along Marine Dr. reaches the intersection of Marine Dr. and Laurel Ave. with school
buses utilizing the private driveway of 3042 Marine Dr. to back up and assist with turn around maneuvers. Contractor shall coordinate as needed with school district to accommodate bus turn-arounds during the Work.
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Private Access Roads & Shared Driveways
Reference Section 1-07.24(1)B for comprehensive list of properties that make up the two (2) private access roads this Section pertains to. In the event all easements are obtained, and City has not removed this portion of Work from the Contract, then Contractor shall ensure access for these properties throughout the Work. Full access road closures will NOT be permitted unless all residents and the City agree and approve in writing. Note these private shared driveways have limited pavement width and coordination with property owners and/or tenants with Contractor will be required. In the event easements are not obtained, Contractor shall still provide access to and from these private properties.
Section 1-07.23(1) is supplemented with the following: (February 3, 2020 WSDOT GSP)
Work Zone Clear Zone
The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ applies only to temporary roadside objects introduced by the Contractor’s operations and does not apply
to preexisting conditions or permanent Work. Those work operations that are actively in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements.
During nonworking hours equipment or materials shall not be within the WZCZ unless they are
protected by permanent guardrail or temporary concrete barrier. The use of temporary concrete barrier shall be permitted only if the Engineer approves the installation and location.
During actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway.
The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above.
Deviation from the above requirements shall not occur unless the Contractor has requested the deviation
in writing and the Engineer has provided written approval.
Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows:
Regulatory Posted Speed Distance From Traveled Way (Feet)
35 mph or less 10
40 mph 15
45 to 50 mph 20
55 to 60 mph 30
65 mph or greater 35
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Minimum Work Zone Clear Zone Distance
Measurement and Payment
All costs related to work described in this Section 1-07.23 and Section 1-10, unless otherwise stated,
including but not limited to pedestrian access and safety, developing an approved Traffic Control Plan
with pedestrian elements; construction, maintenance, and removal of pathways, protective barricades,
fencing, and bridges; warning guidance devices; signing; temporary striping or structures; traffic
control labor; and providing and maintaining temporary, alternative, or existing pedestrian routes and
access points will not be measured for separate payment, but shall be included in the lump sum Bid
item “Project Temporary Traffic Control.”
1-07.24 Rights of Way
(City of Bremerton GSP)
Delete this section and replace it with the following:
Street right of way lines are indicated in the Plans. The Contractor’s construction activities shall be
confined within these limits unless arrangements for use of private property are made by either the Contractor and/or City.
Generally, the City will have obtained, prior to bid opening, all rights of way necessary for carrying out
the work. Exceptions to this are noted in the Bid Documents or will be brought to the Contractor’s attention by a duly issued Addendum.
Contractor shall not proceed with any portion of the work in areas where right of way has not been acquired until the Engineer certifies to the Contractor that the right of way is available. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining right of way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be
a breach of contract.
There is no anticipated right of way acquisition with this project. Note that right of way that connected Laural Ave. to Marine Dr. Pl. was vacated with City Ordinance 5048 in 2008.
Add the following new Subsection:
1-07.24(1) Easements
(City of Bremerton GSP)
Generally, the Contracting Agency will have obtained all easements, both permanent and temporary, necessary for carrying out the work. Exceptions to this are noted in the Bid Documents or will be
brought to the Contractor’s attention by a duly issued Addendum.
Whenever any of the work is accomplished on or through property other than public Right of Way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by
the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer.
Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted in this Section; existing known easements are stated in this Section. The Contractor shall not
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proceed with any portion of the work in areas where easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the easement is available or that the right of entry has
been received; or provide direction. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements or rights of entry, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract.
Each property owner shall be given 48 hours’ notice prior to entry by the Contractor, except when a water outage is scheduled, then 72 hours’ notice shall be provided. This includes entry onto easements, private property where private improvements must be adjusted, and property that is located within right of way but involves Work that will impact the abutting private property owner’s landscaping, possessions, retaining walls, signs, and other belongings typically found. The City Inspector can assist with determining if a notice is required within the right of way.
The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the
property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address, and date of signature. Written releases must be filed with the Engineer before the
Completion Date will be established.
1-07.24(1)A Existing Easements
(City of Bremerton GSP)
The City has an existing easement associated with the existing fire hydrant at 4648 Marine Dr. Pl, listed as Parcel No. 3761-000-022-0403. This easement was never recorded through Kitsap County, and a
scanned copy can be found in Appendix E.
There are no other recorded or known easements within the impacted project area regarding proposed work including the water main, services, or other water system appurtenances.
1-07.24(1)B Easements in Process
(City of Bremerton GSP)
The City has been coordinating with private property owners to obtain Utility Easements for the new
water main and water services within the following properties described below:
Easements for water main extension along Laurel Avenue (Private Access Road):
1. 3042 Marine Dr.
2. 3046 Marine Dr. 3. 3052 Marine Dr. 4. 3054 Marine Dr.
5. 3056/3058 Marine Dr. (Two addresses) 6. 3060 Marine Dr.
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Easements for water services across private properties (Private Access Road):
1. 4629 Marine Dr. Pl.
2. 4631 Marine Dr. Pl. (x2)
Easement for blow-off assembly:
1. 4641 Marine Dr.
These easements have not been obtained as of date, but the City is anticipating execution of easement recording documents by late June 2021, prior to Notice to Proceed.
In the event that the easements will not be obtained, Work outside of the right of way will not take
place and a Work Change Directive shall be issued by the City to redact this Work from the Contract.
1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(******)
Add the following new section:
1-08.0(1) Preconstruction Conference
(******)
Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be:
1. To review the initial progress schedule; 2. To establish a working understanding among the various parties associated or affected by the work; 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc.; 4. To establish normal working hours for the work; 5. To review safety standards and traffic control; and 6. To discuss such other related items as may be pertinent to the work.
The Contractor shall prepare and submit at the preconstruction conference the following:
1. Administrative submittals as required by these contract documents 2. A breakdown of all lump sum items; 3. A preliminary schedule of working drawing submittals; and 4. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work
(City of Bremerton GSP)
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Except in the case of emergency, or unless otherwise approved or directed by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive eight (8) hour period
between 7:00 a.m. and 5:00 p.m. of a working day with a maximum one (1) hour lunch break and a five (5) day work week. The normal straight time eight (8) hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. A ten (10) hour workday four (4) days per week will also be permitted by the Owner upon written request by the Contractor.
Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 5:00 p.m. on any day; or longer than the regularly scheduled workday (eight (8) or ten (10) hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least seven (7) days in advance.
Where the Contractor is directed or allowed to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays, the contractor shall use noise-attenuating equipment and enclosures to minimize noise impact to the public at night. Permission to continue work during these hours may be revoked at any time if the Contractor
exceeds the Contracting Agency’s noise control regulations or if complaints are received from the public or adjoining property owners regarding the noise from the Contractor’s operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. If requesting to work at night, at least seven (7) days of notice to the City shall be given to allow time for the City inspector to adjust their schedule.
If the Owner permits the Contractor to work outside the agreed upon work hours, this does not imply that the Owner agrees to pay for any wages or costs associated with overtime or extra work. Costs associated with overtime work shall always be borne by the Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task.
Note the project resides entirely within residential zoning and the City’s Municipal Code 6.32 will apply regarding noise levels.
Add the following new Section:
1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees
(City of Bremerton GSP)
When the Contractor elects to work on a Saturday, Sunday, or holiday, or longer than an eight (8) hour work shift on a regular working day (or ten (10) hours if approved by City per 1-08.0(2)), as defined in the Standard Specifications, such work shall be considered as overtime work. On all such overtime
work and inspector will be present, and a survey crew may be required at the discretion of the Engineer. In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight-time costs for employees of the Contracting Agency required to
work overtime hours.
The Contractor by these specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due to the Contractor.
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Add the following new Section:
1-08.0(4) Weekly Construction Meetings
Weekly meetings shall be held at a mutually agreed-upon location and day of the week and time. The purpose of the meeting will be to discuss the work, resolve any quantity or force account disagreements, review the Contractor’s Progress and Schedule, and review the record drawings. Traffic disruptions,
water services disruptions, water main phasing, and paving will be reviewed at such meetings.
The Contracting Agency shall develop an agenda for each weekly meeting. The Contractor shall prepare an updated three (3) week look-ahead schedule and submit it to the Engineer a minimum of 24 hours before each weekly meeting.
The Owner may schedule additional meetings that the Contractor shall attend to review and discuss
specific issues on topics that may be too involved for inclusion in the weekly progress meeting or require involvement from others not directly associated with the project. When a special meeting is required, the Engineer will coordinate time and place for all required attendees. Special meeting topics may include, traffic control, work sequence, and encountered construction problems.
Meetings with the Owner regarding project construction shall be incidental to the project.
1-08.1 Subcontracting
(City of Bremerton GSP) Delete the ninth and tenth paragraphs. The ninth paragraph begins with “On all projects, the Contractor shall certify…”.
1-08.3 Progress Schedule
1-08.3(1) General Requirements
(City of Bremerton GSP)
Supplement this section with the following:
The Contractor shall submit a Type A construction schedule to the City at least three (3) calendar days before the pre-construction conference. The City will have the right to review the schedule and must
approve the schedule prior to mobilization or any material purchase.
Include minimum of three (3) non-working days in the schedule for weather-related delays. Include the holidays listed in Section 1-08.5 as non-working days. Prepare the schedule using Microsoft Project or
an equivalent scheduling software that is acceptable to the City.
1-08.3(2) Progress Schedule Types
1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP) Revise this section to read:
The Contractor shall submit five (5) copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or another standard schedule format. Regardless of
which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A
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Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal.
1-08.4 Prosecution of Work
Delete this section and replace it with the following:
1-08.4 Notice to Proceed, Prosecution of Work, and Special Constraints and Sequencing
(City of Bremerton GSP)
Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the project site within ten (10) days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the final completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the
time(s) specified in the contract.
When shown in the Plans, the first order of work shall be the installation of ESC BMPs and to delineate all areas for protection or restoration, as described in the Contract. Installation of high visibility fencing
adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing and ESC BMPs, the Contractor shall request the Engineer to inspect the facilities. No other work shall be performed on the site until the
Contracting Agency has accepted the installation of high visibility fencing and/or ESC BMPs, as described in the Contract.
Prior to any excavation work, Contractor shall pothole a utility crossing the City approves for the purpose of obtaining a subgrade sample for use by the City’s contracted materials testing laboratory in the Proctor compaction test. Contractor shall also allow City and/or its consultants to collect CSTC and all other material sample as needed for use in verifying compaction requirements.
Compaction testing will be conducted by the City on existing subgrade, native backfill, and import backfill for all trench restoration and pavement repair locations within the roadway. The Inspector and/or Engineer may at any time require compaction testing and Contractor shall reasonably
accommodate such requests.
In the event a compaction test cannot be determined as determined by the Inspector or City’s material’s testing laboratory representative using a nuclear gage, compaction may be tested via proof rolling on the final lift or visual inspection below final grade. Contractor shall accommodate such requests and provide all necessary materials and equipment to satisfy the request.
Compaction testing below grade shall be conducted at two (2) feet intervals from the bottom of excavation to top of final material grade, for each type of material. If less than two (2) feet is available, then one (1) compaction test on that material is required.
Compaction testing intervals for native and import shall be approximately 200 feet dependent on Contract’s quality of work and Inspector’s judgment.
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Add the following new Sections:
1-08.4(1) Water System Constraints & Requirements for Water Main Construction and Construction Sequence Plan
(City of Bremerton GSP)
The Project includes an existing water main over 5,000 feet in length without any intermediate loops. Water shutdowns at any point in this existing segment will cause water outages for all users downstream of the shutdown. No water outage over four (4) hours for any customer will be permitted. Contractor shall submit a Water Main Construction and Connection Sequencing Plan to the City at least seven (7) calendar days prior to start of water main construction. The Plan must be reviewed and approved by the City prior to water main construction activity. At a minimum, the Plan shall address the sequence of events for the following items, to include both a narrative and figures:
(1) Describe the length of new water main to be installed prior to each pressure testing, disinfection, flushing, and bacteriological testing; include water main tie-in locations. Include
when new services are tapped of the new main following activation. (2) Describe which customers and when they will be switched over to the new water services. (3) When each segment of existing water main is to be put out service. Note the City intends to
use the existing water main as a sleeve for future slip line or pipe-burst methods, thus the Contractor shall retain the existing water main as much as possible. (4) List of workers, equipment, and materials utilized, residents affected by the outage, and other pertinent information. (5) Coordination and timing of water main and service line excavation restoration with commercial HMA.
Contractor shall note that the plan shall provide for the minimum number of water outages.
Contractor shall also keep intact and active, the existing water service for each water utility user until the customer service is ready for switchover to the new water service line as per the schedule described
in (1) and (2) above in this Section.
Water services shall be tapped and extended following testing and activation of water mains.
All costs associated with the preparation, implementation, and updates of the Water Main Construction and Connection Sequencing Plan shall be considered incidental to all other bid items.
Water services shall be extended by using trenchless methods.
1-08.4(2) Paving Constraints
(City of Bremerton GSP)
All paving for the Project shall be completed by October 15, 2021.
All open cut trenches and excavations within the roadway shall be backfilled per the pavement restoration detail included in the Plans, with the exception that prior to final hot mix HMA trench paving, all trenches shall have two (2) inches compacted cold mix asphalt installed by the end of every
working day to provide an interim drivable surface for residents. This includes restoring the initial trench as well as the water service extension revisit work. In the event cold mix patch deteriorates due to construction activity, Engineer may direct Contractor to remove and replace the cold mix or add
additional.
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Water main installation trench, service open cut trenches, and other excavations within the roadway shall have commercial grade hot mix asphalt restoration per the City’s phased paving plan below:
(1) Intersection of Marine Dr. and Rocky Point Rd. NW Contractor shall pave the water main trench per the restoration plan within seven calendar (7) days following water main activation. Paving for this intersection shall be completed prior to September 1, 2021 which is the first day of school for Crownhill Elementary. (2) Marine Dr. Contractor shall pave the following segments separately following activation of the water main and appurtenances, switching over resident’s services, and all other work completed besides trench and excavation paving restoration: (A) Marine Dr. south starting limits – W Marine Dr. south intersection
(B) W Marine Dr. south intersection – Fitz Dr. intersection (C) Fitz Dr. intersection – Marine Dr. Pl. (D) Remainder of northern restoration limits
Contractor may submit a paving plan to the City for review and approval regarding an alternative sequence for patching with commercial grade HMA; the plan must be submitted to the City at least seven (7) calendar days prior to paving with HMA.
The intent with this section is to provide an interim cold mix paved road for continued vehicular access, then install the permanent hot mix for the trench, followed by final overlay.
Costs for working within the construction constraints stated in this Section shall be incidental to the project.
1-08.5 Time for Completion
(City of Bremerton GSP) Delete this Section and replace with the following:
The Contractor shall mobilize equipment at the site and work within ten (10) calendar days of the Notice to Proceed date. The Work shall obtain Substantial Completion within the time designated in ’Article 2’ of the CONTRACT.
Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from
damages or liabilities for failure to complete the work within the time stipulated.
A nonworking day is defined as a Saturday, a Sunday, a whole or half day on which the Contract specifically prohibits Work on the critical path of the Contractor’s approved progress schedule, or one
of these holidays:
2021 Holiday Schedule (Partial)
Memorial Day Monday, May 31 Independence Day Monday, July 5 Labor Day Monday, September 6 Columbus Day Monday, October 11 Veteran’s Day Thursday, November 11 Thanksgiving Day Thursday, November 25
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Saturdays, Sundays, and listed holidays are non-working days for both Contractor and City.
1-08.9 Liquidated Damages
(City of Bremerton GSP) Delete this section and replace with the following:
Time is of the essence of the Contract. Delays inconvenience the traveling public, obstruct traffic, interfere with and delay commerce, and increase risk to City infrastructure users. Delays also cost tax payers undue sums of money, adding time needed for administration, engineering, inspection, and supervision. Weather is a concern for paving schedule.
Liquidated damages are established per ‘Article 3’ of the CONTRACT. The Engineer will deduct the accumulated amount from any money due or coming due to the Contractor.
When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine the Contract Work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For overruns in Contract time occurring after the date so established, liquidated damages identified above will not apply. For overruns in Contract time occurring after the Substantial Completion Date, liquidated damages shall be assessed on the basis
of direct engineering and related costs assignable to the project until the actual Final Completion Date of all the Contract Work. The Contractor shall complete the remaining Work as promptly as possible. Upon request by the Project Engineer, the Contractor shall furnish a written schedule for completing
the physical Work on the Contract.
Liquidated damages will not be assessed for any days for which an extension of time is granted. No deduction or payment of liquidated damages will, in any degree, release the Contractor from further
obligations and liabilities to complete the entire Contract.
1-09 MEASUREMENT AND PAYMENT
1-09.1 Measurement of Quantities
(City of Bremerton GSP) Add the following new section:
1-09.1(1) Quantity Reporting Requirements
(City of Bremerton GSP)
1. General
a. Requirement: Preparation of daily Quantity Reports generally as described in this section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily
Quantity Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work as it is performed. The daily Quantity Reports required herein shall become
the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. c. Correction of Errors: Nothing in this section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer.
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City and Contractor hereby agree that the Engineer’s decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1.
d. Dispute Resolution: For the purposes of this section only, daily Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity of work performed during the preceding week shall be resolved and final bid item quantities agreed upon. 2. Daily Quantity Report a. Report Preparation: The Engineer will complete a daily Quantity Report for each day that work is performed. The Contractor shall furnish any required material invoices or load receipts to the Engineer each day in time for completion of the day’s report. The Engineer and Contractor shall review each day’s report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day’s Quantity Report, acknowledging the quantities of work and materials indicated in the Report. A sample of the City-provided form that will be used
for all such reports is included in the Appendix of these Special Provisions.
1-09.2 Weighing Equipment
1-09.2(1) General Requirements for Weighing Equipment
(City of Bremerton GSP) Delete the last paragraph of this Section and replace with the following:
It is the responsibility of the Contractor to see that tickets are given to the Inspector on the project for
each truckload of material delivered; the City will not have a receiver at the point of delivery. Pay quantities will be prepared on the basis of said tally tickets, delivered to the Inspector on the day of delivery of materials. Tickets not collected on the day of delivery will not be honored for payment.
1-09.2(5) Measurement
(May 2, 2017 APWA GSP) Revise the first paragraph to read:
Scale Verification Checks – At the Engineer’s discretion, the Engineer may perform verification checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of Work.
1-09.6 Force Account
(City of Bremerton GSP)
Supplement this section with the following:
The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are
to become a part of Contractor's total bid. However, the Contracting Agency does not warrant expressly or by implication, that the actual amount of work will correspond with those estimates. Payment will be made on the basis of the amount of work actually authorized by Engineer.
The bid item, “Minor Changes and Force Account”, has been included in the Bid Proposal for the following changes resulting in extra work:
• As directed by the Owner in accordance with Section 1-04.4.
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• Due to differing site conditions, as described in Section 1-04.7, for which the Engineer determines the Contractor is due additional compensation per Section 1-04.7 and which is not covered by the contract unit prices.
These changes will be issued via signed Work Change Directives (WCDs). Payment from this bid item
is only permitted by written approval from the Engineer in accordance with Sections 1-04.4 and 1-09.6. If the total amount of changes exceeds the contract amount, then a Change Order will be executed, which will require the signature of the Mayor, Public Works Director, and the City Engineer.
Add the following new section:
1-09.6(1) Force Account Reporting Requirements
(City of Bremerton GSP)
1. General a. Requirement: Preparation of daily reports generally as described in this section, of all Force Account Work authorized by the City, is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Directives (WCD) issued by the City, with the goal of limiting disputes by agreeing on the amounts and costs of work as the work is performed. The daily reports required herein shall become the controlling record and source documentation of the
work actually performed, and the materials actually provided, by the Contractor for Force Account Work. c. Error Correction: Nothing in this section shall bar later adjustment of quantities or costs for the
purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer’s decision regarding corrections shall be final, as provided in Standard Specifications Section 1-05.1.
d. Dispute Resolution: For the purposes of this section only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and final material quantities, labor hours and equipment hours agreed upon. 2. Daily Force Account Report a. Report Preparation: The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed. The Contractor shall furnish the material and equipment invoices required by Standard Specification Section 1-09.6 to the Engineer each day in time for completion of that day’s reports. The Engineer and Contractor shall review each day’s reports not later than the end of the next business day. Both the
Engineer and Contractor shall sign each day’s Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report. The City uses an equivalent of WSDOT Form #422-008 titled ‘Daily Report of Force Account
Worked’ for tracking force account work. A sample of the City-provided form that will be used for all such reports is included in the appendices.
1-09.8 Payment for Material on Hand
(City of Bremerton GSP) Delete this Section and replace with the following:
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The Owner will not make payment for material on-hand. Payment will be in accordance with items as described in Section 1-09.9 of the Special Provisions.
1-09.9 Payments
(City of Bremerton GSP) Delete the first four paragraphs and replace them with the following:
The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment.
The Contractor shall submit a breakdown of the cost of lump sum bid items at the Preconstruction Conference, to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum breakdown, the Project Engineer will make a determination based on information available. The Project Engineer’s determination of the cost of work shall be final.
Progress payments for completed work will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction conference.
The initial progress estimate will be made not later than 30 days after the Contractor commences the
work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to
the calculation of the final payment.
The value of the progress estimate will be the sum of the following:
1. Unit Price Items in the Bid Form — The approximate quantity of acceptable units of work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — Based on the approved Contractor’s lump sum breakdown for that item, or absent such a breakdown, based on the Engineer’s determination. 3. Change Orders — Entitlement for approved extra cost or completed extra work as determined by the Engineer.
Progress payments will be made in accordance with the progress estimate less:
1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 2. The amount of progress payments previously made; and
3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents.
Progress payments for work performed shall not be evidence of acceptable performance or an admission
by the Contracting Agency that any work has been satisfactorily completed. The determination of payments under the contract will be final in accordance with Section 1-05.1.
1-09.11 Disputes and Claims
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1-09.11(3) Time Limitation and Jurisdiction
(City of Bremerton GSP)
Replace all references to Thurston County with Kitsap County.
1-09.13 Claims Resolution
1-09.13(3) Claims $250,000 or less
(City of Bremerton GSP) Delete this section and any subsections in entirety and replace with the following section.
1-09.13(3) Claims of Any Value
The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09.11 and not resolved by nonbinding arbitration ADR processes, shall be resolved by litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney fees and litigation costs.
1-09.13(3)A Administration of Arbitration
(November 30, 2019 APWA GSP)
Revise the third paragraph to read:
The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator,
and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Agency’s headquarters is located, provided that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control venue and jurisdiction of the
Superior Court. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions.
1-09.13(4) Claims in Excess of $250,000
Delete this section in entirety.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
(City of Bremerton GSP) Supplement this section with the following:
The Traffic Control Supervisor (TCS) will be contacted to correct any project traffic control or signing deficiencies during normal working hours or during evenings or weekends as necessary or required. The TCS shall respond as required by Standard Specification 1-10.2(1)B. If the Traffic Control
Supervisor or the Contractor's forces do not respond within the required time, the City will make any necessary corrections using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor. All such charges against the Contractor's payments
shall be made at the City's then current rates for labor, equipment, and materials.
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The TCS shall be certified by one of the following organizations. The TCS certification shall be submitted to the City prior to any construction:
American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksberg, VA 22407 Training Dept. Toll Free (877) 642-4637 Phone: (540) 368-1701 Evergreen Safety Council 12545 135th 12 Ave. NE Kirkland, WA 98034-8709 1-800-521-0778
The Northwest Laborers-Employers Training Trust 27055 Ohio Ave. Kingston, WA 98346
(360) 297-3035
1-10.2(2) Traffic Control Plans
Supplement this section with the following:
Where work occurs in the ROW or easement, the Contractor shall prepare and submit a Traffic Control Plan to the City for review. The plan shall be in accordance with MUTCD requirements and WSDOT Section K Work Zone Traffic Control under Standard Plans. The plan shall be submitted for review and approval at least seven (7) days in advance of the actual work. Work shall not begin at a site without an approved traffic control plan for that site.
The traffic control plans may be submitted for the entire project extents or utilizing a phased approach. If a phased traffic control submittal approach is taken by the Contractor, no Work shall take place in the delineated phases for which TCPs have not been approved by the City.
Contractor shall make changes to the TCP implemented in the field upon City request.
Payment for developing an approved Traffic Control Plan shall be considered incidental to the lump sum price in the Proposal for “Project Temporary Traffic Control” and no additional compensation will
be made. Where needed and as directed by the Owner, the Contractor shall provide and install detour signage to direct traffic onto alternate routes.
1-10.3 Traffic Control Labor, Procedures, and Devices
1-10.3(3) Traffic Control Devices
(City of Bremerton GSP) Supplement this section by inserting the following:
Signs, barricades, lights, portable changeable message sign, and other warning devices shall be installed on or adjacent to the roadway per the requirements of the Manual on Uniform Traffic Control Devices for Streets and Highways and shall be maintained 24 hours a day until the roadway work is completed and ready for traffic. The Contractor shall not begin any work on or adjacent to the roadway at any time until all signs and other traffic control devices are in place and operating as outlined in the Standard
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-66
Specifications, Special Provisions, and approved Traffic Control Plan. The Contractor shall maintain the work area to ensure that all traffic signs and other traffic control devices are properly placed and in
effect. The Contractor shall replace, without delay, signs and traffic control devices that are misplaced, mutilated, or destroyed. All signs and traffic control devices, which become soiled such that their effectiveness is diminished as determined by the Engineer or the Inspector, shall be replaced or cleaned by the Contractor without delay. Traffic control devices intended for use during the hours of darkness shall be equipped with flashing lights (i.e. barricades) or reflective tape (i.e. cones/barrels) or as determined by the Engineer. The Contractor shall provide all construction signs and safety equipment required.
The Contractor, at his expense, shall be required to maintain sufficient warning lights and adequate barricades on all trenches and open excavation to protect moving traffic and pedestrians. This shall include not only open trenches, but also recently closed trenches that have not been returned to full and safe operating surface for normal use.
All necessary state-certified flagmen, barricades, and detour signs shall be furnished and supplied/installed by the Contractor, both during working hours and also when the work is suspended during the construction period. The Contractor shall provide such additional barricades and protective
devices as will be required to reasonably protect the workmen, vehicles, bicyclists, pedestrians, and animals from excavated areas during the construction period.
Upon failure of the Contractor to immediately provide and maintain adequate suitable barricades, lights,
and detour signs when ordered to do so, the City shall be at liberty, without further notice to the Contractor or the surety, to provide the same and deduct the cost thereof from monies or payments due or to become due the Contractor, and the City assumes no liability connected therewith.
The Contractor shall be responsible for proper notification to, and coordination with, all school districts, fire departments, waste management, local postal service, and all other persons and services which will be affected by this project. It shall be the Contractor’s responsibility to keep the school district and fire departments and others fully advised of their construction progress and also the time of completion of the project. Street rights-of-way that are restricted will require special care in construction to maintain two (2) way traffic flow. The Contractor shall maintain safe and adequate pedestrian access along the street during the construction of the project. The Contractor shall make every attempt to provide access to the adjacent properties and to minimize dust nuisances.
All signs required for traffic control, as well as any other signs required by the Engineer, shall be furnished by the Contractor.
1-10.3(3)A Construction Signs
(City of Bremerton GSP)
Revise Section to read as follows:
All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished, maintained, and operated by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All non-applicable signs shall be removed
or completely covered with metal, plywood, or an Engineer approved product specifically manufactured for sign covering during periods when they are not in effect. When the need for these signs has ceased, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and
supports from the project and they shall remain the property of the Contractor.
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All orange background signs shall utilize materials, and be fabricated in accordance with, Section 9-28. All orange background signs shall be fabricated with Type X fluorescent orange sign sheeting.
All post mounted signs with Type X sheeting shall use a nylon washer between the twist fasteners (screw heads, bolts, or nuts) and the reflective sheeting.
There shall be no intermixing of signs with non-fluorescent orange reflective sign sheeting and signs
with fluorescent orange reflective sign sheeting on the same signpost.
If it is necessary to add weight to signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall: (1) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than one (1) foot from the ground.
Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation.
Portable Changeable Message Sign(s) shall be installed, relocated, or removed upon City request. Relocation shall not entail additional payment.
Add the following new section:
1-10.3(3)L Parking Restriction Signs
(City of Bremerton GSP)
Revise Section to read as follows:
Where, in the opinion of the Engineer, parking is a hazard to thru-traffic, or to the construction work,
parking may be restricted either entirely or during the time when it creates a hazard. Signs for restricting parking shall be approved by the Engineer and provided and placed by the Contractor. The Contractor shall be responsible for and shall maintain the signs, if they are used in any street or easement that is directly involved in the construction work. If parking signs are used beyond the confines of the work area, such as in another street being used as a detour, the signs will be the responsibility of the Contractor. The placement of signs restricting parking shall be as approved by the Engineer and shall be placed at least 72 hours in advance of the needed parking removal. Parking restriction signs shall be placed thee (3) working days in advance of needing the parking removed, with the start date of the “no parking” clearly shown. The area to be restricted shall be clearly marked with Type I barricades carrying signs that give the specific period (dates and times) that the area is to be clear of vehicles. Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where impounded vehicles
will be stored or indicate a 24 hour telephone number for obtaining that information. A minimum of 72 hours advance notice is required before towing vehicles. All signs must be approved by the Engineer prior to use. Example wording of the signs is as follows:
WARNING! TOW AWAY ZONE NO PARKING FROM: DATE and TIME TO: DATE and TIME
FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED
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1-10.4 Measurement
(City of Bremerton GSP)
Delete the entire section and replace with the following:
The bid proposal contains the item “Project Temporary Traffic Control,” lump sum and the additional temporary traffic control items listed below. The provisions of Section 1-10.4(1), Section 1-10.4(3),
and Section 1-10.5(3) shall apply.
“Portable Changeable Message Sign”, per day
1-10.5 Payment
1-10.5(1) Lump Sum Bid for Project (No Unit Items)
(******) This section is supplemented with the following:
“Project Temporary Traffic Control”, lump sum.
Costs for layout, installation, removal, and transport of project signage and traffic control equipment/appurtenances shall be included with the Contract lump sum price for “Project Temporary Traffic Control.” This Bid item shall also constitute full compensation for all labor, tools, equipment, and materials necessary and incidental to providing traffic and pedestrian control as required throughout
the project duration in compliance with the MUTCD including, but not limited to, reflective signage, barricades, lights, traffic cones, and temporary pavement markings. Providing Class A signs, Class B signs, flaggers and a Traffic Control Supervisor during all periods of construction activities within the
public streets shall be included in the lump sum Bid item “Project Temporary Traffic Control”.
Developing, updating, and implementing an approved Traffic Control or Detour Plan shall be considered incidental to the “Project Temporary Traffic Control” lump sum cost and will not be
measured for separate payment.
No separate payment will be made for materials used to maintain temporary traffic that are not incorporated into the final improvements. Such materials shall be included in and considered incidental
to “Project Temporary Traffic Control”.
The lump sum bid item for “Project Temporary Traffic Control” shall cover the cost to provide
temporary traffic control for the for each and every working day (the entire contract duration) allowed as defined in Section 1-08.5 of these Special Provisions. The total allowable working days defined for this contract includes sufficient time to complete all work associated with items allocated to “Minor
Change” and Force Account items. Should the Contractor complete the work in fewer working days than allowed, the Contract lump sum item will be paid in full and shall be considered an incentive to the Contractor for early completion. For additional working days approved via a change order for work
that is not identified to be paid by force account or “Minor Change”, the daily cost for Project Temporary Traffic Control shall be determined by dividing the lump sum Contract price for “Project Temporary Traffic Control” by the originally allowed contract working days as defined in Section 1-
08.5 of these Special Provisions to arrive at a daily cost for temporary traffic control.
“Portable Changeable Message Sign”, per day
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Portable Changeable Message Sign, where used in accordance with approved traffic control plans, shall be paid per day per each sign and shall include provision, setup, take-down, usage, relocations, and
revisions.
END OF DIVISION 1
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-70
DIVISION 2 EARTHWORK
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description
(******) Supplement this Section with the following:
The Contractor shall consider the clearing limits for this project to be five (5) feet either side of the main water main and appurtenances being installed, two (2) feet either side of water services utility being installed, two (2) feet outside of all proposed concrete surfaces excluding driveways, and proposed demolition as shown on the plans. The Contractor shall allow 48 hours for the City Construction Inspector to approve the clearing limits before commencing activities. At the direction
of the City Construction Inspector, the limits shall be adjusted in the field. When marking the clearing limits, the Contractor shall strive to protect from damage existing landscaping items, such as vegetation, rockeries, borders, irrigation, and other items from damage.
2-01.2 Disposal of Usable Material and Debris
(******) This section is supplemented with the following:
The Contractor shall dispose of all debris in accordance with Section 2-01.2(2).
2-01.3 Construction Requirements
2-01.3(1) Clearing
(******) This section is supplemented with the following:
All trees limbs, brush, and shrubs which extend over the proposed back of sidewalks shall be trimmed to a height of ten (10) feet above the finish sidewalk grade. Limbs shall be trimmed at the trunk of the tree or closer to the sidewalk if directed by the Engineer.
Revise Item 1 to read:
1. Fell only those trees specified for removal in the Plans.
Delete Items 2 and 3 and replace with the following:
1. Contractor shall grind or remove stumps to a minimum depth of 12-inches below existing grade, or deeper as required to remove all exposed root material one inch in diameter or greater. Voids left after stump grinding shall be filled with gravel borrow or native as determined by the Engineer.
2-01.3(2) Grubbing
(******) This section is supplemented with the following:
All vegetation and organics including but not limited to ivy, roots, weeds, brush, and grass shall be removed from within the clearing limits. TheContractor shall follow the provisions of Section 1-07.16 regarding existing private improvements.
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(******) Add the following New Section:
2-01.3(3) Tree Removal and Protection
All existing trees, hedges, and other vegetation within the project area shall be retained and protected during construction unless otherwise noted on the Plans. Tree and vegetation protection shall be the
responsibility of the Contractor.
All excavation or grading within the protected root zone (defined as within the tree drip line) shall be done by hand or with small equipment to minimize root damage. Any roots less than two (2) inches in diameter exposed by the construction operation shall be pruned flush with the trench soil wall. Any roots greater than two (2) inches in diameter exposed by the construction operation shall be protected until the root areas are backfilled or may require trimming. If the construction operation causes irreparable damage to the tree or its roots, the Contractor shall be responsible for all work and materials required to correct the problem at no cost to the Owner.
Backfill root areas with good quality top soil as soon as possible. If exposed root areas are not backfilled within two (2) days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. Roots will not be permitted to be exposed over weekends.
All required tree or root trimming shall be completed under the direction of a licensed arborist provided by the Contractor upon City approval.
2-01.3(4) Roadside Cleanup
(******) Delete Section 2-01.3(4) and replace this title and section with the following:
2-01.3(4) Cleanup and Restoration
From time to time throughout the progress of the work, the Contractor, when directed by the Owner’s Representative, shall cleanup and remove all refuse and unwanted or unused materials resulting from the work, at the Contractor’s expense. If the Contractor fails to do so within 24 hours after the request by the Owner’s Representative, the work may be done by the City and the cost thereof be charged to the Contractor and deducted from his final estimate monies due to the Contractor.
All cleanup shall be performed as specified in the various sections of these Specifications. Final cleanup
shall be in accordance with Section 1-04.11.
2-01.4 Measurement
(******)
Supplement this section with the following:
No separate measurement for payment will be made for Roadside Cleanup. Roadside Cleanup shall
instead be considered incidental to other bid items in the Proposal.
No separate measurement for payment will be made for tree and vegetation protection but instead will be included in the lump sum Bid item “Removal of Structures and Obstructions”.
“Clearing and Grubbing” will not be measured for payment but shall be included in the lump sum Bid item “Removal of Structures and Obstructions”.
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2-01.5 Payment
Supplement this section with the following:
(******)
“Tree Removal”, per each.
The unit cost in the Proposed for “Tree Removal” shall be full payment for the costs of all labor, equipment, tools, and materials necessary or incidental to safely fell and remove trees as specified on the Plans. Work elements shall include, but not be limited to; preparation for safe felling of the trees including establishing clear areas of work and meeting with City to review plan; establishing and cordoning off an adequate area to protect the public; determining overhead and at-grade hazards, etc.; felling and removing the tree, brush, and debris; grinding/removing the stump; and hauling, placing, and compacting gravel borrow to fill the void.
Other trees and/or public/private improvements damaged during tree felling operations shall be repaired or replaced to the satisfaction of the City. All costs for repair and/or replacement of damaged items shall be borne by the Contractor.
“Tree Removal” shall only be applicable to trees six (6) inches or larger in diameter. Removing shrubs, arborvitaes, or other woody plants shall be considered clearing and grubbing and shall not be measured
for payment.
No separate measurement for payment will be made for roadside cleanup, roadside cleanup shall instead be considered incidental to other bid items in the Proposal.
The Plans call out for “Potential Tree Removal” due to ongoing conversations with abutting property owners. The Engineer and/or Inspector will make final determination whether the referenced tree is to remain in place or be removed per the bid item.
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.1 Description
(******)
Supplement this Section with the following:
This work shall consist of removing all materials noted in this section of the Special Provisions as well as any other materials designated for removal on the Plans or necessary for the construction of this project for which a specific Bid item is not provided in the Proposal.
Where noted for removal, relocation, and/or replacement on the Plans, the following items shall be included under the bid item “Removal of Structures and Obstructions”, including but not limited to: Existing meter boxes, existing service lines, and meter valves; blow off valve and valve boxes; existing hydrants and guard posts; landscape borders; landscaping and rockery.
In general, the Contractor shall remove/dispose or abandon existing items which are in conflict with the new improvements and have been approved by the Inspector; Contractor shall adhere to the requirements in Section 1-07.16 regarding protecting existing private improvements and existing
vegetation. Where not in conflict, or where not specified for demolition or removal, Contractor shall protect all private and public improvements.
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Voids left by removal of underground items shall be backfilled with Gravel Borrow and compacted to 95% MDD with surface restoration per the Plans. However, all removal of underground items within
the roadway shall be restored per the trench restoration detail.
2-02.3 Construction Requirements
(******)
Supplement this Section with the following:
All material removed for the construction of the project shall be hauled off site to a legal disposal site by the Contractor, with the exception of materials specifically noted for salvage. The Contractor shall determine the requirements of his/her selected disposal site related to accepting the material to be deposited on the site. Testing of the material by the disposal site or refusal of the site to accept the material shall not be the basis for additional payment or for an extension of the Contract time. The cost of all such requirements shall be included in the various Bid prices in the Proposal.
Specific project existing infrastructure to salvage to the City are as follows:
(1) Existing fire hydrants; this includes the buried flanged 90-elbow up to the hydrant. Contractor shall cap the hydrant tee at the existing water main and remove the valve canister and valve; valve and valve canister can be disposed of offsite.
a. If capping the water main tee for the hydrant run is not feasible as determined by the Engineer, then the Contractor shall cap the dedicated auxiliary valve for the hydrant and remove the valve canister. b. If the hydrant has no dedicated auxiliary valve nor is capping the water main tee feasible as determined by the Engineer, then Contractor shall cap the existing hydrant at the buried flanged 90-eblow fitting.
The Contractor shall transport the specified salvaged items to the following location. Coordinate delivery with City project staff prior to delivery at the following location: City of Bremerton Public Works and Utilities Maintenance Facility 100 Oyster Bay Avenue Bremerton, WA 98312 The Contractor shall stack the material where directed by the Engineer or other City staff. The
Contractor shall contact the Engineer at least two (2) working days prior to scheduled delivery of the items to confirm delivery arrangements.
2-02.3(3) Removal of Pavement, Sidewalks, Curbs & Gutters
(******)
Supplement this Section with the following:
Any pavement that is damaged, and not designated for removal as shown on the Plans or preapproved
by the Owner, shall be repaired or replaced entirely at the Contractor’s expense. All saw cutting shall be considered incidental to the project and no compensation will be allowed. The width and location of cuts shall be preapproved by the Engineer before cutting of pavement or concrete. All saw cuts shall be straight and unwavering in alignment; Inspector shall approve saw cuts or require additional pavement/concrete to be cut.
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Wheel cutting or jack hammering will not be considered an acceptable means of pavement “cutting,” unless preapproved by the Engineer.
(******)
Add the following new Sections:
2-02.3(4) Pothole Existing Utility
Locations of possible conflicts at utility crossings can be seen on the Plans and Owner has conducted potholing of certain utilities; the Pothole Information can be viewed in the Appendices. Based on the actual location of utility markings, it may be necessary to uncover existing utilities and determine the
exact locations.
After completing field marking of the existing utilities, the Contractor shall determine if an existing
utility may be in conflict with the planned improvements. Should a conflict seem likely, the Contractor shall notify the City. If the City concurs that a conflict is likely, the Contractor will be directed to expose the location of the subject utility (pothole) and record the size of pipe and horizontal (by Station and Offset) and vertical elevation (using project datum) location on the Contractor’s Record Drawings. The Contactor shall provide the Engineer with a copy of the plan sheet with the pothole information. Upon receipt of this information, the Engineer will determine if a conflict exists. The City will notify
the Contractor within five (5) full Working days as to what design modifications, if any, are required to resolve the conflict.
Potholing for utilities that are less than two (2) inches in diameter will not be approved, see Section 7-
09.3(6). Pothole restoration shall adhere to the pavement repair detail in the Plans when within the roadway and shall be backfilled with Gravel Borrow with surface restoration per Plans when not located within the roadway.
2-02.4 Measurement
(******) Supplement this Section with the following:
“Asphalt Conc. Pavement Removal” shall be measured per square yard, regardless of depth.
“Potholing” shall be measured per each for each pothole approved by the Engineer prior to excavation. To be considered for payment, potholing must be done prior to starting trenching, excavation work, or foundation construction, and must follow locates marked in field. The quantity for “Potholing” is an estimate, and the actual number of potholes may be more or less that that shown in the Proposal.
“Cement Conc. Pavement Removal” shall be measured per square yard, regardless of depth and shall include concrete driveway approaches, sidewalk, curb ramps, and slabs regardless of depth.
“Curb Removal” shall be measured per linear foot for all types of curb removed, except asphalt wedge
curb and pedestrian curb. Removal of asphalt wedge curb or pedestrian curb will not be measured for payment.
No measurement for payment shall be made for saw cutting of any kind. Saw cutting shall be
included with the other associated bid items in the Proposal.
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Contractor shall note that City Standard Detail 3155 requires additional sawcut width from the trench soil wall. This wider sawcut shall be made following backfill and compaction of trench backfill
material.
2-02.5 Payment
(******)
Supplement this Section with the following:
“Removal of Structures and Obstructions”, lump sum.
All items noted for removal/abandonment or salvage on the Plans to which other Bid items do not apply shall be considered included in the lump sum Bid item “Removal of Structures and Obstructions” including, but not limited to, the items shown on the Plans and those specified herein. Demolition, haul, and disposal of all structures and materials offsite to which this Bid item applies shall also be considered incidental. Filling voids left after removal of structures or pipe shall not be measured for payment and shall be considered incidental.
“Asphalt Conc. Pavement Removal”, per square yard.
The unit Contract price for “Asphalt Conc. Pavement Removal” per square yard shall be full compensation for all labor, tools, equipment, and materials necessary to remove, haul, and dispose of
asphalt concrete pavement offsite. Includes but not limited to City streets, private access roads, and driveways.
“Potholing”, per each.
The unit Contract price for “Potholing” per each shall be full compensation for all labor, tools, equipment, and materials necessary to expose the locations of existing utilities, record vertical and horizontal locations, backfill, and compact excavated areas per City Standard Details. This unit price shall also include the cost for rescheduling work as required to allow the City time (up to five (5) Working days) to issue any design modifications as may be required.
For the purposes of bidding equality, the Contracting Agency has furnished an estimated quantity for Potholing. Actual payment for this work will be made only for the actual amount of work performed as authorized and deemed necessary by the Engineer and may differ greatly from the estimated amount provided.
“Cement Conc. Pavement Removal”, per square yard.
The unit Contract price for “Cement Conc. Pavement Removal” shall be full compensation for all labor,
tools, material, and equipment costs necessary or incidental to completely remove concrete sidewalks, curb ramps, driveways, and slabs, regardless of depth, to the nearest joint or at the joint specified by the Inspector and/or Project Manager and dispose of at an offsite location.
“Curb Removal”, per linear foot.
The unit Contract price for “Curb Removal” shall be full compensation for all labor, tools, material, and equipment costs necessary or incidental to completely remove curbs of any type at the joint
specified by the Inspector and dispose of at an offsite location.
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2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.1 Description
(******) Supplement this Section with the following:
All excavation, regardless of the nature or type of materials encountered, performed under this Contract
shall be considered as unclassified excavation.
2-03.3 Construction Requirements
(******)
Supplement this Section with the following:
Unauthorized over-excavated areas outside of the roadway prism shall be filled with Gravel Borrow to be furnished, placed, and compacted at the Contractor’s expense.
Unauthorized over-excavated areas within the roadway prism shall be filled with Crushed Surfacing Top Course to be furnished, placed, and compacted at the Contractor’s expense.
2-03.3(7) Disposal of Surplus Material
(******) Supplement this Section with the following:
The Contractor shall haul all excavated material offsite and dispose of it at a legal disposal site unless directed otherwise by the Engineer. Disposal of surplus material shall be considered incidental to the project and as such, included in the various unit prices bid in the Proposal.
2-03.4 Measurement
(******) Supplement this Section with the following:
No measurement will be made for roadway excavation.
2-03.5 Payment
(******)
Supplement this Section with the following:
All cost associated with roadway excavation shall be included in the bid price for the associated improvement being installed.
2-04 HAUL
(******)
Add the following new Section:
2-04.2 Hauling on Other Than State Highways
If the sources of materials provided by the Contractor necessitate hauling over roads other than City
streets, the Contractor shall, at the Contractor’s expense, make all arrangements for the use and cleaning, if necessary, of the haul routes.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-77
2-04.5 Payment
(******)
Supplement this Section with the following:
All costs associated with hauling materials of any description to, from, and within the Project site shall be considered incidental to the project and shall be included in the appropriate unit Bid prices in the
Proposal and no further compensation will be paid.
2-06 SUBGRADE PREPARATION
2-06.3 Construction Requirements
2-06.3(1) Subgrade for Surfacing
(******) Supplement this Section with the following:
Preparation and compaction of the subgrade shall be considered as essential to the construction and all costs thereof shall be incidental to the Work. Preparation, compaction, maintenance, and all other work
related to subgrade establishment shall not be measured for payment. The subgrade shall be shaped and maintained to drain at all times during construction, including temporary ditches and modifications to drainage structures necessary to eliminate standing water on the subgrade.
2-06.5 Measurement and Payment
(******) Supplement this Section with the following:
Preparing and maintaining subgrade shall be considered essential to the Work and will not be measured for payment.
2-07 WATERING
2-07.3 Construction Requirements
(******) Supplement this Section with the following:
During construction, the Contractor shall have available for the project, suitable water truck(s) that shall be operated as necessary to control dust. Failure to have a water truck immediately accessible to the job, and failure to use said water truck for dust control, shall be adequate reason to “shutdown” the project construction. Such shutdown is herein agreed to upon submitting a Bid for this project. Shutdowns due to the Contractor’s failure to control dust shall not be considered as unworkable days.
Water placement includes that required for dust control while excavating for the street or the installation of the utilities, for processing and compacting the subgrade, and for dust control between the time of subgrade preparation and the placing of asphalt. Dust control water shall be applied as directed by the
Engineer or the City Construction Inspector and for such period of time as they deem necessary.
Reference Special Provisions section 1-05.16 for information regarding obtaining a hydrant meter if needed for watering. All water used from City hydrants to support the project shall be at no-cost to the
Contractor unless determined to be wasteful.
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2-07.5 Payment
(******)
Supplement this Section with the following:
No additional payment shall be made for “Watering”. All costs incurred for this item shall be included in the other related Bid items.
2-09 STRUCTURE EXCAVATION
2-09.1 Description
Supplement this section with the following:
(******)
Work shall also include using controlled density fill (CDF) for backfilling in scenarios where vertical separation between other utilities does not facilitate compaction methods; this excludes water and sewer vertical separations per Department of Health and Department of Ecology requirements. CDF may only be used at the direction of the Engineer.
2-09.3 Construction Requirements
2-09.3(1) General Requirements
2-09.3(1)D Disposal of Excavated Material
(******)
Delete Section 2-09.3(1)D and replace it with the following:
All costs associated with hauling and disposing of excess/surplus excavated material shall be included
in associated Bid items and no additional compensation shall be considered.
(******) Add the following new Section:
2-09.3(1)G Trench Dewatering
All “normal trench dewatering” work associated with maintaining a trench suitable for pipeline construction or services extension will be incidental and included in the other items of work.
“Normal trench dewatering” is defined as dewatering methods occurring in or directly adjacent to the trench, including trash pumps, sump pumps, or other methods in the excavated areas. Normal trench dewatering does not include a dewatering system such as well points, well screens, or deep wells.
Arrange “normal trench dewatering” discharge to facilitate sample collection by Owner. Fine sand or silt concentrations shall not exceed 5 ppm during normal pumping activities.
Contractor may use dewater for compaction work; if not then Contractor shall direct trench dewatering through erosion control measures per Section 8-01 prior to discharging to the existing ditch stormwater collection along Marine Dr. or through the City’s stormwater infrastructure at the intersection of Marine
Dr. and Rocky Point Rd. NW. In the event no ditches are adjacent to the trench to accept dewater, then Contractor shall provide materials, equipment, means, and/or methods to clean the water per the requirements stated in the City’s Municipal Stormwater Permit and discharge in a safe manner away
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-79
from private properties without flooding impacts; these discharge requirements also apply to flushing water.
2-09.3(4) Construction Requirements, Structure Excavation, Class B
(******) Supplement this Section with the following:
Where excavation equals or exceeds a depth of four (4) feet, the Contractor shall provide, construct, maintain, and remove as required, safety systems that meet the requirements of the Washington Industrial Safety and Health Act, RCW 49.17, including WAC 296-155. The trench safety systems shall be designed by a qualified person and meet accepted engineering requirements (see WAC 296-155-660). Contractor shall provide the City with stamped documentation stating capacity limitations for the selected shoring.
The Contractor shall furnish, install, and operate all necessary equipment to keep excavations above the foundation level free from water during construction and shall dewater and dispose of the water so
as not to cause injury to public or private property, damage to the storm system, or nuisance to the public. Sufficient pumping equipment in good working condition shall be available at all times for all emergencies, including power outage, and the Contractor shall have available at all times competent
workmen for the operation of the pumping equipment.
2-09.4 Measurement
(******)
Supplement this Section with the following:
“Controlled Density Fill” will be measured by the cubic yard.
No measurement will be made for any class of structure excavation.
No measurement will be made for hauling, stockpiling, and disposing of excess/surplus excavated material.
No specific unit of measurement shall be applied to the lump sum item of “Shoring or Extra Excavation
Class B”.
2-09.5 Payment
(******)
Supplement this Section with the following:
“Shoring or Extra Excavation Class B”, lump sum.
The lump sum price in the Proposal shall be full compensation for the cost of all labor, tools, equipment, and materials necessary or incidental to furnishing, installing, and removing shoring systems, as well as providing structural certification to the City. When extra excavation is used in lieu of constructing
the shoring, cofferdam, sheet piles, or caisson, the lump sum Contract price shall be full pay for all excavation, backfill, compaction, and other work required for extra excavation Class B.
“Controlled Density Fill”, cubic yard.
The unit price in the Proposal for “Controlled Density Fill” will be measured by the cubic yard per neat line measurements in the field.
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2-11 TRIMMING AND CLEANUP
2-11.1 Description
(******) Supplement this Section with the following:
During construction, and then upon completion of the work, the Contractor shall thoroughly comb and search the surrounding area and remove any construction material thrown or discarded amongst the trees, bushes, ditches, etc., such as paint cans, cartons, broken pipe, pavement pieces, paper, bottles, etc., and shall tidy up the surrounding general area to make it neat in appearance, including removal of debris that may or may not have been deposited by Contractor’s operation.
Paved surfaces, existing and new, shall be thoroughly cleaned upon completion of work within the area, and shall require daily cleaning if dust or mud exists. Prior to job acceptance, all streets shall be cleaned.
2-11.3 Construction Requirements
(******)
Add the following new Subsections:
2-11.3(1) Routine Cleaning
General
• Retain all stored materials and equipment in an orderly fashion allowing maximum access, not impeding drainage or traffic, and providing protection.
• Do not allow the accumulation of scrap, debris, waste material, and other items not required for this work.
• At least once a week, and more often if necessary or as directed by the Construction Inspector or Engineer, the Contractor shall completely remove all scrap, debris, and waste material from the project site.
• Provide adequate storage for all materials awaiting removal from the project site, observing all requirements for fire protection and protection of the environment.
Site
• Daily and more often if necessary or as directed, inspect the site and pick up all scrap, debris,
and waste material. Remove all such items to the place designated for their storage until it can be disposed of.
• Weekly, and more often if necessary or directed, inspect all arrangements of materials stored on the site, restack, tidy, or otherwise service all arrangements to meet the requirements above.
• Maintain the site in a neat and orderly condition at all times so as to meet the approval of the Owner.
2-11.3(2) Final Cleaning
Prior to final inspection, remove from the job site, all tools, surplus materials, equipment, scrap, debris, and waste.
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2-11.4 Measurement
Delete this Section and replace with the following:
Trimming and cleanup will not be measured specifically for payment but shall be included in “Mobilization”.
END OF DIVISION 2
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DIVISION 3 AGGREGATE PRODUCTION AND ACCEPTANCE
3-01 PRODUCTION FROM QUARRY AND PIT SITES
3-01.4 Contractor Furnished Material Sources
(******) Supplement this Section with the following:
No source has been provided for any materials necessary for the construction of this improvement.
The Contractor shall make arrangements to obtain the necessary materials at no expense to the City, and all costs of acquiring, producing, and placing this material in the finished work shall be included in the unit Contract prices for the various items involved.
If the source of materials provided by the Contractor necessitates hauling over roads other than City
streets, the Contractor at its own expense shall make all arrangements for the use of haul routes.
3-01.6 Payment
(******)
Supplement this Section with the following:
All costs of any work required under Division 3 shall be incidental to and included in the unit contract prices for the various items in the Proposal.
END OF DIVISION 3
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DIVISION 4 BASES
4-04 BALLAST AND CRUSHED SURFACING
4-04.4 Measurement
(******) Supplement this Section with the following:
The basis of measurement for “Crushed Surfacing Top Course” will be by the ton based on certified truck tickets collected by the inspector at the end of each working day. Tickets will be accepted for payment after the end of each working day only when prior arrangements have been made with the inspector.
Crushed surfacing placed thicker than one (1)inch over that which is specified on the Typical Sections will be measured in place and deducted from the accepted certified truck tickets. The in-place measurement will be by the square yard and converted to tons using the aggregate depth shown on the Typical Sections and the density value provided by the City’s contracted material’s testing laboratory.
It is the Contractor’s responsibility to ensure that the subgrade is graded to the proper thickness and elevations to avoid exceeding the compacted thickness shown on the Typical Sections.
No separate measurement for payment will be made for crushed surfacing materials used to fill voids
after demolition of any sort; this does not include pavement repair or trench patching.
If the Contractor chooses to stockpile crushed surfacing materials on or near the site, the Contractor shall establish separate stockpile areas for:
1. Crushed surfacing materials that will be measured and paid for separately. 2. Crushed surfacing materials, which shall be incidental to other items.
Water used in placing and compacting surfacing materials will not be measured for payment.
4-04.5 Payment
(******) Supplement this Section with the following:
“Crushed Surfacing Top Course”, per ton. “Crushed Surfacing Top Course for Trench Patch”, per ton.
“Crushed Surfacing Base Course”, per ton. The Contract Bid prices shall be full compensation for all labor, material, tools, and equipment
necessary to satisfactorily complete the Work as defined in the Standard Specifications and these Special Provisions. Work elements shall include, but not be limited to, purchasing; procuring; hauling; storing, placing; grading; and compacting crushed surfacing.
It is up to the Contractor to track crushed surfacing materials measured for separate payment and those not measured for payment by providing separate stockpiles or another method acceptable by the City Construction Inspector. Should the Contractor not provide separate stockpiles or other method as outlined above, crushed surfacing material paid for per Ton will not be based on certified truck tickets.
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The crushed surfacing will instead be measured by neat line to be converted to tons based neat line measurements in the field and on the cross sections provided in the Plans.
END OF DIVISION 4
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DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS
5-04 HOT MIX ASPHALT
(******) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following:
5-04.1 Description
This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades,
thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming.
HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture.
5-04.2 Materials
Materials shall meet the requirements of the following sections:
Asphalt Binder 9-02.1(4) Cationic Emulsified Asphalt 9-02.1(6)
Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates 9-03.8 Recycled Asphalt Pavement 9-03.8(3)B Mineral Filler 9-03.8(5) Recycled Material 9-03.21 Portland Cement 9-01 Sand 9-03.1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A
The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not
establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furnish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler.
The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile.
The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 1,000 tons produced and not less than ten (10) samples per project. The asphalt content and gradation test
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data shall be reported to the Contracting Agency when submitting the mix design for approval on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these Specifications.
The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from different sources is not permitted.
The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for approval the process that is proposed and how it will be used in the manufacture of HMA.
Production of aggregates shall comply with the requirements of Section 3-01.
Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from stockpiles shall comply with the requirements of Section 3-02.
5-04.2(1) How to Get an HMA Mix Design on the QPL
If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), please follow the WSDOT process outlined in Standard Specification 5-04.2(1).
5-04.2(1)A Vacant
5-04.2(2) Mix Design – Obtaining Project Approval
No paving shall begin prior to the approval of the mix design by the Engineer.
Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the
following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation.
Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide one of the following mix design verification certifications for Contracting Agency review;
• The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix design verification certifications listed below.
• The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification (stamp & sig-nature) of a valid licensed Washington State Professional Engineer.
• The Mix Design Report for the proposed HMA mix design developed by a qualified City or County laboratory that is within one (1) year of the approval date.
The mix design shall be performed by a lab accredited by a national authority such as Laboratory
Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Council (CMEC’s) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO re:source proficiency sample program.
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Mix designs for HMA accepted by Nonstatistical evaluation shall;
• Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the Engineer, and 9-
03.8(6).
• Have anti-strip requirements, if any, for the proposed mix design determined in accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate source compatibility from previous WSDOT lab testing.
At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months from
the original verification date with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design.
Commercial Evaluation Approval of a mix design for “Commercial Evaluation” will be based on a
review of the Contractor’s submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design
approval is not required.
For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of Equivalent Single Axle Loads (ESAL’s) appropriate for the required use and approved by the City
5-04.2(2)B Using Warm Mix Asphalt Processes
The Contractor may elect to use additives that reduce the optimum mixing temperature or serve as a compaction aid for producing HMA. Additives include organic additives, chemical additives and
foaming processes. The use of Additives is subject to the following:
• Do not use additives that reduce the mixing temperature more than allowed in Section 5-04.3(6)
in the production of mixtures.
• Before using additives, obtain the Engineer’s approval using WSDOT Form 350-076 to
describe the proposed additive and process.
5-04.3 Construction Requirements
5-04.3(1) Weather Limitations
Do not place HMA for wearing course on any Traveled Way beginning October 15th through March 31st of the following year without written concurrence from the Engineer.
Do not place HMA on any wet surface, or when the average surface temperatures are less than those specified below, or when weather conditions otherwise prevent the proper handling or finishing of the HMA.
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Minimum Surface Temperature for Paving
Compacted Thickness (Feet) Wearing Course Other Courses
Less than 0.10 55◦F 45◦F
0.10 to .20 45◦F 35◦F
More than 0.20 35◦F 35◦F
5-04.3(2) Paving Under Traffic
When the Roadway being paved is open to traffic, the requirements of this Section shall apply.
The Contractor shall keep intersections open to traffic at all times except when paving the intersection or paving across the intersection. During such time, and provided that there has been an advance warning to the public, the intersection may be closed for the minimum time required to place and
compact the mixture upon City approval. In hot weather, the Engineer may require the application of water to the pavement to accelerate the finish rolling of the pavement and to shorten the time required before reopening to traffic.
Before closing an intersection, advance warning signs shall be placed and signs shall also be placed marking the detour or alternate route.
During paving operations, temporary pavement markings shall be maintained throughout the project. Temporary pavement markings shall be installed on the Roadway prior to opening to traffic. Temporary pavement markings shall be in accordance with Section 8-23.
All costs in connection with performing the Work in accordance with these requirements, except the cost of temporary pavement markings, shall be included in the unit Contract prices for the various Bid items involved in the Contract.
5-04.3(3) Equipment
5-04.3(3)A Mixing Plant
Plants used for the preparation of HMA shall conform to the following requirements:
1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder shall be equipped to heat and hold the material at the required temperatures. The heating shall be accomplished by steam coils, electricity, or other approved means so that no flame shall be in contact with the storage tank. The circulating system for the asphalt binder shall be designed to ensure proper and continuous circulation during the operating period. A valve for the purpose of sampling the asphalt binder shall be placed in either the storage tank or in the supply line to
the mixer. 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location near the charging valve at the mixer unit. The thermometer location shall be convenient and safe for access by Inspectors. The plant shall also be equipped with an approved dial-scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another approved thermometric instrument placed at the discharge chute of the drier to automatically register or
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indicate the temperature of the heated aggregates. This device shall be in full view of the plant operator.
3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the maximum recommended by the asphalt binder manufacturer nor shall it be below the minimum temperature required to maintain the asphalt binder in a homogeneous state. The asphalt binder shall be heated in a manner that will avoid local variations in heating. The heating method shall provide a continuous supply of asphalt binder to the mixer at a uniform average temperature with no individual variations exceeding 25°F. Also, when a WMA additive is included in the asphalt binder, the temperature of the asphalt binder shall not exceed the maximum recommended by the manufacturer of the WMA additive. 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a mechanical sampler for the sampling of the mineral materials. The mechanical sampler shall meet the requirements of Section 1-05.6 for the crushing and screening operation. The
Contractor shall provide for the setup and operation of the field testing facilities of the Contracting Agency as provided for in Section 3-01.2(2). 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following
methods: a. A mechanical sampling device attached to the HMA plant. b. Platforms or devices to enable sampling from the hauling vehicle without entering the
hauling vehicle.
5-04.3(3)B Hauling Equipment
Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of canvas or other suitable material of sufficient size to protect the mixture from adverse weather. Whenever the weather conditions during the work shift include, or are forecast to include, precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 30 minutes, the cover shall be securely attached to protect the HMA.
The contractor shall provide an environmentally benign means to prevent the HMA mixture from adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in operation
during the process of applying the release agent.
5-04.3(3)C Pavers
A paver is required for paving the water main trench with HMA.
HMA pavers shall be self-contained, power-propelled units, provided with an internally heated vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix material in lane widths required by the paving section shown in the Plans.
The HMA paver shall be in good condition and shall have the most current equipment available from the manufacturer for the prevention of segregation of the HMA mixture installed, in good condition, and in working order. The equipment certification shall list the make, model, and year of the paver and
any equipment that has been retrofitted.
The screed shall be operated in accordance with the manufacturer’s recommendations and shall effectively produce a finished surface of the required evenness and texture without tearing, shoving, segregating, or gouging the mixture. A copy of the manufacturer’s recommendations shall be provided
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upon request by the Contracting Agency. Extensions will be allowed provided they produce the same results, including ride, density, and surface texture as obtained by the primary screed. Extensions
without augers and an internally heated vibratory screed shall not be used in the Traveled Way.
When specified in the Contract, reference lines for vertical control will be required. Lines shall be placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the reference line will be permitted. The grade and slope for intermediate lanes shall be controlled automatically from reference lines or by means of a mat referencing device and a slope control device. When the finish of the grade prepared for paving is superior to the established tolerances and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, and smoothness can best be achieved without the use of the reference line, a mat referencing device may be substituted for the reference line. Substitution of the device will be subject to the continued approval of the Engineer. A joint matcher may be used subject to the approval of the Engineer. The reference line may be removed after the completion of the first course of HMA when approved by the Engineer. Whenever the Engineer
determines that any of these methods are failing to provide the necessary vertical control, the reference lines will be reinstalled by the Contractor.
The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories
necessary for satisfactory operation of the automatic control equipment.
If the paving machine in use is not providing the required finish, the Engineer may suspend Work as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be
thoroughly removed before paving proceeds.
5-04.3(3)D Material Transfer Device or Material Transfer Vehicle
A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer’s approval, unless
other-wise required by the contract.
Where an MTD/V is required by the contract, the Engineer may approve paving without an MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment in cost or time is
due.
When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to
laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform temperature throughout the mixture. If a windrow elevator is used, the length of the windrow may be limited in urban areas or through intersections, at the discretion of the Engineer.
To be approved for use, an MTV:
1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver.
3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
To be approved for use, an MTD:
1. Shall be positively connected to the paver. 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow.
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3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine.
4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture.
5-04.3(3)E Rollers
Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition and capable of reversing without backlash. Operation of the roller shall be in accordance with the manufacturer’s recommendations. When ordered by the Engineer for any roller planned for use on the project, the Contractor shall provide a copy of the manufacturer’s recommendation for the use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of equipment that results in crushing of the aggregate will not be permitted. Rollers producing pickup, washboard, uneven compaction of the surface, displacement of the mixture or other undesirable results shall not be used.
5-04.3(4) Preparation of Existing Paved Surfaces
When the surface of the existing pavement or old base is irregular, the Contractor shall bring it to a uniform grade and cross-section as shown on the Plans or approved by the Engineer.
Preleveling of uneven or broken surfaces over which HMA is to be placed may be accomplished by
using an asphalt paver, a motor patrol grader, or by hand raking, as approved by the Engineer.
Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to avoid bridging across preleveled areas by the compaction equipment. Equipment used for the compaction of preleveling HMA shall be approved by the Engineer.
Before construction of HMA on an existing paved surface, the entire surface of the pavement shall be clean. All fatty asphalt patches, grease drippings, and other objectionable matter shall be entirely removed from the existing pavement. All pavements or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and other foreign matter. All holes and small depressions shall be filled with an appropriate class of HMA. All cold mix installed by the Project Contractor or called out by the Inspector or Engineer shall be removed and filled with the appropriate amount and class of HMA. The surface of the patched area shall be leveled and compacted thoroughly. Prior to the application of tack coat, or paving, the condition of the surface shall be approved by the Engineer.
A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA is to be placed
or abutted; except that tack coat may be omitted from clean, newly paved surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover the existing pavement with a thin film of residual asphalt free of streaks and bare spots at a rate between 0.02 and 0.10 gallons per square yard
of retained asphalt. The rate of application shall be approved by the Engineer. A heavy application of tack coat shall be applied to all joints. For Roadways open to traffic, the application of tack coat shall be limited to surfaces that will be paved during the same working shift. The spreading equipment shall
be equipped with a thermometer to indicate the temperature of the tack coat material.
Equipment shall not operate on tacked surfaces until the tack has broken and cured. If the Contractor’s operation damages the tack coat it shall be repaired prior to placement of the HMA.
The tack coat shall be CSS-1, or CSS-1h emulsified asphalt. The CSS-1 and CSS-1h emulsified asphalt may be diluted once with water at a rate not to exceed one (1) part water to one (1) part emulsified asphalt (1:1). The tack coat shall have sufficient temperature such that it may be applied uniformly at
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the specified rate of application and shall not exceed the maximum temperature recommended by the emulsified asphalt manufacturer.
5-04.3(4)A Crack Sealing
5-04.3(4)A1 General
When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width and greater. Cracks greater than ¼ inch width created by new paving shall be sealed by the Contractor at no additional cost.
Cleaning: Ensure that cracks are thoroughly clean, dry and free of all loose and foreign material when filling with crack sealant material. Use a hot compressed air lance to dry and warm the pavement surfaces within the crack immediately prior to filling a crack with the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing cracks is not required.
Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the components and pour the mixture into the cracks until full. Add additional CSS-1 cationic emulsified asphalt to the sand slurry as needed for workability to ensure the mixture will completely fill the cracks. Strike off the sand slurry flush with the existing pavement surface and allow the mixture to cure. Top off cracks that were not completely filled with additional sand slurry. Do not place the HMA overlay until the slurry has
fully cured.
The sand slurry shall consist of approximately 20 percent CSS-1 emulsified asphalt, approximately 2 percent portland cement, water (if required), and the remainder clean Class 1 or 2 fine aggregate per
section 9-03.1(2). The components shall be thoroughly mixed and then poured into the cracks and joints until full. The following day, any cracks or joints that are not completely filled shall be topped off with additional sand slurry. After the sand slurry is placed, the filler shall be struck off flush with the existing pavement surface and allowed to cure. The HMA overlay shall not be placed until the slurry has fully cured. The requirements of Section 1-06 will not apply to the portland cement and sand used in the sand slurry.
In areas where HMA will be placed, use sand slurry to fill the cracks.
In areas where HMA will not be placed, fill the cracks as follows:
1. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. 2. Cracks greater than 1 inch in width – fill with sand slurry.
Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the material in
accordance with these requirements and the manufacturer’s recommendations. Furnish a Type 1 Working Drawing of the manufacturer’s product information and recommendations to the Engineer prior to the start of work, including the manufacturer’s recommended heating time and temperatures,
allowable storage time and temperatures after initial heating, allowable reheating criteria, and application temperature range. Confine hot poured sealant material within the crack. Clean any overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the Contractor’s method of sealing the cracks with hot poured sealant results in an excessive amount of material on the pavement surface, stop and correct the operation to eliminate the excess material.
5-04.3(4)A2 Crack Sealing Areas Prior to Paving
In areas where HMA will be placed, use sand slurry to fill the cracks.
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5-04.3(4)A3 Crack Sealing Areas Not to be Paved
In areas where HMA will not be placed, fill the cracks as follows:
A. Cracks ¼ inch to 1 inch in width - fill with hot poured sealant. B. Cracks greater than 1 inch in width – fill with sand slurry.
5-04.3(4)B Vacant
5-04.3(4)C Pavement Repair
The Contractor shall excavate pavement repair areas and shall backfill these with HMA in accordance with the details shown in the Plans and as marked in the field; including cold mix which shall be
removed prior to HMA paving.
The Contractor shall conduct the excavation operations in a manner that will protect the pavement that
is to remain. Pavement not designated to be removed that is damaged as a result of the Contractor’s operations shall be repaired by the Contractor to the satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall excavate only within one (1) lane at a time unless approved otherwise by the Engineer. The Contractor shall not excavate more area than can be completely finished during the same shift, unless approved by the Engineer.
Pavement repair depth and dimensions are called out in the Plan’s detail. The Engineer will make the
final determination of the excavation depth required. The minimum width of any pavement repair area shall be four (4) feet unless shown otherwise in the Plans; the width must accommodate a roller. Before any excavation, the existing pavement shall be sawcut or shall be removed by a pavement grinder.
Excavated materials will become the property of the Contractor and shall be disposed of in a Contractor-provided site off the Right of Way or used in accordance with Sections 2-02.3(3) or 9-03.21.
Asphalt for tack coat shall be required as specified in Section 5-04.3(4). A heavy application of tack
coat shall be applied to all surfaces of existing pavement in the pavement repair area.
Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished with the approval of the Engineer. Each lift shall be thoroughly compacted by a mechanical tamper and final lift shall be compacted by a roller.
Contractor shall seal all trench restoration and pavement repair joints with sand slurry prior to overlay paving.
5-04.3(5) Producing/Stockpiling Aggregates and RAP
Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient storage space shall be provided for each size of aggregate and RAP. Materials shall be removed from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant for
processing into the final mixture. Different aggregate sizes shall be kept separated until they have been delivered to the HMA plant.
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5-04.3(5)A Vacant
5-04.3(6) Mixing
After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping additives have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials
is ensured.
When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature by more than 25°F as shown on the reference mix design report or as approved by the Engineer. Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. A maximum water content of two (2) percent in the mix, at discharge, will be allowed providing the water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any of these problems, the moisture content shall be reduced as directed by the Engineer.
Storing or holding of the HMA in approved storage facilities will be permitted with approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no expense
to the Contracting Agency. The storage facility shall have an accessible device located at the top of the cone or about the third point. The device shall indicate the amount of material in storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the top of the cone of the
storage facility, except as the storage facility is being emptied at the end of the working shift.
Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until changes have been approved by the Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and uniform coating of the particles and thorough distribution of the asphalt binder throughout the mineral materials, and RAP is ensured.
5-04.3(7) Spreading and Finishing
The mixture shall be laid upon an approved surface, spread, and struck off to the grade and elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the mixture.
Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of any course shall not exceed the following:
HMA Class 1” 0.35 feet
HMA Class ¾” and HMA Class ½” wearing course 0.30 feet other courses 0.35 feet HMA Class ⅜” 0.15 feet On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and
finishing equipment impractical, the paving may be done with other equipment or by hand.
When more than one JMF is being utilized to produce HMA, the material produced for each JMF shall be placed by separate spreading and compacting equipment. The intermingling of HMA produced from
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more than one JMF is prohibited. Each strip of HMA placed during a work shift shall conform to a single JMF established for the class of HMA specified unless there is a need to make an adjustment in
the JMF.
5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA
For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, uncompacted void content and fracture will be evaluated in accordance with Section 3-04. Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the option of the Engineer.
5-04.3(9) HMA Mixture Acceptance
The City’s material’s testing laboratory will collect a sample from the selected plant the day of paving prior to start of Work; contractor shall coordinate such sample collection.
Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation.
Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is specified.
Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel,
temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer.
The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be made in accordance with this section.
HMA Tolerances and Adjustments
1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance shall be within tolerance. The tolerance limits will be established as follows: For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by adding the tolerances below to the approved JMF values. These values will also be the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in Section 1-06.2(2)D2
Property Non-Statistical Evaluation Commercial Evaluation
Asphalt Binder +/- 0.5% +/- 0.7%
Air Voids, Va 2.5% min. and 5.5% max N/A
For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following tolerances to the approved JMF.
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Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation
1”, ¾”, ½”, and 3/8” sieves +/- 6% +/- 8%
No. 4 sieve +/-6% +/- 8%
No. 8 Sieve +/- 6% +/-8%
No. 200 sieve +/- 2.0% +/- 3.0%
b. Second, adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-
06.2(2)D2. 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exceeds the amounts listed below. a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4
sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt binder content. The maximum adjustment from the approved mix design for the asphalt binder content shall be 0.3 percent
5-04.3(9)A Vacant
5-04.3(9)B Vacant
5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation
HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting Agency by dividing the HMA tonnage into lots.
5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots
A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula
placed (JMF). Only one lot per JMF is expected. A sublot shall be equal to one day’s production or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may be increased to 1200 tons.
All of the test results obtained from the acceptance samples from a given lot shall be evaluated collectively. If the Contractor requests a change to the JMF that is approved, the material produced after the change will be evaluated on the basis of the new JMF for the remaining sublots in the current
lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced.
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Sampling and testing for evaluation shall be performed on the frequency of one (1) sample per sublot.
5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling
Samples for acceptance testing shall be obtained by the Contractor when ordered by the Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in accordance with AASH-TO T 168. A minimum of three (3) samples should be taken for each class of HMA placed on
a project. If used in a structural application, at least one of the three samples shall to be tested.
Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at the discretion of the Engineer.
For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one (1) acceptance test shall be performed. In all cases, a minimum of
three (3) samples will be obtained at the point of acceptance, a minimum of one (1) of the three (3) samples will be tested for conformance to the JMF:
• If the test results are found to be within specification requirements, additional testing will be at the Engineer’s discretion.
• If test results are found not to be within specification requirements, additional testing of the
remaining samples to determine a Composite Pay Factor (CPF) shall be performed.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested,
compliance of Va will use WSDOT SOP 731.
Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308.
Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11.
5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors
For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will determine a Composite Pay Factor (CPF) using the following price adjustment factors:
Table of Price Adjustment Factors
Constituent Factor “f”
All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2
All aggregate passing No. 8 sieve 15
All aggregate passing No. 200 sieve 20
Asphalt binder 40
Air Voids (Va) (where applicable) 20
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Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further
evaluation. When one (1) or more constituents fall outside the nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three (3) sublots exist, backup samples of the existing sublots or samples from the Roadway shall be tested to provide a minimum of three (3) sets of results for evaluation upon City approval.
5-04.3(9)C5 Vacant
5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments
For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance price adjustment
will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will
be considered 1.00 in calculating the Composite Pay Factor (CPF).
5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests
The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit a
written request within seven (7) calendar days after the specific test results have been received. A split of the original acceptance sample will be retested. The split of the sample will not be tested with the same tester that ran the original acceptance test. The sample will be tested for a complete gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the retest will be used for the acceptance of the HMA in place of the original sublot sample test results. The cost of testing will be deducted from any monies due or that may come due the Contractor under the Contract
at the rate of $500 per sample.
5-04.3 (9)D Mixture Acceptance – Commercial Evaluation
If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with no further evaluation. When one (1) or more constituents fall outside the commercial tolerance limits in
the Job Mix Formula shown in 5-04.3(9), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three (3) sublots exist, backup samples
of the existing sublots or samples from the street shall be tested to provide a minimum of three (3)sets of results for evaluation.
For each lot of HMA mix produced and tested under Commercial Evaluation when the calculated CPF
is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and
the unit Contract price per ton of mix.
If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the Composite Pay Factor (CPF).
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5-04.3(10) HMA Compaction Acceptance
HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for
intersections, ramps, truck climbing, weaving, and speed change, and having a specified compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The specified level of density attained will be determined by the evaluation of the density of the pavement. The density of the pavement shall be determined in accordance with WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to determine density.
Tests for the determination of the pavement density will be taken in accordance with the required procedures for measurement by a nuclear density gauge after completion of the finish rolling.
If the Contracting Agency uses a nuclear density gauge to determine density the test procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening to traffic.
For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train. The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density,
shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
Test Results
For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus subject to a price reduction or rejection, the Contractor may request that a core be used for determination of the relative density of the sublot. The relative density of the core will replace the relative density determined
by the nuclear density gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA compaction lot.
When cores are taken by the Contracting Agency at the request of the Contractor, they shall be
requested by noon of the next workday after the test results for the sublot have been provided or made available to the Contractor. Core locations shall be outside of wheel paths and as determined by the Engineer. Traffic control shall be provided by the Contractor as requested by the Engineer. Failure by the Contractor to provide the requested traffic control will result in forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may become due the Contractor under the Contract at the
rate of $200 per core and the Contractor shall pay for the cost of the traffic control.
Cores taken by the Contracting Agency are subject to the requirements of Pavement Repair regarding excavation and restoration limits.
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5-04.3(10)A HMA Compaction – General Compaction Requirements
Compaction shall take place when the mixture is in the proper condition so that no undue displacement,
cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced with new hot mix that
shall be immediately compacted to conform to the surrounding area.
The type of rollers to be used and their relative position in the compaction sequence shall generally be the Contractor’s option, provided the specified densities are attained. Unless the Engineer has approved otherwise, rollers shall only be operated in the static mode when the internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be operated in static mode on bridge decks.
Driveway tie-ins with the road overlay shall not be compacted with rollers.
5-04.3(10)B HMA Compaction – Cyclic Density
Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 percent of the theoretical maximum density. At the Engineer’s discretion, the Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 733. A $500 Cyclic
Density Price Adjustment will be assessed for any 250-foot section with two (2) or more density readings below 90 percent of the theoretical maximum density.
5-04.3(10)C Vacant
5-04.3(10)D HMA Nonstatistical Compaction
5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots
HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance testing
performed by the Contracting Agency dividing the project into compaction lots.
A lot is represented by randomly selected samples of the same mix design that will be tested for acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix Formula placed. Only one (1) lot per JMF is expected. A sublot shall be equal to one day’s production or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per WSDOT T 738.
The sublot locations within each density lot will be determined by the Engineer. For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor’s request after the Engineer is satisfied
that material conforming to the Specifications can be produced.
HMA mixture accepted by commercial evaluation and HMA constructed under conditions other than those listed above shall be compacted on the basis of a test point evaluation of the compaction train.
The test point evaluation shall be performed in accordance with instructions from the Engineer. The number of passes with an approved compaction train, required to attain the maximum test point density, shall be used on all subsequent paving.
HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the Engineer.
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5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing
The location of the HMA compaction acceptance tests will be randomly selected by the Engineer from
within each sublot, with five (5) test per sublot. Tests may be added or removed at the discretion of the Engineer.
5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments
For each compaction lot with one (1) or two (2) sublots, having all sublots attain a relative density that is 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract price with no further evaluation. When a sublot does not attain a relative density that is 92 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). Additional testing by either a nuclear moisture-density gauge or cores will be completed as required to provide a minimum of three (3) tests
for evaluation.
For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent.
The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in the compaction control lot in tons, and the unit Contract price per ton of mix.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to Contract requirements shall be rejected. The Contractor may propose, in writing, alternatives to removal and replacement of rejected material. Acceptability of such alternative proposals will be determined at the sole discretion of the Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit a corrective action proposal to the Engineer for approval.
5-04.3(11)B Rejection by Contractor
The Contractor may, prior to sampling, elect to remove any defective material and replace it with new material without additional cost to the Owner. Any such new material will be sampled, tested, and evaluated for acceptance.
5-04.3(11)C Rejection Without Testing (Mixture or Compaction)
The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears defective. Material rejected before placement shall not be incorporated into the pavement. Any rejected section of Roadway shall be removed.
No payment will be made for the rejected materials or the removal of the materials unless the Contractor requests that the rejected material be tested. If the Contractor elects to have the rejected material tested, a minimum of three (3) representative samples will be obtained and tested. Acceptance of rejected material will be based on conformance with the nonstatistical acceptance Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for the rejected material; in addition, the cost of sampling and testing shall be borne by the Contractor. If the CPF is greater than or equal to
0.75, the cost of sampling and testing will be borne by the Contracting Agency. If the material is rejected
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before placement and the CPF is greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If rejection occurs after placement and the CPF is greater than or equal to 0.75,
compensation for the rejected material will be at the calculated CPF with an addition of 25 percent of the unit Contract price added for the cost of removal and disposal.
5-04.3(11)D Rejection - A Partial Sublot
In addition to the random acceptance sampling and testing, the Engineer may also isolate from a normal sublot any material that is suspected of being defective in relative density, gradation, or asphalt binder content. Such isolated material will not include an original sample location. A minimum of three (3) random samples of the suspect material will be obtained and tested. The material will then be statistically evaluated as an independent lot in accordance with Section 1-06.2(2).
5-04.3(11)E Rejection - An Entire Sublot
An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a minimum of two (2) additional random samples from this sublot will be obtained. These additional
samples and the original sublot will be evaluated as an independent lot in accordance with Section 1-06.2(2).
5-04.3(11)F Rejection - A Lot in Progress
The Contractor shall shut down operations and shall not resume HMA placement until such time as the Engineer is satisfied that material conforming to the Specifications can be produced:
1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the Contractor
is taking no corrective action, or 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the Contractor is taking no corrective action, or
3. When either the PF for any constituent or the CPF of a lot in progress is less than 0.75.
5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction)
An entire lot with a CPF of less than 0.75 will be rejected.
5-04.3(12) Joints
5-04.3(12)A HMA Joints
5-04.3(12)A1 Transverse Joints
The Contractor shall conduct operations such that the placing of the top or wearing course is a continuous operation or as close to continuous as possible. Unscheduled transverse joints will be
allowed and the roller may pass over the unprotected end of the freshly laid mixture only when the placement of the course must be discontinued for such a length of time that the mixture will cool below compaction temperature. When the Work is resumed, the previously compacted mixture shall be cut
back to produce a slightly beveled edge for the full thickness of the course.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse joint as a result of paving planingis open to traffic. The HMA in the temporary wedge shall be separated from the permanent HMA by strips of heavy wrapping paper or other methods approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a slightly beveled edge for the full thickness of the course prior to resumption of paving.
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The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or tamping irons shall be used to seal the joint.
5-04.3(12)A2 Longitudinal Joints
The longitudinal joint in any one course shall be offset from the course immediately below by not more than six (6) inches nor less than two (2) inches. All longitudinal joints constructed in the wearing course shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted.
5-04.3(13) Surface Smoothness
The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and grade, and free from defects of all kinds. The completed surface of the wearing course shall not vary
more than ⅛ inch from the lower edge of a ten (10) foot straightedge placed on the surface parallel to the centerline. The transverse slope of the completed surface of the wearing course shall vary not more than ¼ inch in ten (10) feet from the rate of transverse slope shown in the Plans.
When deviations in excess of the above tolerances are found that result from a high place in the HMA, the pavement surface shall be corrected by one (1) of the following methods:
1. Removal of material from high places by grinding with an approved grinding machine, or 2. Removal and replacement of the wearing course of HMA, or 3. By other method approved by the Engineer.
Correction of defects shall be carried out until there are no deviations anywhere greater than the
allowable tolerances.
Deviations in excess of the above tolerances that result from a low place in the HMA and deviations resulting from a high place where corrective action, in the opinion of the Engineer, will not produce satisfactory results will be accepted with a price adjustment. The Engineer shall deduct from monies due or that may become due to the Contractor the sum of $500.00 for each and every section of single traffic lane 100 feet in length in which any excessive deviations described above are found.
When utility appurtenances such as manhole covers and valve boxes are located in the traveled way, the utility appurtenances shall be adjusted to the finished grade following paving. This requirement
may be waived when requested by the Contractor, at the discretion of the Engineer or when the adjustment details provided in the project plan or specifications call for utility appurtenance adjustments after the completion of paving.
Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start of paving.
5-04.3(14) Planing (Milling) Bituminous Pavement
The planning plan must be approved by the Engineer and a pre planing meeting must be held prior to the start of any planing. See Section 5-04.3(14)B2 for information on planning submittals.
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Locations of existing surfacing to be planed are as shown in the Drawings.
Where planing an existing pavement is specified in the Contract, the Contractor must remove existing surfacing material and to reshape the surface to remove irregularities. The finished product must be a prepared surface acceptable for receiving an HMA overlay.
Use the cold milling method for planing unless otherwise specified in the Contract. Do not use the
planer on the final wearing course of new HMA.
Conduct planing operations in a manner that does not tear, break, burn, or otherwise damage the surface which is to remain. The finished planed surface must be slightly grooved or roughened and must be free from gouges, deep grooves, ridges, or other imperfections. The Contractor must repair any damage to the surface by the Contractor’s planing equipment, using an Engineer approved method.
Repair or replace any metal castings and other surface improvements damaged by planing, as determined by the Engineer.
A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a minimum of 4 inches of curb reveal after placement and compaction of the final wearing course. The dimensions of the wedge must be as shown on the Drawings or as specified by the Engineer.
A tapered wedge cut must also be made at transitions to adjoining pavement surfaces (meet lines) where
butt joints are shown on the Drawings. Cut butt joints in a straight line with vertical faces 2 inches or more in height, producing a smooth transition to the existing adjoining pavement.
After planing is complete, planed surfaces must be swept, cleaned, and if required by the Contract,
patched and preleveled.
The Engineer may direct additional depth planing. Before performing this additional depth planing, the Contractor must conduct a hidden metal in pavement detection survey as specified in Section 5-
04.3(14)A.
5-04.3(14)A Pre-Planing Metal Detection Check
Before starting planing of pavements, and before any additional depth planing required by the Engineer, the Contractor must conduct a physical survey of existing pavement to be planed with equipment that can identify hidden metal objects.
Should such metal be identified, promptly notify the Engineer.
See Section 1-07.16(1) regarding the protection of survey monumentation that may be hidden in pavement.
The Contractor is solely responsible for any damage to equipment resulting from the Contractor’s failure to conduct a pre-planing metal detection survey, or from the Contractor’s failure to notify the Engineer of any hidden metal that is detected.
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5-04.3(14)B Paving and Planing Under Traffic
5-04.3(14)B1 General
In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply with the following:
1. Intersections: a. Keep intersections open to traffic at all times, except when paving or planing operations through an intersection requires closure upon approval by the City. Such closure must be kept to the minimum time required to place and compact the HMA mixture, or plane as appropriate. For paving, schedule such closure to individual lanes or portions thereof that allows the traffic volumes and schedule of traffic volumes required in the approved traffic control plan. Schedule work so that adjacent intersections are not impacted at the same time and comply with the traffic control restrictions required by the Engineer. Each individual intersection closure or
partial closure, must be addressed in the traffic control plan, which must be submitted to and accepted by the Engineer, see Section 1-10.2(2). b. When planing or paving and related construction must occur in an intersection, consider
scheduling and sequencing such work into quarters of the intersection, or half or more of an intersection with side street detours. Be prepared to sequence the work to individual lanes or portions thereof.
c. Should closure of the intersection in its entirety be necessary, and no trolley service is impacted, keep such closure to the minimum time required to place and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed. d. Any work in an intersection requires advance warning in both signage and a number of Working Days advance notice as determined by the Engineer, to alert traffic and emergency services of the intersection closure or partial closure. e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been obtained from the Engineer. f. Temporary centerline marking, post-paving temporary marking, temporary stop bars, and maintaining temporary pavement marking must comply with Section 8-23.
g. Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B2 Submittals – Planing Plan and HMA Paving Plan
The Contractor must submit a separate planing plan and a separate paving plan to the Engineer at least
seven (7) calendar days in advance of each operation’s activity start date. These plans must show how the moving operation and traffic control are coordinated, as they will be discussed at the pre-planing briefing and pre-paving briefing. When requested by the Engineer, the Contractor must provide each
operation’s traffic control plan on 22 x 34 inch or larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of traffic beyond the area of operation where detour traffic may be required. The scale on the Shop Drawings is 1 inch = 20 feet, which may be changed if the
Engineer agrees sufficient detail is shown.
The planing operation and the paving operation include, but are not limited to, metal detection, removal of asphalt and temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving
trains, rolling, scheduling, and temporary access ramps may be discussed at the briefing.
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When intersections will be partially or totally blocked, provide adequately sized and noticeable signage alerting traffic of closures to come, a minimum of three (3) Working Days in advance. The traffic
control plan must show where police officers will be stationed when signalization is or may be, countermanded, and show areas where flaggers are proposed.
At a minimum, the planing and the paving plan must include:
1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day’s traffic control as it relates to the specific requirements of that day’s planing and paving. Briefly describe the sequencing of traffic control consistent with the proposed planing and paving sequence, and scheduling of placement of temporary pavement markings and channelizing devices after each day’s planing, and paving.
2. A copy of each intersection’s traffic control plan. 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, including return routes. Describe the complete round trip as it relates to the sequencing of paving operations. 4. Names and locations of HMA Supplier facilities to be used. 5. List of all equipment to be used for paving.
6. List of personnel and associated job classification assigned to each piece of paving equipment. 7. Description (geometric or narrative) of the scheduled sequence of planing and of paving, and intended area of planing and of paving for each day’s work, must include the directions of proposed planing and of proposed paving, sequence of adjacent lane paving, sequence of skipped lane paving, intersection planing and paving scheduling and sequencing, and proposed notifications and coordinations to be timely made. The plan must show HMA joints relative to the final pavement marking lane lines. 8. Names, job titles, and contact information for field, office, and plant supervisory personnel. 9. A copy of the approved Mix Designs. 10. Tonnage of HMA to be placed each day. 11. Approximate times and days for starting and ending daily operations.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least two (2) Working Days before the first paving operation and the first planing operation, or as scheduled by the Engineer for future paving and planing operations to ensure the Contractor has
adequately prepared for notifying and coordinating as required in the Contract, the Contractor must be prepared to discuss that day’s operations as they relate to other entities and to public safety and convenience, including driveway and business access, garbage truck operations, transit operations and
working around energized overhead wires, school and nursing home and hospital and other accesses, other contractors who may be operating in the area, pedestrian and bicycle traffic, and emergency services. The Contractor, and Subcontractors that may be part of that day’s operations, must meet with the Engineer and discuss the proposed operation as it relates to the submitted planing plan and paving plan, approved traffic control plan, and public convenience and safety. Such discussion includes, but is not limited to:
General for both Paving Plan and for Planing Plan:
1. The actual times of starting and ending daily operations. a. In intersections, how to break up the intersection, and address traffic control and signalization for that operation, including use of peace officers.
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b. The sequencing and scheduling of paving operations and of planing operations, as applicable, as it relates to traffic control, to public convenience and safety, and to other contractors who
may operate in the Project Site. c. Notifications required of Contractor activities and coordinating with other entities and the public as necessary. d. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving. e. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed. f. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings, before planning, see Section 5-04.3(14)B2. g. Description of how flaggers will be coordinated with the planing, paving and related
operations. h. Description of sequencing of traffic controls for the process of rigid pavement base repairs. i. Other items the Engineer deems necessary to address.
2. Paving – additional topics: a. When to start applying tack and coordinating with paving. b. Types of equipment and numbers of each type equipment to be used. If more pieces of
equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements. c. Number of JMFs to be placed, and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers and MTVs are cleaned so that one JMF does not adversely influence the other JMF. d. Description of contingency plans for that day’s operations such as equipment breakdown, rain out, and Supplier shutdown of operations. e. Number of sublots to be placed, sequencing of density testing, and other sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
Apply a fog seal where shown in the plans. Construct the fog seal in accordance with Section 5-02.3. Unless otherwise approved by the Engineer, apply the fog seal prior to opening to traffic.
5-04.3(16) HMA Road Approaches
HMA approaches shall be constructed at the locations shown in the Plans. The Work shall be performed in accordance with Section 5-04.
5-04.4 Measurement
HMA Cl. ___ PG ___ will be measured by the ton in accordance with Section 1-09.2, with no deduction being made for the weight of asphalt binder, mineral filler, or any other component of the mixture. If the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11), the material removed
will not be measured. Utilized for overlay and driveway tie-in paving work.
“Planing Bituminous Pavement” will be measured by the square yard.
“Pavement Subgrade Repair” will be measured by the square yard regardless of depth, used to repair pavement as determined by the Engineer and marked by the Inspector. Include coordination with
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Inspector for marking limits, saw-cutting, excavation, backfill, and compaction if not included in other bid items.
“Commercial HMA for Trench Patch” used for trench patching prior to planing and overlay will be based on certified truck tickets collected by the inspector at the end of the day of paving.
“Cold Mix” shall be measured per ton based on certified truck tickets collected on the day of delivery. Only cold mix that is specifically required in writing by the City will be measured for payment. Cold mix placed without prior City approval will not be measured for payment.
No specific unit of measure will apply to anti-stripping additive, which shall be included in the measurements for the HMA items that are included in the Proposal.
The basis of measurement for HMA will be by the ton based on certified truck tickets collected by the inspector at the end of each working day. Tickets will be accepted for payment after the end of each working day only when prior arrangements have been made with the Inspector.
Pavement/subgrade damage resulting from inadequate protection by the Contractor in patched areas receiving traffic (i.e., driveway entrances or side streets) shall be removed and repaired at the sole expense of the Contractor.
Asphalt placed outside the thickness tolerances allowed within the Standard Specifications will not be
measured for payment. Areas of the HMA which are in excess of 1/2-inch over that which is specified on the Typical Sections will be measured for payment by the square yard and converted to tonnage using the asphalt depth shown on the Typical Sections and the RICE value provided by the lab. It is
the Contractor’s responsibility to assure that the crushed surfacing is graded to the proper elevations to avoid exceeding the compacted thickness shown on the Typical Sections.
No measurement will be made for asphalt used in conjunction with adjusting utilities to final grade and
is considered incidental to the project.
Temporary pavement marking will be considered incidental to the project.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the Proposal:
“HMA CL. 1/2 In. PG 58H-22”, per ton.
“Commercial HMA for Trench Patch”, per ton.
The unit Contract price per ton for “HMA CL. 1/2 In. PG 58H-22” and “Commercial HMA for Trench Patch” shall be full payment for all costs incurred to carry out the requirements of Section 5-04,
including testing, and shall include anti-stripping additive in accordance with the Contract. Any costs that are already included in other Bid items in the Proposal shall not be included in the unit Contract prices per ton for these HMA Bid items.
“Planing Bituminous Pavement”, per square yard.
The unit Contract price per square yard for “Planing Bituminous Pavement” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(14).
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“Pavement Subgrade Repair”, per square yard.
The unit Contract price for “Pavement Subgrade Repair” shall be full payment for all costs incurred to perform the Work described in Section 5-04.3(5)E, including removing existing asphalt pavement, excavating to a depth of one (1) foot below the bottom of existing HMA; purchasing, providing, placing, grading, and compacting the asphalt and crushed surfacing material to replace the material removed; and removing and disposing of the excavated, unsuitable material. The asphalt immediately above the pavement repair excavation area and crushed surfacing material but below the two (2) inch HMA overlay, shall be included in this bid item.
“Cold Mix”, per ton.
The unit price Bid for “Cold Mix” (if required) shall constitute full compensation for all labor, materials, tools, and equipment necessary and incidental to furnishing, placing, and maintaining asphalt cold mix. Removal and disposal of “Cold Mix” after use shall be included in the Bid item and no additional compensation will be made.
END OF DIVISION 5
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DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS,
WATER MAINS, AND CONDUITS
(******)
Add the following new Section:
7-00 GENERAL MATTERS
7-00.1 General
For the convenience of the Contractor the Plans show approximate locations of various existing utilities and other obstructions. This information, if shown, has been obtained from records and cannot be
guaranteed accurate. The Contractor shall diligently check for interferences with existing utilities ahead of his or her work including exploration in advance of excavation.
The Contractor is further alerted to the provisions of RCW 19.122 and his or her responsibilities by
performing excavation required by the Contract Documents and Standard Specifications.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.2 Materials
(******) Section 7-08.2 is supplemented with the following:
Trench Backfill for water main shall be Native backfill which meets the requirements of Bank Run Gravel for Trench Backfill per Section 9-03.19 or as approved by the Engineer. All excess native materials or materials deemed by the City Construction Inspector as not meeting the requirements of
Bank Run Gravel for Trench Backfill shall be disposed of at an off-site disposal site provided by Contractor.
Should the native excavated materials not meet the requirements of section 9-03.19, the Engineer may
modify the requirements to allow use of native materials or require the use of import trench backfill material meeting the requirements of Section 9-03.19.
Imported trench backfill shall meet the requirements of Section 9-03.12(3)
Pipe bedding material shall be Gravel Backfill for Pipe Zone Bedding per WSDOT 9-03.12(3).
7-08.3 Construction Requirements
(******)
Supplement this Section with the following:
Placement of pipe bedding and trench backfill shall be per City Standard Details 6061 and 6060, respectively.
When the vertical clearance between utilities is less than six (6) inches, notify the Inspector and Engineer for approval for Contractor to provide and install an ODxODx2.5” polyethylene plastic foam
pad between the utilities, where OD is the outside diameter of the larger pipe. Polyethylene plastic foam
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shall be Ethafoam or approved equal. CDF may be used as a backfill between these utilities upon Engineer approval.
7-08.3(3) Backfilling
(******) Supplement this Section with the following:
It is the intent of this project to reuse excavated materials as trench backfill. Should excavated trench materials be deemed unsuitable by the Engineer, native materials from other excavations within the project site may be used in its place. Should no native materials be available on site, import trench backfill material shall be used as approved by Engineer.
If insufficient native material exists meeting these requirements, imported trench backfill shall be used. All pipe zone bedding shall be imported material meeting the requirements specified above. Native material shall not be allowed within the pipe bedding zone.
Native backfill material shall be used for all water services and for off-line appurtenances (i.e., blow-offs, fire hydrants, sampling stations, etc.) unless deemed unsuitable by the Engineer or otherwise stated in the Plans, Standard Details, or Special Provisions.
Backfilling and surface restoration shall closely follow the installation of pipe, so that no more than
150-feet of trench is left open at any one time without approval of the City. Backfill shall be compacted to 95 percent of maximum dry density and shall be satisfactorily demonstrated to the city by density tests per the WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction
and proof rolling under the observation of the City Construction Inspector.
No trench or excavation shall be left open at the end of the working day. All trenches related to water mains, water system appurtenances, and water services shall be backfilled and compacted per the trench
restoration detail with interim cold mix to allow vehicular access at the end of the working day.
The City will hire a material testing consultant to assist in verification of compaction of the native subgrade, import material, and asphalt. Contractor shall coordinate with City regarding potholing or excavating down to native for the materials testing consultant to obtain a sample of native soil for calculation of the Proctor. Contractor shall also provide samples of all different import material to the
City for calculation of the Proctor(s). At a minimum of one (1) week prior to the first hot mix paving operation, Contractor shall inform City of date and time scheduled to pave and provide the hot mix asphalt plant name for the City’s material testing consultant to obtain a sample from the plant.
When public safety concerns exist, the City may require more stringent backfilling standards.
7-08.4 Measurement
(******)
Supplement this section with the following:
“Import Trench Backfill – Water Main” shall be measured per linear foot through fittings and appurtenances as measured along the ground line above the water main (4-inch Diameter and above)
in the field by the City Inspector.
“Native Trench Backfill – Water Main” shall be measured per linear foot through fittings and appurtenances as measured along the ground line above the water main (4-inch Diameter and above)
in the field by the City Inspector.
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“Unsuitable Pipe Foundation Excavation Incl. Haul” will be measured by the cubic yard in place of material actually removed. Because the amount of such excavation is unknown, a quantity has been
estimated to provide a common Bid base. The unit price submitted shall be used for all such excavation. Material that must be excavated during trenching activity or to perform other work as described in the Plans, the Standard Specifications, and these Special Provisions, regardless of the nature of the material, shall not be considered as unsuitable pipe foundation excavation. Only additional material excavated below the pipe subgrade elevation as directed by the Engineer, to provide a stable subgrade for the pipe foundation, shall be measured as “Unsuitable Pipe Foundation Excavation Incl. Haul”.
Native and import trench backfill for water service lines and off-line appurtenances (i.e., blow-offs, fire hydrants, sampling stations, etc.) will not be measured for separate payment, but instead shall be incidental to and included in the unit price for the service line or appurtenance being installed.
Providing and installing Ethafoam pads, if necessary, shall be included in the unit cost for the utility be installed and shall not be measured for separated payment.
7-08.5 Payment
(******) Supplement this section with the following:
“Import Trench Backfill – Water Main”, per linear foot.
The unit price in the Proposal shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to furnishing, hauling, placing, and compacting the specified
import backfill material and disposing of the excavated native materials.
“Native Trench Backfill – Water Main”, per linear foot.
The unit price in the Proposal shall be full compensation for the costs of all labor, tools, equipment,
and materials necessary or incidental to stockpiling, loading, hauling, placing, and compacting Native backfill material. Costs for loading, hauling, and disposing of native material not meeting Native criteria shall be considered incidental to and included in other Bid items in the Proposal and will not be measured for separate payment. Costs for loading, hauling, and disposing of surplus Native material shall be considered incidental to and included in other Bid items in the Proposal and will not be
measured for separate payment.
Pipe bedding for any utility will not be measured for separate payment, but shall be considered incidental to the applicable pipe unit price.
“Unsuitable Pipe Foundation Excavation Incl. Haul”, per cubic yard.
The unit Bid price in the Proposal shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to remove, load, haul, and dispose of the unsuitable material off-
site at a Contractor obtained legal disposal site. The unit price shall also include all costs associated with furnishing, installing, hauling, placing, and compacting the material specified to replace the unsuitable material.
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7-09 WATER MAINS
7-09.2 Materials
(******) Supplement this Section with the following:
Ductile iron pipe for water main shall be Class 52 conforming to AWWA C151. Ductile Iron Pipe shall
be cement mortar lined per AWWA C104.
Coupling connections to existing mains shall be ductile solid long pattern sleeves when connecting to existing ductile iron pipes. Romac RC501 transition couplings shall be used for connections to
dissimilar-material pipe.
Ductile iron pipe joints shall be restrained with Field Lok 350 gaskets as manufactured by US Pipe, or
approved equivalent.
7-09.3(6) Existing Utilities
(******) Supplement this Section with the following:
The approximate horizontal and vertical location of the existing utility mains have been shown on the plans. The vertical alignment of the water main will need to be adjusted to avoid conflict with existing
utilities. Utilities that are larger than two (2) inch in diameter may be approved for pot holing as described in Section 2-02 of these Special Provisions. For utilities less than two (2) inches the contractor shall expose the service line each side of the main crossing and deflect the water main and
service line to avoid conflicts upon Engineer approval.
Add the following new Sections:
7-09.3(6)A Remove/Abandon Existing Water System
(City of Bremerton GSP)
The existing water main pipe shall be drained and abandoned in place with mechanical joint caps installed over cut ends called out in the Plans. Note that the City intends to use the existing main as a slip line or for pipe bursting to run additional smaller pipe as part of a future project. Any damage to the existing cast iron pipe shall be replaced by the Contractor at their own expense.
Drained water shall be utilized for compaction work or pumped and/or conveyed to the stormwater ditches along Marine Dr. Prior to discharging, the water shall be dechlorinated per City Standards. Flow control is only required to prevent flooding of private properties and other public infrastructure (e.g.,
telephone pedestals, junction boxes, etc.).
7-09.3(19) Connections
7-09.3(19)A Connections to Existing Mains
(******)
Supplement this Section with the following:
Contractor shall pothole the existing water main to verify the size and type of materials required to
make the connection prior to connecting to the existing water main. This pothole work shall not be
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applicable under the bid item “Potholing” when related to verification of the location and material of the existing water main to connect to but shall be included in the bid item “Connection to Existing
Main”. All fittings required to make the water main connection shall be onsite and inspected by the City Construction Inspector 24-hours prior to the scheduled connection.
Contractor shall provide written notification to the City and affected residents for water shutdowns per Section 1-07.16 (6) Public Notification Prior to Work. Written notification shall include door hangers to all affected residents.
A representative from the City shall be present for any connection to the City water system. Only City
staff is permitted to operate existing valves to isolate the system.
Water shutdowns shall not be allowed to take place on Fridays.
For connection to existing water system using “wet” tap methods, ONLY the City may tap the water main. City will provide tapping saddle with valve and conduct tap, with Contractor to conduct all other Work including but not limited to: traffic control, saw-cutting, removal of pavement, excavation,
shoring, backfill, compaction, restoration, main extension, etc. Contractor shall not conduct any live “wet” taps for this project.
Where cut-ins are shown on the Plans to existing pipes, the work shall be conducted at such a time and
in such a manner as to minimize interruption of service. Cut-ins and connections shall be done concurrently using multiple crews to minimize the number of outages. The City must approve cut-in time. Necessary pipe, fittings and gate valves shall be assembled at the site ready for installation and disinfected prior to shutting off of water in the existing main. Once the water has been shut off, the work shall be prosecuted and shall not be halted until the line is restored to service. Adequate existing pipe shall be removed, and new restrained pipe joints and fittings shall be installed to accommodate the restraint distance requirements stated in the Plans. Inspector may provide additional direction regarding extents of existing pipe to be replaced with restrained pipe joint and fittings.
At connections to existing water mains, tracer wire installed with the main shall end at the valve per the City detail that corresponds to the existing water main segment.
7-09.3(19)B Maintaining Service
(******)
Supplement this Section with the following:
The existing water mains within the project limits shall remain in service until (1) the proposed water
main is constructed, successfully hydrostatically and bacteriologically tested by the Contractor, and approved by the City and (2) all service lines have been transferred from the existing water main to the proposed water main and (3) City has approved of abandonment of the existing main.
Existing fire hydrants shall remain in service until all new hydrants constructed with the project are installed, tested, and approved by the City for use. Hydrants no longer in service but not yet removed shall be covered with a black garbage bag.
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7-09.4 Measurement
(******)
Section 7-09.4 is supplemented with the following:
No specific unit of measurement shall be applied to the lump sum items “Connect to Existing Water Main”.
No specific unit of measurement shall be applied to the lump sum items “Remove/Abandon Water System”.
Water main trench backfill shall be measured as specified in Section 7-08.
7-09.5 Payment
(******) Supplement this Section with the following:
“Connect to Existing Water Main”, per Each.
The Contract price for connecting to the water main shall be full compensation for all work necessary
or incidental to complete connection at the specified location including, but not limited to, pot hole of the existing connection point, excavation; procuring, providing, laying, and jointing the pipe/fittings/valves/appurtenances; procuring, providing and installing pipe restraint; testing; flushing;
disinfecting the pipe; bedding; native and/or import trench backfill; compaction; and general cleanup.
No thrust blocks will be permitted for connecting to existing water mains unless approved by the City; Contract price shall include providing adequate restraint distance along the existing pipe at the tie-in to
be replaced with restrained pipe/fittings. This Section includes live “wet” taps.
Water main connections to existing have been identified at the following stations:
• Sta 17+28 – Wet tap of 8” cast iron at intersection of Rocky Point Rd. NW and Marine Dr.
• Sta 21+93 – In-line connection to existing 8” ductile iron along Marine Dr.
• Sta 52+47 – Start of north project extents connection with existing of 8” cast iron
• Sta 56+24 – Connection with The Cedars 6” cast iron
• Sta 62+46 – South connection with W Marine Dr. 6” cast iron
• Sta 69+73 – North connection with W Marine Dr. 6” cast iron
• Sta 77+93 – Connection with Fitz Dr. 2” PVC
All work contained within the “Connection to Existing Water Main” boundary as shown on the Plans
shall be included in the corresponding Bid item, including specific restraints as required by Plan details.
Installing tracer wire and marking tape on all water mains shall be included in the pertinent Bid prices and shall not be measured for separate payment. Fittings and restrained fittings shall be included in the per linear foot pipe price and will not be measured for separate payment. Providing and installing Field Lok gaskets on all pipe joints shall be included in the per linear foot price for the water main. All costs for connecting to existing pipe shall also be included in the per linear foot price for water main.
Purchasing, procuring, hauling, placing, and compacting Import pipe bedding and trench backfill shall be included in the pertinent Bid prices and shall not be measured for separate payment.
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All costs associated with removing water as needed to maintain a dry trench shall be included in the per linear foot price for water main.
All costs for providing temporary service to water customers impacted during installation of the water mains shall be included in the per linear foot price for water main and shall not be measured for separate payment.
“Remove/Abandon Water System”, lump sum
The price for “Remove/Abandon Water System” shall be full compensation for all labor, tools, material, and equipment costs necessary or incidental to completely abandon all of the existing waterline and appurtenances within the extents of the project in place including but not limited to excavation, disposal of all materials and replaced meter boxes/lids, mechanical joint plugs, compaction, Native Trench Backfill, coordinating abandonment of segments per the approved Water Main Construction and Connection Sequencing Plan in Section 1-08.4(1) and with the City. Contractor removing and salvaging/disposing of all appurtenances that are connected to the waterline in the limits shown on the
Plans (i.e., hydrants, valves, blowoff assemblies, etc.) shall also be included in this lump sum cost.
Should Import Trench Backfill be required for the removal of the existing system it shall be measured and paid for under the bid item for “Import Trench Backfill – Water Main” per section 7-08.
7-12 VALVES FOR WATER MAINS
7-12.2 Materials
(******)
Supplement this Section with the following:
Gate valves shall be resilient seat gate valves.
Valve boxes shall be per City of Bremerton Standard 5120.
7-12.3 Construction Requirements
(******) Supplement this Section with the following:
Gate valves shall be set in the ground vertically and shall be opened and shut under pressure to check operation and at the same time show no leakage.
Valve boxes shall be installed per City of Bremerton Standard 5120. The valve box shall be centered and plumb over the top of the valve operating nut. The lid shall be installed with the lid tabs parallel to the direction of the water main.
Only valves and valve boxes called out for removal shall be removed by the Contractor. Backfill and compaction shall be per the trench restoration detail.
Blow-off Assembly shall be per City of Bremerton Standard 5210
Combination Air Release/Air Vacuum Valve Assembly shall be per City of Bremerton Standard 5315.
Installation of water service line shall include locater wire buried along the length of the pipe. Locater wire shall be UL listed, type UF, 12-gauge copper.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-117
7-12.5 Payment
(******)
Supplement this Section with the following:
Purchasing, procuring, hauling, placing, and compacting import bedding and backfill material shall be included in the valve unit cost and shall not be measured for separate payment.
Hydrant auxiliary valves shall be included in the Hydrant Assembly unit cost.
7-14 HYDRANTS
7-14.2 Materials
(******) Supplement this Section with the following:
Materials for new hydrant assemblies shall conform to City of Bremerton Fire Hydrant Detail 5081.
7-14.3 Construction Requirements
(******)
Supplement this Section with the following:
Hydrants shall be installed per City of Bremerton Fire Hydrant Detail 5081.
Contractor shall be responsible for determining the correct hydrant barrel length necessary for each
hydrant. For hydrants shown on the other side of ditches from the water main, Contractor shall construct a five (5) foot wide, compacted soil berm that matches the grades on both sides of the ditch, with 3:1 side slopes, to allow emergency access to the fire hydrant. A 12” PVC or CPEP culvert shall be installed and extend six (6) inches past the bottom side slopes of the berm. Contractor shall provide fill and
compaction to establish the required berm height. The culvert inverts shall match the ditch grade on both sides of the berm. The impacted area will be treated as unimproved grass for restoration purposes.
7-14.3(2)C Hydrant Guard Posts
(******) Supplement this Section with the following:
Hydrant guard posts will not be installed with this project.
7-14.4 Measurement
(******) Supplement this section with the following:
No measurement for separate payment will be made for the hydrant lateral tee connection to the main line, the 6-inch diameter ductile iron pipe to connect the hydrant to the mainline, hydrant guard posts,
excavation, bedding, backfill, compaction, or constructing the access berm with culvert. These items shall be considered incidental to and included in the unit price for “Hydrant Assembly”.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-118
7-14.5 Payment
(******)
Supplement this Section with the following:
“Hydrant Assembly”, per each.
The unit prices shall be full compensation for all work to furnish and install a fire hydrant assembly complete and in-place. Work elements shall include, but not be limited to, excavation; bedding; import backfill; compaction; auxiliary gate valve; Storz adaptor; concrete blocking; connecting to the mainline; the 6-inch diameter pipe to connect the mainline to the hydrant; hydrant guard posts; painting; testing; and disinfection. Unit prices also includes installing hydrants across ditches, installing culvert, placing fill and compaction for walkway berm.
Type 1 Blue/Blue raised pavement marker will not be measured for separate payment, but instead will be included in the unit cost for installation of the Hydrant Assembly.
7-15 SERVICE CONNECTIONS
7-15.1 Description
(******) Section 7-09.1 is supplemented with the following:
This Work includes construction of water services conforming to City of Bremerton Standard Detail 5001, 5002, or 5003. Work includes providing new saddles, corporation stops, service lines, angle meter valves, angle meter check valves, meter boxes, and appurtenances for all water services indicated
on the Plans.
The City’s standard details for water services are modified specifically for this project as follows:
(1) Detail 5001 a. Remove the last sentence from Note 2. b. Remove the first sentence from Note 4. (2) Detail 5002 a. Remove the last sentence from Note 2. b. Remove the first sentence from Note 4. (3) Detail 5003 a. Remove “BY CITY FORCES ONLY” from Note 2. b. Remove the first sentence from Note 4.
7-15.2 Materials
(******) Supplement this Section with the following:
Water service materials shall conform to City of Bremerton Standard Detail 5001, 5002, or 5003 with the following exceptions:
(1) Water services shall be High Density Polyethylene (Iron Pipe Size) meeting ASTM D-2239-SIDR 7, 200 PSI minimum. (2) Meter setters will not be utilized for Detail 5003.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-119
7-15.3 Construction Requirements
(******)
Supplement this Section with the following:
Excavating and backfilling for service connections shall be as specified in Section 7-09 and as amended in the Special Provisions, except for service lines that are to be installed under existing asphalt by
trenchless boring methods. Open-cut trenching shall only be allowed with the approval of the Engineer.
All angle meter valves and angle meter check valves shall be new materials and existing valves shall not be used.
The construction plans provide a water meter schedule that describes existing and proposed comments for water meter sizing, active or inactive meters, relocation, and/or replace. These tables may not
contain all the information for each existing utility and the Contractor is responsible for verifying the data with field conditions.
Contractor shall connect the new angle meter check valve to the existing water service line on the
private property side. No Pressure Reducing Valves (PRV) or backflow prevention devices shall be installed with this project. Property Owners may coordinate with the Contractor to install a PRV or backflow prevention pending City approval with the Cross Connection Control Program.
Water meter box and lids for replacement as noted in the Plans will be supplied by the City. Existing meter boxes and/or lids in good condition but damaged by Contractor shall have replacement boxes and/or lids supplied by the City with cost for time, materials, equipment, etc. to be reimbursed by the
Contractor.
All water meters, boxes/lids, and plumbing within the box excluding piping downstream of the check valve that is not installed per City Standard Details and the new service line is active will have deficiencies corrected by City forces only. Contractor shall reimburse City for cost for this work. Contractor shall switch over water meters to new boxes during re-piping and other new service installation related work when the new services are not active yet, meaning the customer is not using
the new service line for water demands.
All meter boxes, existing and new, shall be installed or reinstalled per City Standard Detail 5001, 5002, or 5003, including but not limited to: adjusting meter box to grade, lowering/raising the elevation of the meter box, installing the angle meter check valve on the customer side, etc. The material and size of the customers plumbing downstream of the meter connection is unknown for all the project water meters. Contractor shall be responsible for determining the type and quantity of materials to re-connect the angle meter check valve to the customer’s existing piping. Contractor shall take note of customer’s plumbing material and generate a project list for each water meter to be submitted to the City.
Contractor may encounter existing plumbing for irrigation or other uses when conducting meter box and service Work. Contractor shall notify property owner, Inspector, and Project Manager and coordinate to relocate or remove if the described plumbing would negatively impact the Work in its
current location and would require relocating or removal. Contractor shall leave existing described plumbing if feasible if the City Standard for the service line can be achieved. Contractor shall note the properties with described plumbing to be removed or relocated for submittal to the City.
Contractor may encounter other utilities such as low amperage power or small conduit stubbed inside of meter boxes. All such utility stubs shall be relocated to outside the meter box and shall be stubbed
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-120
vertically inside a one inch hollow PVC pipe, capped above grade but not higher than six (6) inches, and spray painted yellow.
Notify the Engineer and/or Inspector upon finding water meter transmitters without a radio or has two (2) transmittal wire lines connected to its radio. Contractor shall cease Work on the meter(s) involved until the City has separated the transmitters and radios to one (1) of each per meter.
If an existing or proposed water meter is located on the other side of a culvert from the new water main, then the new water service to be installed shall maintain at minimum 24 inches under the culvert at all points. Water meter locations may be adjusted in the field as determined by the Inspector.
No splices of any kind shall be allowed between the water main and the meter angle valve.
Contractor shall reinstall and reconnect existing meters and Meter Transceiver Units (MXU’s). Existing water meters shall be reused, unless noted otherwise in the specifications or replacement is required due to damage or directed by the Engineer.
Add the following new sections: (******)
7-15.3(2) Replace Existing Meter Box and Install New Meter Box
Where specified on the Plans, Contractor shall remove the existing meter box and lid and replace it
with a new meter box and lid provided by the City. The removed meter box and lid shall be disposed of by the Contractor. Coordinate with Inspector regarding whether lid can be re-used.
Contractor shall install the new water service line, new angle meter valve, new angle meter check valve,
and existing water meter in the new water meter box and connect to the customer’s existing piping at the same location where the original connection was.
Coordinate with the Engineer and/or Inspector to obtain the meter boxes and/or lids regarding
quantities, timing, drop-off or pickup location as agreed upon.
Add the following new sections: (******)
7-15.3(3) Relocate Existing Water Meter
Where identified on the Plans, the Contractor shall relocate the existing water meter box and water
meter to the designated location. Contractor shall install the new water service line, new angle meter valve, new angle meter check valve, and existing water meter in the relocated water meter box and connect to the customer’s existing piping at the previous meter location.
7-15.4 Measurement
(******) Supplement this Section with the following:
“Water Service Connection” shall be measured per each regardless of the length from main to meter. This shall include all service connections to ¾”, 1”, and 1 ½” meter sizes, except where noted in the Special Provisions.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-121
“Water Service Connection with Adjustments” shall be measured per each regardless of the length from main to meter, or if meter box requires replacement and/or relocation.
“Private Service Connection Marine Dr Pl. Driveway” shall be measured per each regardless of length from new meter location to existing meter location. This work shall include the cost of an arborist to monitor the impacts on the roots.
7-15.5 Payment
(******) Supplement this Section with the following:
“Water Service Connection”, per each
The unit price for “Water Service Connection” shall be full compensation for complete installation of
each water service to existing meter boxes to remain in the same location for ¾”, 1”, and 1.5” meter seizes including, but not limited to, excavation, tapping main, service line trenching, impact moling, and/or pipe bursting, corporation stops, service lines, new angle meter valves, new angle meter check valves, reinstalling water meters, adjustments to final grade, utilizing existing meter boxes, appurtenances, bedding, trench backfill, tracer wire, marking tape, compaction, flushing, disinfecting, and connecting to the existing service line.
“Water Service Connection with Adjustments”, per each
The unit price for “Water Service Connection with Adjustments” shall be full compensation for complete installation of each water service to existing meter boxes to be relocated, to new meter boxes,
or to new replacement boxes to be relocated for ¾”, 1”, and 1.5” meter sizes, including but not limited to, excavation, tapping main, service line trenching, impact moling, and/or pipe bursting, corporation stops, service lines, new angle meter valves, new angle meter check valves, relocating and/or reinstalling water meters, relocating meter boxes, replacing meter boxes, coordinating and obtaining meter boxes from the City, disposing of existing meter boxes, adjustments to final grade, utilizing existing meter boxes, appurtenances, bedding, trench backfill, tracer wire, marking tape, compaction,
flushing, disinfecting, and connecting to the existing service line.
“Private Service Connection Marine Dr Pl Driveway”, per each.
The unit price for “Private Service Connection Marine Dr Pl Driveway” shall be full compensation for complete and in place installation of the service work stated under Section 7-15 including, but not limited to, excavation, service line trenching, service lines to ¾” meters, bedding, trench backfill, tracer wire, marking tape, compaction, flushing disinfecting, connecting to the existing service line on the back side of the original meter location for the three (3) “spaghetti” services off of Marine Dr. Pl. This bid item also includes the cost and requirement of an arborist on site to monitor the impacts to the
existing roots in this share driveway.
END OF DIVISION 7
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-122
DIVISION 8 MISCELLANEOUS CONSTRUCTION
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.1 Description
(******) Supplement this Section with the following:
Implementation of appropriate TESC BMP’s at the appropriate construction phases is very important to prevent siltation of the subgrade, aggregate courses, drainage ditches, or the City’s stormwater system. The Contractor shall install and maintain all temporary and permanent erosion control measures and Best Management Practices (BMPs) in accordance with the Contract Documents, Standard Specifications, Permit Conditions, 2019 Stormwater Management Manual for Western Washington,
and as directed by the Engineer prior to clearing, grubbing, or grading or as necessary as clearing and grading progresses. Such measures shall include, but are not necessarily limited to:
• Rock, Wattle, Compost sock check dams
• Straw mulch, netting and tackifier
• Concrete wash
• Baker tanks and/or Settling ponds
• Stabilized construction entrance / exit
• Inlet protection on existing and proposed drainage structures
• Reinforced silt fencing
• Plastic Covering
• Temporary pipe slope drains
• Temporary HMA Curb
• Disposal of sediments and materials
• TESC seeding
• Maintenance of BMPs including in the event of emergencies and as weather and field conditions dictate; and also including installation of additional BMPs which may become required as field and weather conditions evolve.
• Street sweeping and Cleaning
• ESC Lead per 8-01 of the Standard Specifications
• All materials, tools, and equipment necessary to meet these requirements
The Contractor shall provide erosion control as required for material stockpiled within the City limits at no cost to the City. The Engineer, in the event of an emergency, and as weather and field conditions
dictate, may require additional erosion controls and BMPs to accommodate construction means and methods, changing site conditions, or change in weather.
Marine Dr. contains numerous ditches connected via culverts that discharge to the Puget Sound. Contractor shall utilize erosion and sediment control methods described in this Section to prevent silt entering the ditches, culverts, or catch basins; both private and public.
Flushing activities along Marine Dr. shall utilize the ditch system to convey water unless the amount of water is too great for the capacity of the ditch. Water containing chlorine shall be dechlorinated to levels stated in the City’s Municipal Stormwater Permit. Contractor shall provide all energy dissipation,
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-123
dechlorination, flow control, and/or other methods to safely convey flushing water out of the road and off private property.
Site Specific BMPs
Temporary Erosion / Water Pollution Control notes and performance criteria are noted in the Contract Documents.
8-01.3 Construction Requirements
(******) Supplement this Section with the following:
The Contractor shall bear sole responsibility for damage to completed portions of the project and to property located off the project caused by erosion, siltation, runoff, or other related items during the
construction of the project. The Contractor shall also bear sole responsibility for any pollution of rivers, streams, groundwater, or other water that may occur as a result of construction operations.
Any area not covered with established, stable vegetation where no further work is anticipated for a
period of 15 days, shall be immediately stabilized with the approved erosion and sedimentation control methods (e.g., seeding and mulching, straw). Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (e.g., perennial rye applied at
approximately 80 pounds per acre).
At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned at a time designated by the City Construction
Inspector. The cleaning operation shall not flush sediment-laden water into the downstream system. The cleaning shall be conducted using an approved vacuum truck capable of jet rodding the lines. The collection and disposal of the sediment shall be the responsibility of the Contractor at no cost to the
City.
Contractor shall note the City is required per the Municipal Stormwater Permit, to conduct inspections of stormwater facilities and construction BMPs following a 10-year storm event.
8-01.3(1)B Erosion and Sediment Control (ESC) Lead
(******)
Supplement this list under the second paragraph with the following:
3. Inspecting all on-site erosion and sediment control BMPs at least once every five (5) working days and within 24 hours of every runoff event.
8-01.3(8) Street Cleaning
(******) Supplement this Section with the following:
The Contractor shall provide for cleaning all surfaced roadways that have become dirty as a result of the execution of this project. This shall be done at the completion of each day's activities or more often if so directed by the Engineer. Contractor shall use broom sweeper mechanical methods.
Contractor shall conduct vacuum sweeping of the project roadway corridors following substantial completion and prior to final project acceptance.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-124
Not having materials or equipment to react in a timely manner to changes may be grounds for the City to issue a Stop Work Order until the Contractor remedies the deficiency or the City may elect to have
complete the street sweeping and deduct the cost from monies due to the Contractor. Time spent under a Stop Work Order in this situation shall not be grounds for a claim for additional payment or additional working days.
Street cleaning work in the Section shall be incidental to “Erosion Control and Water Pollution Prevention”.
8-01.3(16) Removal
(******) Supplement this Section with the following:
Removing Temporary Erosion / Water Pollution Control BMPs
The Contractor shall removal all Temporary Erosion / Water Pollution Control BMPs within twenty (20) days after final stabilization, landscape restoration, or after the BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Final Completion will not be granted until all BMPs are removed.
All ditches and culverts along Marine Dr. shall have sediment removed prior to City granting
Substantial Completion; blowers will not be permitted to remove sediment.
(******) Add the following new Section:
8-01.3(17) Suspension of Work
The Contractor shall be responsible for meeting the Temporary Erosion / Water Pollution Control requirements of the Bid Documents, including maintenance and repair of BMPs already installed, at all
times during suspension.
8-02 ROADSIDE RESTORATION
8-02.1 Description
(******) Supplement this Section with the following:
This work consists of restoring areas disturbed during construction activities by placing and grading topsoil, installing sod to restore lawns and planter strips, and placing and grading bark mulch in landscaped areas.
8-02.2 Materials
Supplement this Section with the following:
Topsoil Type A Section 9-14.1(1)
Bark or Wood Chip Mulch Section 9-14.4(3)
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-125
8-02.3 Construction Requirements
(******)
Supplement this Section with the following:
All lawn and planter strip restoration shall be sod.
Topsoil shall be placed over the disturbed area at an average compacted thickness as specified on the Plans. All restoration practices shall be completed unless otherwise directed by the City Construction Inspector.
Protection and Care of Sod Areas
The Contractor is responsible for applying water to all sod areas until two (2) weeks after Substantial Completion.
8-02.3(4) Topsoil
(******) Supplement this Section with the following:
The Contractor shall thoroughly scarify surface by tilling, disking, or harrowing to a minimum depth of four (4) inches after the subgrade has been backfilled to the elevations needed to establish finished grade after topsoil placement as indicated on the Plans. Prior to placement, the Engineer shall approve
topsoil material. Final grading shall include raking, floating, dragging, and rolling to remove all surface irregularities and to provide a firm, smooth surface with positive drainage. Topsoil Type A shall meet the requirements of Section 9-14.1(1).
8-02.4 Measurement
(******) Supplement this Section with the following:
“Topsoil Type A” and “Bark or Wood Chip Mulch” shall be measured per the cubic yard in the haul conveyance upon ticket delivery to the Inspector.
No specific unit of measurement shall be applied to the lump sum bid item “Remove and Reinstall
Landscaping”
8-02.5 Payment
(******)
Supplement this Section with the following:
“Topsoil Type A”, per cubic yard.
The unit contract price for “Topsoil Type A” shall be full compensation to provide all equipment, labor and materials required for loading, hauling, and placing topsoil. This bid item shall include, but not be limited to, excavation, compaction, placement, and final grading, and maintaining until final
acceptance.
“Bark or Wood Chip Mulch”, per cubic yard.
The unit contract price for “Bark or Wood Chip Mulch” shall be full pay to provide all equipment,
labor, and materials to prepare bed, apply bark, grade, and maintain until final acceptance.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-126
“Remove and Reinstall Landscaping”, lump sum.
The lump sum price for “Remove and Reinstall Landscaping” shall be full compensation for all labor, tools, materials for removing and replacing existing landscape vegetation as required for installation of the proposed improvements located both within the right of way and on private property including but not limited to excavating, backfilling, storing, caring for, watering, transplanting of existing landscape
vegetation, and re-establishment of landscaping plants and shrubs.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.2 Materials
(******) Supplement this Section with the following:
Cement concrete curb and gutter shall be constructed with 3000 psi commercial concrete. Commercial concrete shall comply with City of Bremerton standards.
8-04.3 Construction Requirements
(******)
Supplement this Section with the following:
Curbs shall be protected against damage or defacement of any kind until it has been accepted by the
Engineer. Work that is not acceptable to the Engineer because of damage or defacement shall be removed and replaced by the Contractor at his own expense.
Pigmented curing compounds shall not be used on curb and gutter. Only clear curing compounds will
be permitted.
The curb and gutter to be reconstructed at the intersection of Rocky Point Rd. NW and Marine Dr. shall match existing grades and dimensions.
8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES.
8-06.1 Description
(******)
Supplement this section with the following:
This work shall also consist of constructing cement concrete driveway entrances as shown on the Plans, as detailed on the Bremerton Standard Details, and as modified in the field to meet existing conditions and ADA requirements.
8-06.2 Materials
(******)
Supplement this section with the following:
Dense cement concrete driveway approaches shall be constructed with a three (3) day mix conforming
to the requirements of Section 6-02.
Concrete finish and joints for the driveway shall match existing.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-127
8-06.3 Construction Requirements
(******)
Supplement this section with the following: Delete the first sentence of the third paragraph and replace with the following:
Unless a property has two (2) or more approaches located within their property lines, driveway entrances shall be constructed in two (2) or more segments to permit uninterrupted access to the property. In the event the driveway approach width cannot accommodate vehicles with two (2) or more construction segments, Contractor shall coordinate with residents regarding parking options, access to property, and/or other available methods.
Supplement this section with the following:
The Contractor shall provide driveway access at all times, including shared private driveways or access roads, unless prior approval is given from the Engineer. The Contractor shall use steel plates to bridge entrances or construct driveways in passable sections. See Section 1-07.23 for additional information
regarding property notification.
Contractor shall set all concrete forms, check for ADA Compliance and then obtain written approval from the Inspector for each driveway, stating that the forms at each driveway appear to meet ADA
requirements, 24 hours prior to placement of concrete.
Finish of the driveway shall match existing. Saw cuts into existing driveways shall be made at the expansion joints as determined by the Engineer or Inspector and mastic shall be installed along the
width of the cut.
Driveway joint where the concrete abuts the overlayed asphalt shall be a straight edge with smooth grade transition matching the existing tie-in location.
8-06.4 Measurement
(******) Supplement this section with the following:
“Residential Cement Conc. Driveway Approach, 3-Day” will be by the square yard from the edge of pavement to the limits of construction as shown on the Plans and Details.
8-06.5 Payment
(******) Supplement this section with the following:
“Residential Cement Conc. Driveway Approach, 3-Day Mix”
The Contract Bid price for “Residential Cement Conc. Driveway Approach, 3-Day Mix” shall be full compensation for all equipment, tools, labor, and materials necessary or incidental to install new cement
concrete driveway approaches, complete and in-place. Work elements shall include, but not be limited to, saw cutting; excavating; grading; form work; placing, jointing, installing mastic, finishing, and curing concrete; restoration of adjacent surfaces; and all other work necessary to satisfactorily demolish and restore
cement concrete driveway approaches.
Adjustment to the formwork should be anticipated. All cost associated with these adjustments shall be included in the unit contract bid price.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-128
8-14 CEMENT CONCRETE SIDEWALKS
8-14.2 Materials
(******) Supplement this Section with the following:
Cement concrete sidewalk shall be constructed with 3000 psi commercial concrete. Commercial
concrete shall comply with City of Bremerton standards.
8-14.3 Construction Requirements
(******)
Supplement this Section with the following:
The Contractor shall receive approval of the Engineer for the line and grade of the sidewalk being installed prior to pouring the concrete. The Contractor shall have the subgrade prepared and formwork in place at least 24 hours prior to pouring concrete. The City Construction Inspector shall review the line and grades of the sidewalk and the Contractor shall make minor adjustments as necessary. Minor
adjustment shall be considered changes the Plan elevations or offsets of three (3) inches or less. The work to revise the lines, formwork and subgrade for minor adjustments shall be considered incidental to the bid price for cement concrete sidewalk. If the lines and formwork are not in conformance with
the Plans, all adjustments, regardless of size, shall be at the sole expense of the Contractor. Adjustments to the lines and grades shall not constitute a basis for claims for additional contract time or expenses.
The sidewalk cross slope shall be 1.8% or less. Any sidewalk installed at a cross slope greater than
1.8% without prior written approval of Engineer shall be removed and replaced at the Contractor’s expense.
Mastic shall be installed between the existing and new sidewalk on one (1) side only.
8-14.3(3) Placing and Finishing Concrete
(******) Supplement this Section with the following:
In areas where existing cement concrete sidewalks are being restored, the sidewalk shall be precut to straight, neat lines and edges on each side of the removal links before commencing excavation and shall be removed so as not to tear or ravel the edges. All cuts shall be continuous and shall be made with a machine especially equipped for this purpose. No skip cutting will be allowed. The finish and joints shall be the same as the original work. The dimensions shall be as shown on the Plans or as directed in
the field by the Engineer.
(******) Add the following new Sections:
8-14.3(8) Cold Weather Work
The following additional requirements for placing concrete shall be in effect from November 1 to April 1:
• The Engineer shall be notified at least 24 hours prior to placement of concrete.
• All concrete placement shall be completed no later than 2:00 p.m. each day.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-129
• Where forms have been placed and the subgrade has been subjected to frost, no concrete shall be placed until the ground is completely thawed. At the time, the forms shall be adjusted and subgrade repaired as determined by the Engineer.
• No pouring shall take place during wet weather (rain, snow, etc.). This requirement is year-
round.
8-14.4 Measurement
(******)
Supplement this Section with the following:
Excavation to subgrade and disposal of the excavated material shall be included in the pertinent
sidewalk or curb ramp unit costs and shall not be measured for separate payment.
8-21 PERMANENT SIGNING
8-21.1 Description
(******) Supplement this Section with the following:
Work includes removing existing signing and reinstalling them on new posts with new hardware.
8-21.3 Construction Requirements
(******) Supplement this Section with the following:
All relocated signs shall have new posts and all new mounting hardware and be installed as required per Bremerton Standard Detail 3251.
Upon completion of the project, the Contractor shall reset all signs, which have been disturbed or
removed during the construction, in their permanent location to the satisfaction of the City.
If the City determines that the condition of the existing signs are not of sufficient quality to reinstall, the City will provide the Contractor with new signs to reinstall. The Contractor shall be responsible
for removal and disposal of the existing sign when a new sign is provided.
8-21.5 Payment
(******)
Supplement this Section with the following:
“Permanent Signing”, lump sum.
The lump sum cost in the Proposal shall be full compensation for all labor, tools, equipment, and materials necessary or incidental to removing the existing signing as needed to accommodate construction activities; temporarily reinstalling signs; and then permanently reinstalling signs at locations satisfactory to the City on new post, including removing, haul and disposal of existing signage.
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-130
8-22 PAVEMENT MARKING
8-22.1 Description
(******) Supplement this section with the following:
Work shall include replacing pavement markings removed during construction activities.
8-22.3 Construction Requirements
(******) Supplement this section with the following:
Contractor shall be responsible for referencing pavement markings prior to conducting demolition activities. All pavement markings disturbed shall be replaced in-kind at the same location.
END OF DIVISION 8
CITY OF BREMERTON MARINE DRIVE WATER MAIN REPLACEMENT KPG #20102 SPECIAL PROVISIONS JUNE 2021 SP-131
DIVISION 9 MATERIALS
9-14 EROSION CONTROL AND ROADSIDE PLANTING
9-14.1(1) Topsoil Type A
(******) Supplement this Section with the following:
Topsoil Type A shall be a mixture of 50% pure compost, and 50% sand, sandy loam, or silty sand. The compost shall be fully composted and mature organic materials. No fresh sawdust or other fresh wood by-products shall be added to extend the volume after the composting process.
Chemical/physical characteristics shall comply with the following:
Screen Size (approx. Particle size) 7/16" maximum
Total Nitrogen .25% minimum
Organic Matter 10% minimum
pH Range 5.5-7.5
Conductivity 5 mmhos/cm maximum
Compost shall be 98% minimum material derived from the aerobic decomposition of recycle plant waste and/or secondary sewage treatment. It shall be free of viable weeds and other plant propagules and shall have a moisture content that has no visible free water or dust produced when handling the material.
Contractor shall provide a complete analysis of the Topsoil Type A, with a (1) cubic foot sample for
review and approval.
9-14.4(3) Bark or Wood Chip Mulch
(******)
Supplement this Section with the following:
Bark mulch shall be medium grade composted ground fir or hemlock bark.
The bark shall be uniform in color, free from weed seeds, sawdust and splinters. The mulch shall not contain resin, tannin, wood fiber or other compounds detrimental to plant life. The moisture content of bagged mulch shall not exceed 22%. The acceptable size range of bark mulch material is ½-inch to
one (1) inch with maximum of 20% passing the ½-inch screen.
END OF DIVISION 9
APPENDIX A
Phase 2 Construction COVID-19
Job Site Requirements
Gov. Jay Inslee’s Construction Working Group
Recommendations
5/12/2020 Updated 7/2/2020
Phase 2 Construction
COVID-19 Job Site Requirements
Phase 2: All construction, including new work, is now allowed.
All construction, including those activities for which social distancing may not be
maintained and the start of new construction projects, is authorized to resume.
Adherence to the health and safety points below will be strictly enforced.
Prior to commencing work all contractors are required to develop for each job site a comprehensive COVID-19
exposure control, mitigation, and recovery plan. The plan must include policies regarding the following control
measures: PPE utilization; on-site social distancing; hygiene; sanitation; symptom monitoring; incident reporting;
site decontamination procedures; COVID-19 safety training; exposure response procedures; and a post-exposure
incident project wide recovery plan. The plan must also include a Job Hazard Analysis (JHA), including a list of
engineering controls and proper Personal Protective Equipment (PPE), for all jobsite activities defined by
Washington State Department of Labor & Industries (L&I) as medium and high transmission risk.
A copy of the COVID-19 exposure control, mitigation, and recovery plan must be available on each job site
during any construction activities and available for inspection by state and local authorities. Workers must be
trained on the safety protocols listed below before the activity begins.
All contractors have a general obligation to keep a safe and healthy worksite in accordance with state
and federal law and must comply with the following COVID-19 worksite-specific safety practices, as
outlined in Gov. Jay Inslee’s “Stay Home, Stay Healthy” Proclamation 20-25, and in accordance with the
Washington State Department of Labor & Industries General Requirements and Prevention Ideas for
Workplaces and the Washington State Department of Health Workplace and Employer Resources &
Recommendations at https://www.doh.wa.gov/Coronavirus/workplace. Failure to follow these
requirements will be considered a violation of these duties and be penalized accordingly. Under RCW
49.17.060, “each employer shall furnish to each of their employees a place of employment free from
recognized hazards that are causing or likely to cause serious injury or death to his or her employees and
shall comply with the rules, regulations, and orders promulgated under this chapter.”
All contractors must specifically ensure operations follow the main L&I COVID-19 requirements to protect
workers, including:
• Educate workers in the language they understand best about coronavirus and how to prevent
transmission and the employer’s COVID-19 policies.
• Maintain minimum six-foot separation between all employees (and customers) in all interactions at all
times. When strict physical distancing is not feasible for a specific task, other prevention measures are
required, such as use of barriers, minimize staff or customers in narrow or enclosed areas, stagger
breaks, and work shift starts.
• Provide personal protective equipment (PPE) such as gloves, goggles, face shields and face masks as
appropriate or required to employees for the activity being performed. Cloth facial coverings must be
worn by every employee not working alone (with no chance of human interaction) on the jobsite
unless their exposure dictates a higher level of protection under Department of Labor & Industries
safety and health rules and guidance. Refer to Coronavirus Facial Covering and Mask Requirements for
additional details. A cloth facial covering is described in the Department of Health guidance,
https://www.doh.wa.gov/Portals/1/Documents/1600/coronavirus/ClothFacemasks.pdf.
Gov. Jay Inslee’s Construction Working Group
Recommendations
5/12/2020 Updated 7/2/2020
• Ensure frequent and adequate hand washing with adequate maintenance of supplies. Use disposable
gloves where safe and applicable to prevent transmission on tools or other items that are shared.
• Establish a housekeeping schedule that includes frequent cleaning and sanitizing with a particular
emphasis on commonly touched surfaces.
• Screen employees for signs/symptoms of COVID-19 at start of shift. Make sure sick employees stay
home or immediately go home if they feel or appear sick. Cordon off any areas where an employee with
probable or confirmed COVID-19 illness worked, touched surfaces, etc. until the area and equipment is
cleaned and sanitized. Follow the cleaning guidelines set by the CDC to deep clean and sanitize.
A worker may refuse to perform unsafe work, including hazards created by COVID-19. And, it is unlawful
for their employer to take adverse action against a worker who has engaged in safety-protected activities
under the law if their work refusal meets certain requirements.
Employees who choose to remove themselves from a worksite because they do not believe it is safe to work due
to the risk of COVID-19 exposure may have access to certain leave or unemployment benefits. Employers must
provide high-risk individuals covered by Proclamation 20-46 with their choice of access to available employer-
granted accrued leave or unemployment benefits if an alternative work arrangement is not feasible. Other
employees may have access to expanded family and medical leave included in the Families First Coronavirus
Response Act, access to use unemployment benefits, or access to other paid time off depending on the
circumstances. Additional information is available at https://www.lni.wa.gov/agency/outreach/paid-sick-leave-
and-coronavirus-covid-19-common-questions.
COVID-19 Site Supervisor
1. A site-specific COVID-19 Supervisor shall be designated by the contractor at every job site to
monitor the health of employees and enforce the COVID-19 job site safety plan. A designated
COVID-19 Supervisor must be present at all times during construction activities, except on single-
family residential job sites with 6 or fewer people on the site. The name and contact information for
the site specific COVID-19 Supervisor must be clearly displayed on all jobsite COVID-19 required
postings.
COVID-19 Safety Training
2. A Safety Stand-Down/toolbox talk/tailgate training must be conducted on all job sites on the first
day of returning to work, and weekly thereafter, to explain the protective measures in place for all
workers. Social distancing must be maintained at all gatherings.
3. Attendance will be communicated verbally and the trainer will sign in each attendee.
Social Distancing
4. Social distancing of at least 6 feet of separation must be maintained by every person on the worksite
at all possible times. In instances where the 6 feet separation cannot be maintained, the Job Hazard
Analysis shall be thoroughly reviewed by all workers performing the work prior to commencing
those tasks.
5. Gatherings of any size must be precluded by taking breaks and lunch in shifts. Any time two or more
persons must meet, ensure minimum 6 feet of separation.
6. Identify “choke points” and “high-risk areas” on job sites where workers typically congregate and
control them so social distancing is always maintained.
7. Minimize interactions when picking up or delivering equipment or materials, ensure minimum 6-
foot separation.
Gov. Jay Inslee’s Construction Working Group
Recommendations
5/12/2020 Updated 7/2/2020
Personal Protective Equipment (PPE) – Employer Provided
8. Appropriate eye protection for all hazards must be worn at all times by every employee while on the
worksite.
9. If appropriate PPE cannot be provided, the work is not authorized to commence, recommence, or
the site must be shut down.
Sanitation and Cleanliness
10. Hand-washing stations, with soap and running water, shall be abundantly provided on all job sites
for frequent handwashing. When running water is not available, portable washing stations, with
soap, are required.
11. Workers should be encouraged to leave their workstations to wash their hands regularly, before and
after going to the bathroom, before and after eating and after coughing, sneezing or blowing their
nose.
12. Alcohol-based hand sanitizers with greater than 60% ethanol or 70% isopropanol can also be used,
but are not a replacement for the water requirement.
13. Post, in areas visible to all workers, required hygienic practices, including not to touch face with
unwashed hands or with gloves; washing hands often with soap and water for at least 20 seconds;
use hand sanitizer with at least 60% alcohol; cleaning and disinfecting frequently touched objects
and surfaces such as workstations, keyboards, telephones, handrails, machines, shared tools,
elevator control buttons, and doorknobs; covering the mouth and nose when coughing or sneezing
as well as other hygienic recommendations by the U.S. Centers for Disease Control (CDC).
14. Make disinfectants available to workers throughout the worksite and ensure cleaning supplies are
frequently replenished.
15. Frequently clean and disinfect high-touch surfaces on job sites and in offices, such as shared tools,
machines, vehicles and other equipment, handrails, doorknobs, and portable toilets. If these areas
cannot be cleaned and disinfected frequently, the jobsite shall be shut down until such measures
can be achieved and maintained.
16. Shared tools and other equipment must be wipe sanitized between users.
17. When the worksite is an occupied home, workers should sanitize work areas upon arrival,
throughout the workday and immediately before they leave, and occupants should keep a personal
distance of at least 10 feet.
18. If an employee reports feeling sick and goes home, the area where that person worked should be
immediately disinfected.
Employee Health/Symptoms
19. Create policies which encourage workers to stay home or leave the worksite when feeling sick or
when they have been in close contact with a confirmed positive case. If they develop symptoms of
acute respiratory illness, they must seek medical attention and inform their employer.
20. Have employees inform their supervisors if they have sick family member at home with COVID-19. If
an employee has a family member sick with COVID-19, that employee must follow the
isolation/quarantine requirements as established by the State Department of Health.
21. Screen all workers at the beginning of their day by asking them if they have a fever, cough,
shortness of breath, fatigue, muscle aches, or new loss of taste or smell.
Gov. Jay Inslee’s Construction Working Group
Recommendations
5/12/2020 Updated 7/2/2020
22. Ask employees to take their temperature at home prior to arriving at work or take their
temperature when they arrive. Thermometers used shall be ‘no touch’ or ‘no contact’ to the
greatest extent possible. If a ‘no touch’ or ‘no contact’ thermometer is not available, the
thermometer must be properly sanitized between each use. Any worker with a temperature
of 100.4°F or higher is considered to have a fever and must be sent home.
23. Instruct workers to report to their supervisor if they develop symptoms of COVID-19 (e.g., fever,
cough, shortness of breath, fatigue, muscle aches, or new loss of taste or smell). If symptoms
develop during a shift, the worker should be immediately sent home. If symptoms develop while the
worker is not working, the worker should not return to work until they have been evaluated by a
healthcare provider.
24. Failure of employees to comply will result in employees being sent home during the emergency
actions. For example, if an employee refuses to wear the appropriate facial covering they would be
sent home.
25. Any worker performing construction craft work in Washington from any state that is not
contiguous to Washington must self-quarantine for 14 days to become eligible to work on a job
site in Washington. As an alternative to the quarantine provisions of this section, any worker
performing construction craft work entering the state from a non-contiguous state, shall be
considered eligible for work upon receipt of negative test results for COVID-19 administered
within Washington State. If the individual leaves Washington State and returns to perform
additional work, they must be retested and receive another negative result before resuming
work.
26. If an employee is confirmed to have COVID-19 infection, employers should inform fellow
employees of their possible exposure to COVID-19 in the workplace but maintain confidentiality
as required by the Americans with Disabilities Act (ADA). The employer should instruct fellow
employees about how to proceed based on the CDC Public Health Recommendations for
Community-Related Exposure.
No jobsite may operate until the contractor can meet and maintain all requirements, including providing
materials, schedules and equipment required to comply.
These COVID-19 job site safety practices are required as long as the “Stay Home, Stay Healthy”
Gubernatorial Proclamation 20-25 is in effect or if adopted as rules by a federal, state or local regulatory
agency. All issues regarding worker safety and health are subject to enforcement action under L&I’s Division
of Occupational Safety and Health (DOSH).
• Employers can request COVID-19 prevention advice and help from L&I’s Division of Occupational Safety
and Health (DOSH).
• Employee Workplace safety and health complaints may be submitted to the L&I DOSH Safety Call
Center: (1-800-423-7233) or via e-mail to adag235@lni.wa.gov.
• General questions about how to comply with the agreement practices can be submitted to the state’s
Business Response Center at https://coronavirus.wa.gov/how-you-can-help/covid-19-business-and-
worker-inquiries.
• All other violations related to Proclamation 20-25 can be submitted at https://bit.ly/covid-compliance.
APPENDIX B
Construction Forms
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 final Contract Time of <NNN Days>, as full and final 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: ________________________________ Date: ___________________
Title: ________________________________
Certificate of Notary
Subscribed and sworn to before me this __________ day of ____________, ________
City of BremertonEngineering DivisionDaily Force Account Report Contractor:Project:Description of Work:Page of Project No.:Date:LaborMaterialsEmployee Straight Time OvertimeNameClass. Hours Rate Hours Rate AmountQuantity Unit Unit Price Amount$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00$0.00Note:Materials Subtotal$0.00$0.00Use Tax @ 0%$0.00$0.00Materials Markup @ 15%$0.00$0.00Materials Total$0.00Note:Labor Subtotal$0.00SubcontractsLabor Markup @ 20%$0.00Labor Total$0.00Quant. Unit Unit Price AmountEquipment$0.00Equipment Working Rental Operating Standby Standby$0.00Description & ID No. Hours Rate Cost Hours Rate Amount$0.00$0.00 $0.00$0.00$0.00 $0.00$0.00$0.00 $0.00$0.00$0.00 $0.00$0.00$0.00 $0.00$0.00$0.00 $0.00Note:Subcontracts Subtotal$0.00$0.00$0.00Subs. Markup @ 5%$0.00$0.00$0.00Subtotal$0.00$0.00$0.00Prime Cont. Markup @ 5%$0.00$0.00$0.00Total Subcontracts$0.00$0.00$0.00Labor Total$0.00$0.00$0.00Equipment Total$0.00$0.00$0.00Materials Total$0.00Note:Equipment Subtotal$0.00Subcontracts Total$0.00S U M M A R YSubtotal$0.00Equip. Markup @ 15%$0.00B/BO/I Markup @ 5%$0.00Subotal$0.00WSST @ 0%$0.00Equipment Total$0.00Daily F.A. Total$0MaterialsDescriptionDescription of Subcontracted WorkSubcontractor's Name &Rev. 01 Printed:: 2/21/2012 Page 1 of 1
CITY OF BREMERTON
REQUEST FOR INFORMATION
Log No. ____________________(Unique, Chronological)
Project Title: Project No.:
Contractor: Contract Date:
(For Contractor’s Use)
Date: Subject:
Information Description:
Contractor’s Authorized Signature:
(For Owner’s Use)
Date: Subject:
Information Description:
Owner’s Authorized Signature:
CITY OF BREMERTONSHOP DRAWING SUBMITTALSubmittal No.:Date:Project:Resubmittal (Y/N):Contractor:Project No.Previous Submittal No.--To Be Completed by the Contractor To Be Completed by the CitySpecificationNo Make AmendItem P/C Para / DwgCopies Exceptions Corrections and RejectedNo. (*) ReferenceDescription of ItemSub'm Taken Noted Resubmit Resubmit(*) P - Partial Submittal, C - Complete SubmittalContractor, 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 RepresentativeReview Remarks:Corrections or comments made relative to submittals during this review do not relieve the contractor from Very truly yours,compliance with the requirements of the drawings and specifications. This check is only for review of City of Bremertongeneral conformance with the design concept of the project and general compliance with the informa ion Dept. of Public Works and Utilitiesgiven in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner.Project Engineer
PAGE 1 OF 1
Project Name
Project #: ____________________
Contractor: ______________________
Notice to Proceed Date:_____________
CITY OF BREMERTON
WORK CHANGE DIRECTIVE (WCD)
WCD #: Date:
YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S):
ATTACHMENT(S):
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: Method of determining change in Contract Times:
Unit Price Contractor’s Records
Lump Sum Engineer’s Records
Time & Materials
Other: Other:
Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times:
$ . Substantial Completion: 0 days;
If the change involves an increase, the estimated Ready for final payment: 0 days;
amount is not to be exceeded without further If the change involves an increase, the estimated times authorization. are not to be exceeded without further authorization.
RECOMMENDED: AUTHORIZED:
CONTRACTOR CITY OF BREMERTON
By: ____________________________________________ By: _________________________________________
APPENDIX C
City of Bremerton Standard Details
CEMENT CONCRETE SIDEWALK
ADJACENT TO CURB
CEMENT CONCRETE SIDEWALK
ADJACENT TO PLANTER STRIP
5' - 0"
15' - 0
"
5' - 0"
5' - 0"
5' - 0"
C
C
C
E
SIDEWALK
5' - 0"
C
E
1/8" TO 1/4"3/8" MIN.3/8" TO1/
2
"
R
.
3/
8
"
T
O1/2" R.3/8"
CONTRACTION JOINTC
EXPANSION JOINTE
2%
VARIES 6' - 0" MIN.(SEE STANDARD)
SIDEWALK
1 1/2% MAX.4"4"1 1/2% MAX.
VARIES 6' - 0" MIN.(SEE STANDARD)
SIDEWALK PLANTER STRIP
WIDTH VARIES
PER CITY
2%
COLD JOINT
3:1 MA
X
3:1 MAX
STANDARDS
3:1 M
A
X
3:1 MAX
COLD JOINT
SIDEWALKS THROUGH CONCRETE DRIVEWAYS SHALL BE 6" THICK.
CONCRETE SIDEWALKS SHALL BE CURED FOR 72 HRS. MIN.
CURB AND GUTTER
SEE STANDARDS
CURB AND GUTTER
SEE STANDARDS
PREMOLDED
JOINT FILLER
4" CRUSHED SURFACING
TOP COURSE, COMPACTED
TO 95% DENSITY.
4" CRUSHED SURFACING
TOP COURSE, COMPACTED
TO 95% DENSITY.
4" WIDE, SMOOTH
TROWELED PERIMETER
TRANSVERSE
BROOMED FINISH
CEMENT CONCRETE CURB
AND GUTTER- SEE
STANDARD
CONTRACTION JOINT
IN SIDEWALK ONLY
FULL DEPTH EXPANSION
JOINT IN BOTH CURB AND
SIDEWALK
2' MIN
2' MIN
NOTES:
1.
2.
3.
4.
5.
SIDEWALKS SHALL BE CLASS 3000 CEMENT CONCRETE.
MINIMUM SIDEWALK WIDTH IS 5.0'.
SEE STANDARD DRAWING 3102 FOR SPECIFIC SIDEWALK REQUIREMENTS IN
DOWNTOWN ZONE.
FORM AND SUBGRADE INSPECTION IS REQUIRED BEFORE PLACING
CONCRETE.
JOINT AND FINISH
DETAIL
City of Bremerton
Revision DateAlteration of this drawing is prohibited. Any approval of an altered drawing
is unauthorized and void.
CONCRETE SIDEWALK DETAIL
PUBLIC WORKS
ENGINEERING DIVISION 3/3/16
3101NON-DOWNTOWN LOCATIONS
4" X 8" X 8" CONC. BLOCK
HYDRANT BURY
HYDRANT BRAND MODEL
A
C
B
D
A
B
C
D
E
4"-6"
F
F
FIRE HYDRANT EXTENSION IF REQUIRED
FIRE HYDRANT SHALL BE PAINTED WITH ENAMEL SAFETY YELLOW
FIRE HYDRANT CAPS SHALL BE COLOR CODED AS FOLLOWS:
A. HIGH PRESSURE(75+ PSI)-GREEN
B. MEDIUM PRESSURE(50-74 PSI)-YELLOW
C. LOW PRESSURE(0-49 PSI)-RED-IF THE STATIC PRESSURE IS LESS
THAN 20 PSI THEN <20 PSI SHALL BE STENCILED ON TOP OF THE
HYDRANT.
FIRE HYDRANT BONNET SHALL BE COLOR CODED AS FOLLOWS:
A. 1500+ GPM-SAFETY BLUE
B. 1000-1499 GPM-SAFETY GREEN
C. 500-999 GPM-SAFETY ORANGE
D. LESS THAN 499 GPM-SAFETY RED (PAINTED BY CITY)
HYDRANT TEE (MJ
X FLG) OR
TAPPING SLEEVE
PAINTED TO
COLOR CODE
SEE NOTE 3
FULL BODY TAPPING SLEEVE, C.I. OR D.I.,
OR HYDRANT TEE (F X MJ)
TAR PAPER OVER
DRAIN ROCK TO
PREVENT SILTING
MEGA LUG FOLLOWERS
(1) TWO PIECE CAST IRON VALVE BOX SIMILAR TO RICH MANUFACTURING TYPE
940 OR 5" C.I. SOILS PIPE VALVE BOX EXTENSION
(1) 6" GATE VALVE, AWWA C-500, R/S, PARALLEL SEAT "O" RING STEM
SEAL, MJ X FLG WITH MEGA-LUGS
MUELLER CENTURION
M&H 129-S
1/2 YD WASHED DRAIN ROCK
(3" TO 3/8")
1-5 1/4" M.V.O. HYDRANT WITH 2-2 1/2" N.S.T. AND 5" PUMPER PORT
W/ STORZ ADAPTER.
EE
6" DUCTILE IRON PIPE, CLASS 52, CUT TO FIT.
NOTES:
1.
2.
3.
4.
STORZ BRAND
RED HEAD AWG or HARRINGTON HPHA
(NO LOCKS)
Revision DateAlteration of this drawing is prohibited. Any approval of an altered drawing
is unauthorized and void.
5081
10/13/17
FIRE HYDRANT DETAIL
DESIGN/CONSTRUCTION STANDARDS
PUBLIC WORKS
City of Bremerton
GATE VALVE
CAST IRON LID
6" MIN
EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN FOUR (4) FEET
BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT
LONG.
ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED
WITH 2 COATS OF METAL PAINT.
NOTES:
INSIDE WIDTH
2" SQ. OPERATING NUT
VALVE BOX EXTENSIONS SHALL BE 5" C.I. SOILS PIPE-TYLER TY SEAL
PATCH W/ ACP, CLASS B
SEAL JOINT W/ AR4000
RAISE THE VALVE BOX TO FINISH GRADE AFTER ASPHALT CONCRETE
WORK IS COMPLETED BUT IN NO CASE LATER THAN 48 HOURS.
1.
2.
FINISH GRADE
EXTENSION STEM REQ'D WHEN DEPTH
OF OPERATING NUT IS MORE THAN 4
FEET BELOW FINISH GRADE
CAST IRON VALVE BOX
TOP SECTION
JACK HAMMER & REMOVE ASPHALT
CONCRETE PAVEMENT AND RAISE
VALVE BOXSET COVER OF VALVE BOX
FLUSH WITH GRADE AND 2"
ABOVE GRADE ELSEWHERE
VALVE BOX OR C.I.
SOILS PIPE EXTENSION
AS REQ'D
4.1/4" DIA., 1/8" MIN.
THICKNESS
HAND TAMP BACKFILL
AROUND UPPER SECTION
3.
4.
ONLY ONE EXTENSION TO BE USED PER VALVE.
EARS OF THE VALVE BOX TOP SECTION WILL BE INSTALLED INDICATING
WATER MAIN DIRECTION.
5.
VALVE BOX OUTSIDE PAVED AREA, A CONCRETE PAD SHALL BE INSTALLED
(2' x 2' x 4")
6.
Revision DateAlteration of this drawing is prohibited. Any approval of an altered drawing
is unauthorized and void.
5120
9/15/14
CAST IRON VALVE BOX ASSEMBLY
DESIGN/CONSTRUCTION STANDARDS
PUBLIC WORKS
City of Bremerton WATER MAIN
NOTES:
5
VALVE MARKING POST SEE "VALVE MARKER POST" DETAIL 5082.6
DETAIL NOTES:
ALL FITTINGS TO BE BRASS UNLESS OTHERWISED NOTED.
1" GALVANIZED PIPE ABOVE GRADE TO BE PAINTED WITH 2 COATS RUSTOLEUM HIGH GLOSS BLUE PAINT.
AIR & VACUUM RELEASE VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A
LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH POINT AT
A LOCATION WHERE ASSEMBLY CAN BE INSTALLED.
1" COMP. X MALE IP ADAPTER 2'-0" MIN.SOLID CONCRETE BRICK
EXISTING
WATER MAIN
1" BRASS NIPPLE
1 HDPE METER
BOX W/ LID
1'
1" GALV. ELLS
*$/9
OPEN RETURN
BEND
1" BEEHIVE
STRAINER
1" GALV. SHD 40
THREADED PIPE
CITY STANDARD
C.I. VALVE BOX
ASSEMBLY
SEE NOTE 5
SEE NOTE 4
4" X 4" TREATED POST
STAINLESS STEEL
STRAP, SECURE
1" GALV. TO POST
1" GALV. PIPE
THREADED
SEE NOTE 2
1" GATE VALVE W/ 2" OPERATING NUT IP X IP
1" COMP. X MALE IP ADAPTER
W / S.S. POLY STIFFENER
1" POLY PIPE WITH 12 GA COATED
COPPER LOCATE WIRE
1" COMP. X MALE IP ADAPTER
W / S.S. POLY STIFFENER
SEE NOTE 3
1 HDPE METER BOX W/ D.I. LID.
2 AIR AND VACUUM VALVE ASSEMBLY APCO No.143-C OR
VAL-MATIC No.201-C OR APPROVED EQUAL.
3
4
C.I. SADDLE ON AC, PVC, OR STEEL PIPE. DIRECT TAP ON DI
WATER MAINS.
1" CORPORATION STOP, I.P. x I.P. OR COMPRESSION x I.P.
1" COPPER TUBING SIZED HIMOL WITH LOCATE WIRE SHALL BE 12 GA.
BLUE COATED SOLID COPPER WIRE, STRIPPED AT BOTH ENDS AND
TIGHTLY WRAPPED AROUND (GROUNDED TO) THE CORPORATION
STOP A MINIMUM OF TWO TIMES OR CRIMP TO THE TRACING WIRE
ON THE MAIN. THE END IN THE METER BOX SHALL BE LOOPED AND
TUCKED INSIDE THE BOX.
1" POLY PIPE
Revision DateAlteration of this drawing is prohibited. Any approval of an altered drawing
is unauthorized and void.
5315
9/15/14
1" AIR & VACUUM
RELEASE VALVE ASSEMBLY
UP TO 12" MAINS
DESIGN/CONSTRUCTION STANDARDS
PUBLIC WORKS
City of Bremerton
CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE.
MINIMUM RUNNER WIDTH SHALL BE 2".
RUNNER HEIGHT SHALL BE SIZED TO PROVIDE:
A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES.
B. MINIMUM 1.00" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT
JAMMING DURING INSTALLATION.
STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16' AND LARGER.
SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36"
DIAMETER OF GREATER.
CASING SPACERS (SEE APPROVED MATERIALS LIST)
CARRIER PIPE DIAMETER 4"6"8"10"12"
10"12"14"16"20"
14"16"18"20"22"*
CASING DIAMETER (PUSH-ON
JOINT CARRIER PIPE)
JOINT CARRIER PIPE)
CASING DIAMETER (MJ/MEGALUG
STEEL CASING THICKNESS
SPACER BAND WIDTH 8"8"8"8"8"
0.25"0.25"0.25"0.25"0.25"
* 24" FOR DUCTILE IRON CASING
ANTICORROSIVE COATING THICKNESS:
CARRIER - 8 MILLS DFT
CASING - 8 MILLS DFT
12" MIN
EXISTING DI WATER MAIN
RESTRAIN FIRST
JOINT OUTSIDE
CASING EACH WAY.
MORTAR GROUT END OF CASING
PIPE MIN. 12" DEEP, BOTH ENDS OF
CASING OR INSTALL APPROVED
RUBBER END SEALS AT BOTH ENDS.
CASING SPACER (TYP). MAX
SPACING10' AND MAX 1' FROM
EACH SIDE OF PIPE JOINT.
CONCRETE ENCASEMENT
MIN 6" THICK ALL AROUND
PIPE CASING
NOTES:
1.
2.
3.
4.
5.
RESTRAINED JOINT
STEEL PIPE CASING.
CASING INSTALLATION
10/29/14
5330
Alteration of this drawing is prohibited. Any approval of an altered drawing
is unauthorized and void.
Revision Date
DESIGN/CONSTRUCTION STANDARDS
PUBLIC WORKS
City of Bremerton
BACKFILLED &
COMPACTED
NATIVE SOIL
NOTE
POST -SEE STD.
SPEC. 8-01.3{9)A
BURY GEOTEXTILE
IN TRENCH
'.' I II I
I II I
J,ll I }~ ~ I '.' I II I '.' I II I
1-r '' "''' I Ill
'•' •I
DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND
AROUND TRENCH AS MUCH AS IS FEASIBLE, AND SMOOTH
SURFACE FOLLOWING EXCAVATION TO AVOID CONCENT-
RATING FLOWS. COMPACTION MUST BE ADEQUATE TO
PREVENT UNDERCUTTING FLOWS.
TYPICAL INSTALLATION DETAIL
(STEEL POSTS SHOWN)
SELF-LOCKING TIE-NYLON 6/6 (MIN. GRADE),
120# MIN. TENSILE STRENGTH, UV STABILIZED
TYPICAL SILT FENCE
WITHOUT BACKUP SUPPORT
ISOMETRIC
(STEEL POSTS SHOWN)
NOTES
1. Install the ends of the silt fence to point slightly upslope to prevent
sediment from flowing around the ends of the fence.
2. Perform maintenance in accordance with Standard Specifications
8-01.3(9)A and 8-01.3(15).
3. Splices shall never be placed in low spots or sump locations. If
splices are located in low or sump areas, the fence may need to be
reinstalled unless the Project Engineer approves the installation.
4. Install silt fencing parallel to mapped contour lines.
GEOTEXTILE FOR SILT FENCE-SEE STANDARD
SPECIFICATION SECTION
9-33.2 {1 ), TABLE 6
POST
-WOOD OR STEEL
(TYPICAL)
FASTEN TO POST
EVERY 6" O.C ~
FABRIC (GEOTEXTILE)
(TYPICAL)
SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH
TOGETHER TO PREVENT SILT LADEN WATER FROM
ESCAPING THROUGH THE FENCE AT THE OVERLAP.
SPLICE DETAIL
(WOOD POSTS SHOWN)
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
ANORA L.SALISBURY
CERTIFICATE NO. 000860
~-----' NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU·
MENT BUT AN ElECTRONIC DUPLICA 1E. THE ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLfCATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-
MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
SILT FENCE
STANDARD PLAN 1-30.15-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakotich Ill 3122113 --------------STATE DESIGN ENGINEER DATE .....
... Washington State Department of Transportation
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
1.
2.
NOTES
SECTION A
TRENCH ~ SEE NOTE 1 3" MIN.4" MAX.PLAN VIEW
1.
2.
3.
4.
NOTES
5.
6.
A
SECTION A
WATTLE DETAIL
WATTLE
TRENCH ~ SEE NOTE 1
LENGTH VARIES
10" - 12" DIAM.3" MIN.4" MAX.DRAWN BY: FERN LIDDELLOVERLAP (TYP.)
12" MINIMUM
MINIMUM
8" DIAMETER12" MINIMUMWATTLE INSTALLATION ON SLOPES
7.
TRAPPING (TYP.)
AREA AVAILABLE FOR SEDIMENT
SPACING TABLE (TYP.)
SPACING VARIES ~ SEE WATTLE
TIE-DOWN METHOD
ALLOWABLE ALTERNATIVE
CONTOUR LINE (TYP.)
SEE DETAIL
WATTLE (TYP.) ~
WOODEN STAKE (TYP.)
2" (IN) × 2" (IN) × 24" (IN)
TO PREVENT FLOW AROUND WATTLE (TYP.)
ANGLE TERMINAL END UPHILL 24" (IN) TO 48" (IN)
-
15' - 0"
20' - 0"
10' - 0"
5' - 0"
5' - 0"
10' - 0"
15' - 0"
WATTLE SPACING TABLE
SLOPE SLOPEMAX. SPACING MAX. SPACING
2H : 1V
3H : 1V
4H : 1V
2H : 1V
1H : 1V
3H : 1V
4H : 1V
-
OF WATTLE
1/3 DIAMETER
(TYP.)
UN-TREATED WOODEN STAKE
2" (IN) × 2" (IN)× 24" (IN) MIN. ~
8" - 10" OR 10" - 12" DIAM.
for removal.
Standard Specification, Section 8-01.3(16)Refer to
Specification, Section 8-01.3(15).
Standard Perform maintenance in accordance with
entrenched and in contact with the soil.
a rainfall produces runoff, to ensure they remain thoroughly
Wattles shall be inspected regularly, and immediately after
Install Wattle perpendicular to flow along contours.
Additional staking may be necessary to prevent undercutting.
Compact excavated soil and trenches to prevent undercutting.
ends 12" (in) behind one another and securely tie together.
Securely knot each end of Wattle. Overlap adjacent Wattle
).Section 8-01.3(10
Standard Specification, shall be in accordance with
Install Wattles along contours. Installation Section 9-14.5(5).
Standard Specification, Wattles shall be in accordance with
TEMPORARY PERMANENT
ON SLOPE
WATTLE INSTALLATION
STANDARD PLAN I-30.30-02
SHEET 1 OF 1 SHEET
OVERLAPS (TYP.)
STAGGER
MIN.24" O.C.SPACING
NOT
GNIHSAW FO ET
ATSGIW
TRAH EED ILUJ
TCETIHCRA EP
ACS
DN
A
L 1202/12/60 .PXE 2241 .ON
DRAWN BY: LISA CYFORDNOTES
1.
2.
3.
4.
OVERFLOW BYPASS
5" MAX.
GRATE FRAME
FILTERED
WATER
SEDIMENT AND DEBRIS
APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
SHEET 1 OF 1 SHEET
STORM DRAIN
INLET PROTECTION
STANDARD PLAN I-40.20-00
DRAINAGE GRATE
OVERFLOW BYPASS (TYP.)
DRAINAGE GRATE
~ RECTANGULAR GRATE SHOWN
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP.)
TRIM
BELOW INLET GRATE DEVICE
SECTION VIEW
NOT TO SCALE
Size the Below Inlet Grate Device (BIGD) for the storm water structure it
will service.
The BIGD shall have a built-in high-flow relief system (overflow bypass).
The retrieval system must allow removal of the BIGD without spilling the
collected material.
Perform maintenance in accordance with Standard Specification 8-01.3(15).
BELOW INLET GRATE DEVICE
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHITECT
CERTIFICATE NO. 000598
MARK W. MAURER
Pasco Bakotich III 09-20-07
MENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND
APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPART-
MENT OF TRANSPORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCU-
APPENDIX D
Prevailing Wage Rates
State of Washington
Department of Labor & Industries
Prevailing Wage 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: 6/10/2021
County Trade Job Classification Wage HolidayOvertime Note
*Risk
Class
Kitsap Asbestos Abatement Workers Journey Level $52.39 5D 1H View
Kitsap Boilermakers Journey Level $70.79 5N 1C View
Kitsap Brick Mason Journey Level $60.57 7E 1N View
Kitsap Brick Mason Pointer-Caulker-Cleaner $60.57 7E 1N View
Kitsap Building Service Employees Janitor $13.69 1 View
Kitsap Building Service Employees Shampooer $13.69 1 View
Kitsap Building Service Employees Waxer $13.69 1 View
Kitsap Building Service Employees Window Cleaner $13.69 1 View
Kitsap Cabinet Makers (In Shop)Journey Level $23.72 1 View
Kitsap Carpenters Acoustical Worker $64.94 7A 4C View
Kitsap Carpenters Carpenter $64.94 7A 4C View
Kitsap Carpenters Carpenters on Stationary Tools $65.07 7A 4C View
Kitsap Carpenters Creosoted Material $65.07 7A 4C View
Kitsap Carpenters Floor Finisher $64.94 7A 4C View
Kitsap Carpenters Floor Layer $64.94 7A 4C View
Kitsap Carpenters Scaffold Erector $64.94 7A 4C View
Kitsap Cement Masons Application of all Composition
Mastic
$64.84 7A 4U View
Kitsap Cement Masons Application of all Epoxy
Material
$64.34 7A 4U View
Kitsap Cement Masons Application of all Plastic
Material
$64.84 7A 4U View
Kitsap Cement Masons Application of Sealing
Compound
$64.34 7A 4U View
Kitsap Cement Masons Application of Underlayment $64.84 7A 4U View
Kitsap Cement Masons Building General $64.34 7A 4U View
Kitsap Cement Masons Composition or Kalman Floors $64.84 7A 4U View
Kitsap Cement Masons Concrete Paving $64.34 7A 4U View
Kitsap Cement Masons Curb & Gutter Machine $64.84 7A 4U View
Kitsap Cement Masons Curb & Gutter, Sidewalks $64.34 7A 4U View
Kitsap Cement Masons Curing Concrete $64.34 7A 4U View
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Kitsap Cement Masons Finish Colored Concrete $64.84 7A 4U View
Kitsap Cement Masons Floor Grinding $64.84 7A 4U View
Kitsap Cement Masons Floor Grinding/Polisher $64.34 7A 4U View
Kitsap Cement Masons Green Concrete Saw, self-
powered
$64.84 7A 4U View
Kitsap Cement Masons Grouting of all Plates $64.34 7A 4U View
Kitsap Cement Masons Grouting of all Tilt-up Panels $64.34 7A 4U View
Kitsap Cement Masons Gunite Nozzleman $64.84 7A 4U View
Kitsap Cement Masons Hand Powered Grinder $64.84 7A 4U View
Kitsap Cement Masons Journey Level $64.34 7A 4U View
Kitsap Cement Masons Patching Concrete $64.34 7A 4U View
Kitsap Cement Masons Pneumatic Power Tools $64.84 7A 4U View
Kitsap Cement Masons Power Chipping & Brushing $64.84 7A 4U View
Kitsap Cement Masons Sand Blasting Architectural
Finish
$64.84 7A 4U View
Kitsap Cement Masons Screed & Rodding Machine $64.84 7A 4U View
Kitsap Cement Masons Spackling or Skim Coat
Concrete
$64.34 7A 4U View
Kitsap Cement Masons Troweling Machine Operator $64.84 7A 4U View
Kitsap Cement Masons Troweling Machine Operator
on Colored Slabs
$64.84 7A 4U View
Kitsap Cement Masons Tunnel Workers $64.84 7A 4U View
Kitsap Divers & Tenders Bell/Vehicle or Submersible
Operator (Not Under Pressure)
$118.80 7A 4C View
Kitsap Divers & Tenders Dive Supervisor/Master $81.98 7A 4C View
Kitsap Divers & Tenders Diver $118.80 7A 4C 8V View
Kitsap Divers & Tenders Diver On Standby $76.98 7A 4C View
Kitsap Divers & Tenders Diver Tender $69.91 7A 4C View
Kitsap Divers & Tenders Manifold Operator $69.91 7A 4C View
Kitsap Divers & Tenders Manifold Operator Mixed Gas $74.91 7A 4C View
Kitsap Divers & Tenders Remote Operated Vehicle
Operator/Technician
$69.91 7A 4C View
Kitsap Divers & Tenders Remote Operated Vehicle
Tender
$65.19 7A 4C View
Kitsap Dredge Workers Assistant Engineer $70.62 5D 3F View
Kitsap Dredge Workers Assistant Mate (Deckhand) $70.07 5D 3F View
Kitsap Dredge Workers Boatmen $70.62 5D 3F View
Kitsap Dredge Workers Engineer Welder $71.97 5D 3F View
Kitsap Dredge Workers Leverman, Hydraulic $73.41 5D 3F View
Kitsap Dredge Workers Mates $70.62 5D 3F View
Kitsap Dredge Workers Oiler $70.07 5D 3F View
Kitsap Drywall Applicator Journey Level $64.94 5D 1H View
Kitsap Drywall Tapers Journey Level $65.31 5P 1E View
Kitsap Electrical Fixture
Maintenance Workers
Journey Level $31.99 5L 1E View
Kitsap Electricians - Inside Cable Splicer $92.57 7C 4E View
Kitsap Electricians - Inside Cable Splicer (tunnel) $99.46 7C 4E View
Kitsap Electricians - Inside Certified Welder $89.44 7C 4E View
Kitsap Electricians - Inside Certified Welder (tunnel) $96.02 7C 4E View
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Kitsap Electricians - Inside Construction Stock Person $44.78 7C 4E View
Kitsap Electricians - Inside Journey Level $86.30 7C 4E View
Kitsap Electricians - Inside Journey Level (tunnel) $92.57 7C 4E View
Kitsap Electricians - Motor Shop Craftsman $15.37 1 View
Kitsap Electricians - Motor Shop Journey Level $14.69 1 View
Kitsap Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
Kitsap Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
Kitsap Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
Kitsap Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
Kitsap Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
Kitsap Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
Kitsap Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
Kitsap Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
Kitsap Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
Kitsap Electronic Technicians Journey Level $53.57 7E 1E View
Kitsap Elevator Constructors Mechanic $100.51 7D 4A View
Kitsap Elevator Constructors Mechanic In Charge $108.53 7D 4A View
Kitsap Fabricated Precast Concrete
Products
Journey Level $13.69 1 View
Kitsap Fabricated Precast Concrete
Products
Journey Level - In-Factory
Work Only
$13.69 1 View
Kitsap Fence Erectors Fence Erector $44.40 7A 4V 8Y View
Kitsap Fence Erectors Fence Laborer $44.40 7A 4V 8Y View
Kitsap Flaggers Journey Level $44.40 7A 4V 8Y View
Kitsap Glaziers Journey Level $69.26 7L 1Y View
Kitsap Heat & Frost Insulators And
Asbestos Workers
Journey Level $79.43 15H 11C View
Kitsap Heating Equipment Mechanics Journey Level $89.61 7F 1E View
Kitsap Hod Carriers & Mason Tenders Journey Level $54.01 7A 4V 8Y View
Kitsap Industrial Power Vacuum
Cleaner
Journey Level $29.89 1 View
Kitsap Inland Boatmen Boat Operator $61.41 5B 1K View
Kitsap Inland Boatmen Cook $56.48 5B 1K View
Kitsap Inland Boatmen Deckhand $57.48 5B 1K View
Kitsap Inland Boatmen Deckhand Engineer $58.81 5B 1K View
Kitsap Inland Boatmen Launch Operator $58.89 5B 1K View
Kitsap Inland Boatmen Mate $57.31 5B 1K View
Kitsap Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$13.69 1 View
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Kitsap Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.69 1 View
Kitsap Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Head Operator $13.69 1 View
Kitsap Inspection/Cleaning/Sealing
Of Sewer & Water Systems By
Remote Control
Tv Truck Operator $24.17 1 View
Kitsap Insulation Applicators Journey Level $64.94 7A 4C View
Kitsap Ironworkers Journeyman $76.78 7N 1O View
Kitsap Laborers Air, Gas Or Electric Vibrating
Screed
$52.39 7A 4V 8Y View
Kitsap Laborers Airtrac Drill Operator $54.01 7A 4V 8Y View
Kitsap Laborers Ballast Regular Machine $52.39 7A 4V 8Y View
Kitsap Laborers Batch Weighman $44.40 7A 4V 8Y View
Kitsap Laborers Brick Pavers $52.39 7A 4V 8Y View
Kitsap Laborers Brush Cutter $52.39 7A 4V 8Y View
Kitsap Laborers Brush Hog Feeder $52.39 7A 4V 8Y View
Kitsap Laborers Burner $52.39 7A 4V 8Y View
Kitsap Laborers Caisson Worker $54.01 7A 4V 8Y View
Kitsap Laborers Carpenter Tender $52.39 7A 4V 8Y View
Kitsap Laborers Cement Dumper-paving $53.35 7A 4V 8Y View
Kitsap Laborers Cement Finisher Tender $52.39 7A 4V 8Y View
Kitsap Laborers Change House Or Dry Shack $52.39 7A 4V 8Y View
Kitsap Laborers Chipping Gun (30 Lbs. And
Over)
$53.35 7A 4V 8Y View
Kitsap Laborers Chipping Gun (Under 30 Lbs.) $52.39 7A 4V 8Y View
Kitsap Laborers Choker Setter $52.39 7A 4V 8Y View
Kitsap Laborers Chuck Tender $52.39 7A 4V 8Y View
Kitsap Laborers Clary Power Spreader $53.35 7A 4V 8Y View
Kitsap Laborers Clean-up Laborer $52.39 7A 4V 8Y View
Kitsap Laborers Concrete Dumper/Chute
Operator
$53.35 7A 4V 8Y View
Kitsap Laborers Concrete Form Stripper $52.39 7A 4V 8Y View
Kitsap Laborers Concrete Placement Crew $53.35 7A 4V 8Y View
Kitsap Laborers Concrete Saw Operator/Core
Driller
$53.35 7A 4V 8Y View
Kitsap Laborers Crusher Feeder $44.40 7A 4V 8Y View
Kitsap Laborers Curing Laborer $52.39 7A 4V 8Y View
Kitsap Laborers Demolition: Wrecking &
Moving (Incl. Charred Material)
$52.39 7A 4V 8Y View
Kitsap Laborers Ditch Digger $52.39 7A 4V 8Y View
Kitsap Laborers Diver $54.01 7A 4V 8Y View
Kitsap Laborers Drill Operator (Hydraulic,
Diamond)
$53.35 7A 4V 8Y View
Kitsap Laborers Dry Stack Walls $52.39 7A 4V 8Y View
Kitsap Laborers Dump Person $52.39 7A 4V 8Y View
Kitsap Laborers Epoxy Technician $52.39 7A 4V 8Y View
Kitsap Laborers Erosion Control Worker $52.39 7A 4V 8Y View
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Kitsap Laborers Faller & Bucker Chain Saw $53.35 7A 4V 8Y View
Kitsap Laborers Fine Graders $52.39 7A 4V 8Y View
Kitsap Laborers Firewatch $44.40 7A 4V 8Y View
Kitsap Laborers Form Setter $52.39 7A 4V 8Y View
Kitsap Laborers Gabian Basket Builders $52.39 7A 4V 8Y View
Kitsap Laborers General Laborer $52.39 7A 4V 8Y View
Kitsap Laborers Grade Checker & Transit
Person
$54.01 7A 4V 8Y View
Kitsap Laborers Grinders $52.39 7A 4V 8Y View
Kitsap Laborers Grout Machine Tender $52.39 7A 4V 8Y View
Kitsap Laborers Groutmen (Pressure) Including
Post Tension Beams
$53.35 7A 4V 8Y View
Kitsap Laborers Guardrail Erector $52.39 7A 4V 8Y View
Kitsap Laborers Hazardous Waste Worker
(Level A)
$54.01 7A 4V 8Y View
Kitsap Laborers Hazardous Waste Worker
(Level B)
$53.35 7A 4V 8Y View
Kitsap Laborers Hazardous Waste Worker
(Level C)
$52.39 7A 4V 8Y View
Kitsap Laborers High Scaler $54.01 7A 4V 8Y View
Kitsap Laborers Jackhammer $53.35 7A 4V 8Y View
Kitsap Laborers Laserbeam Operator $53.35 7A 4V 8Y View
Kitsap Laborers Maintenance Person $52.39 7A 4V 8Y View
Kitsap Laborers Manhole Builder-Mudman $53.35 7A 4V 8Y View
Kitsap Laborers Material Yard Person $52.39 7A 4V 8Y View
Kitsap Laborers Motorman-Dinky Locomotive $53.35 7A 4V 8Y View
Kitsap Laborers Nozzleman (Concrete Pump,
Green Cutter When Using
Combination Of High Pressure
Air & Water On Concrete &
Rock, Sandblast, Gunite,
Shotcrete, Water Blaster,
Vacuum Blaster)
$53.35 7A 4V 8Y View
Kitsap Laborers Pavement Breaker $53.35 7A 4V 8Y View
Kitsap Laborers Pilot Car $44.40 7A 4V 8Y View
Kitsap Laborers Pipe Layer Lead $54.01 7A 4V 8Y View
Kitsap Laborers Pipe Layer/Tailor $53.35 7A 4V 8Y View
Kitsap Laborers Pipe Pot Tender $53.35 7A 4V 8Y View
Kitsap Laborers Pipe Reliner $53.35 7A 4V 8Y View
Kitsap Laborers Pipe Wrapper $53.35 7A 4V 8Y View
Kitsap Laborers Pot Tender $52.39 7A 4V 8Y View
Kitsap Laborers Powderman $54.01 7A 4V 8Y View
Kitsap Laborers Powderman's Helper $52.39 7A 4V 8Y View
Kitsap Laborers Power Jacks $53.35 7A 4V 8Y View
Kitsap Laborers Railroad Spike Puller - Power $53.35 7A 4V 8Y View
Kitsap Laborers Raker - Asphalt $54.01 7A 4V 8Y View
Kitsap Laborers Re-timberman $54.01 7A 4V 8Y View
Kitsap Laborers Remote Equipment Operator $53.35 7A 4V 8Y View
Kitsap Laborers Rigger/Signal Person $53.35 7A 4V 8Y View
Kitsap Laborers Rip Rap Person $52.39 7A 4V 8Y View
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Kitsap Laborers Rivet Buster $53.35 7A 4V 8Y View
Kitsap Laborers Rodder $53.35 7A 4V 8Y View
Kitsap Laborers Scaffold Erector $52.39 7A 4V 8Y View
Kitsap Laborers Scale Person $52.39 7A 4V 8Y View
Kitsap Laborers Sloper (Over 20") $53.35 7A 4V 8Y View
Kitsap Laborers Sloper Sprayer $52.39 7A 4V 8Y View
Kitsap Laborers Spreader (Concrete) $53.35 7A 4V 8Y View
Kitsap Laborers Stake Hopper $52.39 7A 4V 8Y View
Kitsap Laborers Stock Piler $52.39 7A 4V 8Y View
Kitsap Laborers Swinging Stage/Boatswain
Chair
$44.40 7A 4V 8Y View
Kitsap Laborers Tamper & Similar Electric, Air
& Gas Operated Tools
$53.35 7A 4V 8Y View
Kitsap Laborers Tamper (Multiple & Self-
propelled)
$53.35 7A 4V 8Y View
Kitsap Laborers Timber Person - Sewer (Lagger,
Shorer & Cribber)
$53.35 7A 4V 8Y View
Kitsap Laborers Toolroom Person (at Jobsite) $52.39 7A 4V 8Y View
Kitsap Laborers Topper $52.39 7A 4V 8Y View
Kitsap Laborers Track Laborer $52.39 7A 4V 8Y View
Kitsap Laborers Track Liner (Power) $53.35 7A 4V 8Y View
Kitsap Laborers Traffic Control Laborer $47.48 7A 4V 9C View
Kitsap Laborers Traffic Control Supervisor $50.31 7A 4V 9C View
Kitsap Laborers Truck Spotter $52.39 7A 4V 8Y View
Kitsap Laborers Tugger Operator $53.35 7A 4V 8Y View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 0-30 psi
$129.67 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 30.01-44.00 psi
$134.70 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 44.01-54.00 psi
$138.38 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 54.01-60.00 psi
$144.08 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 60.01-64.00 psi
$146.20 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 64.01-68.00 psi
$151.30 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 68.01-70.00 psi
$153.20 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 70.01-72.00 psi
$155.20 7A 4V 9B View
Kitsap Laborers Tunnel Work-Compressed Air
Worker 72.01-74.00 psi
$157.20 7A 4V 9B View
Kitsap Laborers Tunnel Work-Guage and Lock
Tender
$54.11 7A 4V 8Y View
Kitsap Laborers Tunnel Work-Miner $54.11 7A 4V 8Y View
Kitsap Laborers Vibrator $53.35 7A 4V 8Y View
Kitsap Laborers Vinyl Seamer $52.39 7A 4V 8Y View
Kitsap Laborers Watchman $40.36 7A 4V 8Y View
Kitsap Laborers Welder $53.35 7A 4V 8Y View
Kitsap Laborers Well Point Laborer $53.35 7A 4V 8Y View
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6 of 18 5/20/2021, 3:31 PM
Kitsap Laborers Window Washer/Cleaner $40.36 7A 4V 8Y View
Kitsap Laborers - Underground
Sewer & Water
General Laborer & Topman $52.39 7A 4V 8Y View
Kitsap Laborers - Underground
Sewer & Water
Pipe Layer $53.35 7A 4V 8Y View
Kitsap Landscape Construction Landscape
Construction/Landscaping Or
Planting Laborers
$40.36 7A 4V 8Y View
Kitsap Landscape Construction Landscape Operator $69.33 7A 3K 8X View
Kitsap Landscape Maintenance Groundskeeper $13.69 1 View
Kitsap Lathers Journey Level $64.94 5D 1H View
Kitsap Marble Setters Journey Level $60.57 7E 1N View
Kitsap Metal Fabrication (In Shop)Fitter $26.96 1 View
Kitsap Metal Fabrication (In Shop)Laborer $13.69 1 View
Kitsap Metal Fabrication (In Shop)Machine Operator $13.83 1 View
Kitsap Metal Fabrication (In Shop)Welder $13.83 1 View
Kitsap Millwright Journey Level $66.44 7A 4C View
Kitsap Modular Buildings Cabinet Assembly $13.69 1 View
Kitsap Modular Buildings Electrician $13.69 1 View
Kitsap Modular Buildings Equipment Maintenance $13.69 1 View
Kitsap Modular Buildings Plumber $13.69 1 View
Kitsap Modular Buildings Production Worker $13.69 1 View
Kitsap Modular Buildings Tool Maintenance $13.69 1 View
Kitsap Modular Buildings Utility Person $13.69 1 View
Kitsap Modular Buildings Welder $13.69 1 View
Kitsap Painters Journey Level $45.40 6Z 2B View
Kitsap Pile Driver Crew Tender $69.91 7A 4C View
Kitsap Pile Driver Crew Tender/Technician $69.91 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker
0-30.00 PSI
$80.76 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 30.01 -
44.00 PSI
$85.76 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 44.01 -
54.00 PSI
$89.76 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 54.01 -
60.00 PSI
$94.76 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 60.01 -
64.00 PSI
$97.26 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 64.01 -
68.00 PSI
$102.26 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 68.01 -
70.00 PSI
$104.26 7A 4C View
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 70.01 -
72.00 PSI
$106.26 7A 4C View
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7 of 18 5/20/2021, 3:31 PM
Kitsap Pile Driver Hyperbaric Worker -
Compressed Air Worker 72.01 -
74.00 PSI
$108.26 7A 4C View
Kitsap Pile Driver Journey Level $65.19 7A 4C View
Kitsap Plasterers Journey Level $61.67 7Q 1R View
Kitsap Playground & Park Equipment
Installers
Journey Level $13.69 1 View
Kitsap Plumbers & Pipefitters Journey Level $79.47 5A 1G View
Kitsap Power Equipment Operators Asphalt Plant Operators $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Assistant Engineer $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Barrier Machine (zipper) $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Batch Plant Operator:
concrete
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Bobcat $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Brokk - Remote Demolition
Equipment
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Brooms $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Bump Cutter $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Cableways $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Chipper $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Compressor $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Concrete Finish Machine -
Laser Screed
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Concrete Pump - Mounted Or
Trailer High Pressure Line
Pump, Pump High Pressure
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Over
42 M
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Conveyors $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Cranes friction: 200 tons and
over
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: 100 tons through 199
tons, or 150' of boom
(including jib with
attachments)
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: 20 Tons Through 44
Tons With Attachments
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: 300 tons and over or
300' of boom including jib with
attachments
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: 45 Tons Through 99
Tons, Under 150' Of Boom
(including Jib With
Attachments)
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: A-frame - 10 Tons And
Under
$66.30 7A 3K 8X View
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8 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators Cranes: Friction cranes
through 199 tons
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators Cranes: through 19 tons with
attachments, A-frame over 10
tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Crusher $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Deck Engineer/Deck Winches
(power)
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Derricks, On Building Work $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Dozers D-9 & Under $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Drill Oilers: Auger Type, Truck
Or Crane Mount
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Drilling Machine $71.20 7A 3K 8X View
Kitsap Power Equipment Operators Elevator And Man-lift:
Permanent And Shaft Type
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Forklift: 3000 Lbs And Over
With Attachments
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Forklifts: Under 3000 Lbs.
With Attachments
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Gradechecker/Stakeman $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Guardrail Punch $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. & Over
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Horizontal/Directional Drill
Locator
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Horizontal/Directional Drill
Operator
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Hydralifts/Boom Trucks Over
10 Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Hydralifts/Boom Trucks, 10
Tons And Under
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Loader, Overhead 8 Yards. &
Over
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Loaders, Overhead Under 6
Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Loaders, Plant Feed $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Loaders: Elevating Type Belt $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Locomotives, All $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Material Transfer Device $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Mechanics, All (leadmen -
$0.50 Per Hour Over Mechanic)
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Motor Patrol Graders $70.49 7A 3K 8X View
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9 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header
And/or Shield
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Overhead, Bridge Type Crane:
20 Tons Through 44 Tons
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Overhead, Bridge Type: 100
Tons And Over
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Overhead, Bridge Type: 45
Tons Through 99 Tons
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Pavement Breaker $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Pile Driver (other Than Crane
Mount)
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Plant Oiler - Asphalt, Crusher $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Posthole Digger, Mechanical $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Power Plant $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Pumps - Water $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Quad 9, Hd 41, D10 And Over $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Quick Tower - No Cab, Under
100 Feet In Height Based To
Boom
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Rigger and Bellman $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Rigger/Signal Person, Bellman
(Certified)
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Rollagon $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Roller, Other Than Plant Mix $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Roller, Plant Mix Or Multi-lift
Materials
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Roto-mill, Roto-grinder $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Saws - Concrete $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Scraper, Self Propelled Under
45 Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Scrapers - Concrete & Carry
All
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Scrapers, Self-propelled: 45
Yards And Over
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Service Engineers - Equipment $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Shotcrete/Gunite Equipment $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Shovel, Excavator, Backhoe:
Over 30 Metric Tons To 50
Metric Tons
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$69.87 7A 3K 8X View
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10 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90
Metric Tons
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators Slipform Pavers $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Spreader, Topsider &
Screedman
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Subgrader Trimmer $69.87 7A 3K 8X View
Kitsap Power Equipment Operators Tower Bucket Elevators $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Tower Crane Up To 175' In
Height Base To Boom
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators Tower Crane: over 175'
through 250' in height, base to
boom
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators Tower Cranes: over 250' in
height from base to boom
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators Transporters, All Track Or
Truck Type
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators Trenching Machines $69.33 7A 3K 8X View
Kitsap Power Equipment Operators Truck Crane Oiler/driver - 100
Tons And Over
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Truck Crane Oiler/Driver
Under 100 Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators Truck Mount Portable
Conveyor
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators Welder $70.49 7A 3K 8X View
Kitsap Power Equipment Operators Wheel Tractors, Farmall Type $66.30 7A 3K 8X View
Kitsap Power Equipment Operators Yo Yo Pay Dozer $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operators $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Assistant Engineer $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Barrier Machine (zipper) $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Batch Plant Operator,
Concrete
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Bobcat $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Brokk - Remote Demolition
Equipment
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Brooms $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Bump Cutter $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cableways $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Chipper $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Compressor $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Concrete Finish Machine -
Laser Screed
$66.30 7A 3K 8X View
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11 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators-
Underground Sewer & Water
Concrete Pump - Mounted Or
Trailer High Pressure Line
Pump, Pump High Pressure
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Over
42 M
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Concrete Pump: Truck Mount
With Boom Attachment Up To
42m
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Conveyors $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes friction: 200 tons and
over
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: 100 tons through 199
tons, or 150' of boom
(including jib with
attachments)
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: 20 Tons Through 44
Tons With Attachments
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: 200 tons- 299 tons, or
250' of boom including jib with
attachments
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: 300 tons and over or
300' of boom including jib with
attachments
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: 45 Tons Through 99
Tons, Under 150' Of Boom
(including Jib With
Attachments)
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: A-frame - 10 Tons And
Under
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: Friction cranes
through 199 tons
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Cranes: through 19 tons with
attachments, A-frame over 10
tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Crusher $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Deck Engineer/Deck Winches
(power)
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Derricks, On Building Work $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Dozers D-9 & Under $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Drill Oilers: Auger Type, Truck
Or Crane Mount
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Drilling Machine $71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Elevator And Man-lift:
Permanent And Shaft Type
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Finishing Machine, Bidwell And
Gamaco & Similar Equipment
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Forklift: 3000 Lbs And Over
With Attachments
$69.33 7A 3K 8X View
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12 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators-
Underground Sewer & Water
Forklifts: Under 3000 Lbs.
With Attachments
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Grade Engineer: Using Blue
Prints, Cut Sheets, Etc
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Gradechecker/Stakeman $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Guardrail Punch $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump
Articulating Off- Road
Equipment 45 Yards. & Over
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Hard Tail End Dump
Articulating Off-road
Equipment Under 45 Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Locator
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Horizontal/Directional Drill
Operator
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks Over
10 Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Hydralifts/Boom Trucks, 10
Tons And Under
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead 8 Yards. &
Over
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Loader, Overhead, 6 Yards. But
Not Including 8 Yards
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Loaders, Overhead Under 6
Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Loaders, Plant Feed $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Loaders: Elevating Type Belt $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Locomotives, All $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Material Transfer Device $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Mechanics, All (leadmen -
$0.50 Per Hour Over Mechanic)
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Motor Patrol Graders $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Mucking Machine, Mole, Tunnel
Drill, Boring, Road Header
And/or Shield
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Oil Distributors, Blower
Distribution & Mulch Seeding
Operator
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Outside Hoists (Elevators And
Manlifts), Air Tuggers, Strato
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type Crane:
20 Tons Through 44 Tons
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 100
Tons And Over
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Overhead, Bridge Type: 45
Tons Through 99 Tons
$70.49 7A 3K 8X View
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13 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Pile Driver (other Than Crane
Mount)
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Plant Oiler - Asphalt, Crusher $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Posthole Digger, Mechanical $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Power Plant $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Pumps - Water $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Quad 9, Hd 41, D10 And Over $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Quick Tower - No Cab, Under
100 Feet In Height Based To
Boom
$66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Remote Control Operator On
Rubber Tired Earth Moving
Equipment
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Rigger and Bellman $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Rigger/Signal Person, Bellman
(Certified)
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Rollagon $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Roller, Other Than Plant Mix $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Roller, Plant Mix Or Multi-lift
Materials
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Roto-mill, Roto-grinder $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Saws - Concrete $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Scraper, Self Propelled Under
45 Yards
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Scrapers - Concrete & Carry
All
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Scrapers, Self-propelled: 45
Yards And Over
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Service Engineers - Equipment $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shotcrete/Gunite Equipment $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe,
Tractors Under 15 Metric Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoe:
Over 30 Metric Tons To 50
Metric Tons
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes,
Tractors: 15 To 30 Metric Tons
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 50 Metric Tons To 90
Metric Tons
$71.20 7A 3K 8X View
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14 of 18 5/20/2021, 3:31 PM
Kitsap Power Equipment Operators-
Underground Sewer & Water
Shovel, Excavator, Backhoes:
Over 90 Metric Tons
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Slipform Pavers $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Spreader, Topsider &
Screedman
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Subgrader Trimmer $69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Tower Bucket Elevators $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Tower Crane Up To 175' In
Height Base To Boom
$71.20 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Tower Crane: over 175'
through 250' in height, base to
boom
$71.93 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Tower Cranes: over 250' in
height from base to boom
$72.63 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Transporters, All Track Or
Truck Type
$70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Trenching Machines $69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/driver - 100
Tons And Over
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Truck Crane Oiler/Driver
Under 100 Tons
$69.33 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Truck Mount Portable
Conveyor
$69.87 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Welder $70.49 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Wheel Tractors, Farmall Type $66.30 7A 3K 8X View
Kitsap Power Equipment Operators-
Underground Sewer & Water
Yo Yo Pay Dozer $69.87 7A 3K 8X View
Kitsap Power Line Clearance Tree
Trimmers
Journey Level In Charge $55.03 5A 4A View
Kitsap Power Line Clearance Tree
Trimmers
Spray Person $52.24 5A 4A View
Kitsap Power Line Clearance Tree
Trimmers
Tree Equipment Operator $55.03 5A 4A View
Kitsap Power Line Clearance Tree
Trimmers
Tree Trimmer $49.21 5A 4A View
Kitsap Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $37.47 5A 4A View
Kitsap Refrigeration & Air
Conditioning Mechanics
Journey Level $79.46 5A 1G View
Kitsap Residential Brick Mason Journey Level $22.01 1 View
Kitsap Residential Carpenters Journey Level $26.25 1 View
Kitsap Residential Cement Masons Journey Level $39.88 1 View
Kitsap Residential Drywall
Applicators
Journey Level $48.17 7A 4C View
Kitsap Residential Drywall Tapers Journey Level $25.84 1 View
Kitsap Residential Electricians Journey Level $44.11 1 View
Kitsap Residential Glaziers Journey Level $47.80 7L 1H View
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15 of 18 5/20/2021, 3:31 PM
Kitsap Residential Insulation
Applicators
Journey Level $18.03 1 View
Kitsap Residential Laborers Journey Level $14.71 1 View
Kitsap Residential Marble Setters Journey Level $22.01 1 View
Kitsap Residential Painters Journey Level $20.85 1 View
Kitsap Residential Plumbers &
Pipefitters
Journey Level $35.92 1 View
Kitsap Residential Refrigeration &
Air Conditioning Mechanics
Journey Level $40.21 1 View
Kitsap Residential Sheet Metal
Workers
Journey Level $32.91 1 View
Kitsap Residential Soft Floor Layers Journey Level $22.03 1 View
Kitsap Residential Sprinkler Fitters
(Fire Protection)
Journey Level $31.53 1 View
Kitsap Residential Stone Masons Journey Level $60.57 7E 1N View
Kitsap Residential Terrazzo Workers Journey Level $14.86 1 View
Kitsap Residential Terrazzo/Tile
Finishers
Journey Level $39.09 1 View
Kitsap Residential Tile Setters Journey Level $35.40 1 View
Kitsap Roofers Journey Level $57.30 5A 3H View
Kitsap Roofers Using Irritable Bituminous
Materials
$60.30 5A 3H View
Kitsap Sheet Metal Workers Journey Level (Field or Shop) $89.61 7F 1E View
Kitsap Shipbuilding & Ship Repair New Construction Boilermaker $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Carpenter $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Crane
Operator
$38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Electrician $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Heat & Frost
Insulator
$79.43 15H 11C View
Kitsap Shipbuilding & Ship Repair New Construction Laborer $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Machinist $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Operating
Engineer
$38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Painter $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Pipefitter $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Rigger $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Sheet Metal $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Shipfitter $38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction
Warehouse/Teamster
$38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair New Construction Welder /
Burner
$38.54 7V 1 View
Kitsap Shipbuilding & Ship Repair Ship Repair Boilermaker $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Carpenter $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Crane Operator $45.06 7Y 4K View
Kitsap Shipbuilding & Ship Repair Ship Repair Electrician $47.42 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Heat & Frost
Insulator
$79.43 15H 11C View
Kitsap Shipbuilding & Ship Repair Ship Repair Laborer $47.35 7X 4J View
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16 of 18 5/20/2021, 3:31 PM
Kitsap Shipbuilding & Ship Repair Ship Repair Machinist $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Operating
Engineer
$45.06 7Y 4K View
Kitsap Shipbuilding & Ship Repair Ship Repair Painter $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Pipefitter $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Rigger $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Sheet Metal $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Shipwright $47.35 7X 4J View
Kitsap Shipbuilding & Ship Repair Ship Repair Warehouse /
Teamster
$45.06 7Y 4K View
Kitsap Sign Makers & Installers
(Electrical)
Journey Level $51.56 0 1 View
Kitsap Sign Makers & Installers (Non-
Electrical)
Journey Level $33.20 0 1 View
Kitsap Soft Floor Layers Journey Level $51.91 5A 3J View
Kitsap Solar Controls For Windows Journey Level $13.69 1 View
Kitsap Sprinkler Fitters (Fire
Protection)
Journey Level $85.89 5C 1X View
Kitsap Stage Rigging Mechanics (Non
Structural)
Journey Level $13.69 1 View
Kitsap Stone Masons Journey Level $60.57 7E 1N View
Kitsap Street And Parking Lot
Sweeper Workers
Journey Level $16.00 1 View
Kitsap Surveyors Assistant Construction Site
Surveyor
$69.33 7A 3K 8X View
Kitsap Surveyors Chainman $66.30 7A 3K 8X View
Kitsap Surveyors Construction Site Surveyor $70.49 7A 3K 8X View
Kitsap Telecommunication
Technicians
Journey Level $53.57 7E 1E View
Kitsap Telephone Line Construction -
Outside
Cable Splicer $37.40 5A 2B View
Kitsap Telephone Line Construction -
Outside
Hole Digger/Ground Person $25.04 5A 2B View
Kitsap Telephone Line Construction -
Outside
Telephone Equipment
Operator (Light)
$31.22 5A 2B View
Kitsap Telephone Line Construction -
Outside
Telephone Lineperson $35.34 5A 2B View
Kitsap Terrazzo Workers Journey Level $55.71 7E 1N View
Kitsap Tile Setters Journey Level $55.71 7E 1N View
Kitsap Tile, Marble & Terrazzo
Finishers
Finisher $46.54 7E 1N View
Kitsap Traffic Control Stripers Journey Level $49.13 7A 1K View
Kitsap Truck Drivers Asphalt Mix Over 16 Yards $63.80 5D 4Y 8L View
Kitsap Truck Drivers Asphalt Mix To 16 Yards $62.96 5D 4Y 8L View
Kitsap Truck Drivers Dump Truck $62.96 5D 4Y 8L View
Kitsap Truck Drivers Dump Truck & Trailer $63.80 5D 4Y 8L View
Kitsap Truck Drivers Other Trucks $63.80 5D 4Y 8L View
Kitsap Truck Drivers - Ready Mix Transit Mix $63.80 5D 4Y 8L View
Kitsap Well Drillers & Irrigation
Pump Installers
Irrigation Pump Installer $13.69 1 View
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17 of 18 5/20/2021, 3:31 PM
Kitsap Well Drillers & Irrigation
Pump Installers
Oiler $14.08 1 View
Kitsap Well Drillers & Irrigation
Pump Installers
Well Driller $14.40 1 View
Firefox https://secure.lni.wa.gov/wagelookup/
18 of 18 5/20/2021, 3:31 PM
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Overtime Codes
Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects, the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the worker.
1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
C. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on
Sundays and holidays shall be paid at double the hourly rate of wage.
D. The first two (2) hours before or after a five-eight (8) hour workweek day or a four-ten (10) hour workweek day and
the first eight (8) hours worked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly
rate of wage.
E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
F. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday
shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (10) hours worked on a fifth calendar weekday in a four-ten hour schedule, shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
H. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. J. The first two (2) hours after eight (8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.
K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on holidays shall be paid at double the hourly rate of wage. M. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
N. All hours worked on Saturdays (except makeup days) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Overtime Codes Continued
1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage.
P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and
one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall
be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage.
R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and
one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage.
W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday
through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the
holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage.
Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay.
Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage.
F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday
pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage.
M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the
hourly rate of wage.
O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage.
U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage.
3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on
Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay.
H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at
two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay.
J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays
shall be paid at double the hourly rate of wage.
K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in
excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee
returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period.
4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE.
A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage.
Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be
paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday
through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked
on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay.
D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION:
On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is
to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the
hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage.
Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and
one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight
(8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double
the hourly rate of wage.
When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break
of eight (8) hours.
Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one-half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or
outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift.
After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked
on holidays shall be paid at double the hourly rate of wage.
11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more.
Holiday Codes
5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7).
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8).
H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day,
And Christmas (6).
I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day
(6).
J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7).
K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9).
L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8).
N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9).
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday.
Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6).
R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2).
S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8).
6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve
Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10).
Holiday Codes Continued
T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And
Christmas Day (9).
Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the
holiday.
7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall
be a regular work day.
B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and
Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the
preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be
observed as a holiday on the preceding Friday.
G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any
holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
Holiday Codes Continued
7. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on
the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding
Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday.
P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on
a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day.
S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after
Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the
Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly.
Holiday Codes Continued
7. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on
a Saturday shall be observed as a holiday on the preceding Friday.
I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The
Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after
Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday
on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday.
N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after
Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.
Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays
falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
Holiday Codes Continued
7. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving
Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before
New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day,
Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken
on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the
federal government shall be considered a holiday and compensated accordingly.
15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the
listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly.
Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25.
M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50.
N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level
C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued
by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012.
Note Codes Continued
8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during
construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description.
X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit:
$1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour.
When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am
to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time
status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.)
Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work
(work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay.
Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above
the classification rate.
Note Codes Continued
8. Z. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour.
Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as a contractor), a government agency or the contract specifications require that more than (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they will be paid a special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) 9. A. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the
Employer or when an owner (not acting as the contractor), a government agency or the contract specifications require that more than four (4) hours of a special shift can only be performed outside the normal 6 am to 6pm shift, then the
special shift premium will be applied to the basic straight time for the entire shift. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in overtime or double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Certified Crane Operator Premium: Crane operators requiring certifications shall be paid $0.50 per hour above their classification rate.
Boom Pay Premium: All cranes including tower shall be paid as follows based on boom length:
(A) – 130’ to 199’ – $0.50 per hour over their classification rate. (B) – 200’ to 299’ – $0.80 per hour over their classification rate. (C) – 300’ and over – $1.00 per hour over their classification rate.
B. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the
shift shall be used in determining the scale paid.
Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging
Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. C. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work
located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging stage or boatswains chair or under conditions that require
them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate.
Effective August 31, 2012 – A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. These classifications are only effective on or after August 31, 2012.
Note Codes Continued
9. D. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, bridges, power generation facilities and manufacturing facilities such as chemical plants, etc., or
anywhere abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required. E. Heavy Construction includes construction, repair, alteration or additions to the production, fabrication or
manufacturing portions of industrial or manufacturing plants, hydroelectric or nuclear power plants and atomic reactor construction. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,
Level B: $0.75, Level C: $0.50, And Level D: $0.25.
F. Industrial Painter wages are required for painting within industrial facilities such as treatment plants, pipelines, towers, dams, power generation facilities and manufacturing facilities such as chemical plants, etc., or anywhere
abrasive blasting is necessary to prepare surfaces, or hazardous materials encapsulation is required.
APPENDIX E
Pothole Information
APPENDIX F
Construction Drawings