HomeMy WebLinkAboutCulbert Construction - Wrigley Drive Extension Contract and Amendments 1-2 (15009)CONTRACT DOCUMENTS
Wrigley Drive Extension
ityof sco Washington PROJECT NO. 15009
FEDERAL AID NO. STPUL-3552(001)
Approved for Co nstruction:
CIP Manager Date City of Pasco
COPY
TOC
TABLE OF CONTENTS
WRIGLEY DRIVE EXTENSION
Project No. 15009, FEDERAL AID NO. STPUL-3552(001)
INVITATION FOR BIDS .................................................................................................................................AD-1
INFORMATION FOR BIDDERS:
Standard Specifications ................................................................................................................................................... IB-1
Explanation of Contract Documents and Work Site .................................................................................................... IB-1
Qualification of Bidders ................................................................................................................................................... IB-1
Water ................................................................................................................................................................................. IB-1
Submission of Bid Proposal ............................................................................................................................................ IB-2
Schedule of Events .......................................................................................................................................................... IB-3
Award of Contract ............................................................................................................................................................ IB-3
Prevailing Wage Requirements ...................................................................................................................................... IB-4
Disadvantaged Business Enterprises Condition of Award Participation.................................................................... IB-4
Bid Opening Procedures for Covid-19 Protective Measures ...................................................................................... IB-4
Bid Schedules ................................................................................................................................................................... IB-5
PROPOSAL:
Bid Proposal ........................................................................................................................................................................ P-1
Subcontract Disclosure ................................................................................................................................................... SD-1
Bid Bond ........................................................................................................................................................................... BB-1
Contractor Certification Wage Law Compliance – Responsibility Criteria ......................................................... 272-009
Non-Collusion Declaration & Debarment Affidavit.............................................................................................. 272-036I
Local Agency Proposal – Signature Page .............................................................................................................. 272-036K
Certification for Federal-Aid Contracts ................................................................................................................ 272-040A
CONTRACT REGULATIONS:
Contract............................................................................................................................................................................ CO-1
Performance Bond .......................................................................................................................................................... PB-1
Payment Bond ............................................................................................................................................................... PAB-1
SPECIAL PROVISIONS
City of Pasco Special Provisions ...................................................................................................................................... SP-1
WAGE RATES
Federal Wage Determinations ...................................................................................................................... WA20200001
WA State Prevailing Wage Rates
Benefit Code Key
Labor & Industries Policy Statement
MISCELLANEOUS
Required Contract Provisions ........................................................................................................................... FHWA-1273
CONSTRUCTION DRAWINGS
APPENDIX A
QuestCDN On-Line Bidding User Guide
AD-1
ATTENTION CONTRACTORS
INVITATION TO BID
Wrigley Drive Extension
Project # 15009, Federal Aid No. STPUL-3552(001)
The City of Pasco, Washington is inviting and requesting bid proposals for the Wrigley Drive Extension
project. This project involves:
SCHEDULE A – Roadway Improvements
Construction of a new roadway connection between Convention Drive and Clemente Lane, including
approximately 585 CY of excavation and embankment compaction, 1,675 TON crushed surfacing, 510
TON HMA pavement, 1,090 LF cement concrete curb and gutter, storm drainage, permanent signing,
pavement markings, and related improvements.
SCHEDULE B – Local Improvements
Locally funded water, sewer, and irrigation improvements between Convention Drive and Clemente Lane,
including approximately 1 manhole, 455 LF of sanitary sewer pipe, 680 LF of water main, a hydrant
assembly, an irrigation system, and related improvements.
This contract has thirty (30) working days to complete the work.
In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco has
opted to conduct the bidding of this project through an online bidding process. The bidding will
be done through QuestCDN’s Online Bidding Platform: VirtuBid ™.
Bid documents, including plans and specifications, may be obtained beginning October 2, 2020 through
QuestCDN.com using eBidDoc No. 7307858, for the standard download fee of $15.00.
Bids shall be submitted electronically via the secure network/platform on QuestCDN.com, and shall be
accepted up to the hour of 2:00PM on October 27, 2020.
For use of this process, the Contractor will be subjected to an additional fee of $30.00 to bid this project
digitally. QuestCDN.com can be contacted at 952-233-1632 or info@questCDN.com for additional
information and assistance on this bidding process and further fee explanation(s).
Bids will be publicly opened and read aloud, via live stream webinar at the subsequent time of 2:00PM
on October 27, 2020. To participate in the public webinar meeting from a computer, tablet, or
smartphone, please use the following information: https://global.gotomeeting.com/join/504268589;
OR, via telephone, United States +1 (872) 240-3412, Access Code: 504-268-589.
All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check
or Bid Bond in the amount of not less than 5 percent (5%) of the total or highest bid.
Technical questions regarding the scope of this project should be put in writing and directed to Michael
Uhlman, Project Manager, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA
99301, Fax (509) 545-3444; email: uhlmanm@pasco-wa.gov.
Bids will only be accepted from Contractors who are eligible to perform services as governed by
PMC 14.15 and who are listed on the QuestCDN Planholders list. Upon award, Contractor (and
subcontractors) shall have a current City of Pasco Business License.
The City of Pasco, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 USC 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 ensure that
in any contract entered into, pursuant to this advertisement, disadvantaged business enterprises as
defined at 49 CFR Part 26 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.
AD-2
Projects funded wholly or in part by Federal appropriations must comply with Code of Federal
Regulations; 24 CFR 570.502, 24 CFR 85.36, 2 CFR 200. All federally-funded projects will be held to
federal Equal Employment Opportunity (EEO) requirements. The City of Pasco is an equal opportunity
and affirmative action employer. Small, minority, and women-owned businesses are encouraged to
submit bids. The City of Pasco in accordance with Section 504 of the Rehabilitation Act and the
Americans with Disabilities Act (ADA), commits to nondisc rimination on the basis of disability, in all of its
programs and activities. This material can be made available in an alternate format by e -mailing Dustin
Wittman at wittmand@pasco-wa.gov or calling (509) 545-3447.
The City reserves the right to reject any and all bids, and to waive technicalities or irregularities, and after
careful consideration of all bids and factors involved make the award to best serve the interests of the
City of Pasco.
DATED: September 29, 2020
_________________________________________
Michael Uhlman, P.E.
Publish: October 2, 2020 Project Manager
October 9, 2020
Information for Bidders
Standard Specifications ........................................................................................................................... IB-1
Explanation of Contract Documents and Work Site ................................................................................ IB-1
Qualification of Bidders ........................................................................................................................... IB-1
Water ....................................................................................................................................................... IB-1
Submission of Bid Proposal ..................................................................................................................... IB-2
Schedule of Events .................................................................................................................................. IB-3
Award of Contract ................................................................................................................................... IB-3
Prevailing Wage Requirements ............................................................................................................... IB-4
Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-4
Bid Opening Procedure for Covid-19 Protective Measures ..................................................................... IB-4
Bid Schedules .......................................................................................................................................... IB-5
IB 1 of 5
INFORMATION FOR BIDDERS
STANDARD SPECIFICATIONS
The Standard Specifications for the municipal Public Works Construction, as
prepared by the Washington Department of Transportation 2020 Standard
Specifications for Road, Bridge, and Municipal Construction hereinafter referred
to as “Standard Specifications,” hereby references are made a part of this
contract as amended by the WSDOT and the APWA general special provisions
as indicated and supplemented by the “Special Provisions.” Copies of the
Standard Specifications are available for review and inspection at the office of
the Engineer. Copies of the Standard Specifications may be purchased from:
Washington State Department of Transportation (WSDOT)
Engineering Publications
Post Office Box 47408
Olympia, WA. 98504-7408
Any reference to the 2020 Standard Specifications for Road, Bridge and
Municipal Construction shall read 2020 Standard Specifications for Road, Bridge
and Municipal Construction.
EXPLANATION OF CONTRACT DOCUMENTS AND WORK SITE
Bidders should carefully examine the Contract Documents and work site to fully
acquaint themselves with all the conditions and matters, which can in any way
affect the work or the cost thereof. Any explanation regarding the meaning or
interpretation of the Contract Documents must be requested in writing, with
sufficient allowance of time for receipt of reply before the time of the bid opening.
Any such explanations or interpretations shall be made in the form of addenda to
the documents and shall be furnished to all bidders, who shall submit all addenda
with their bids. Oral explanations and interpretations made prior to the bid
opening shall not be binding.
QUALIFICATION OF BIDDERS
All bidders must be qualified in accordance with Pasco Municipal Code Chapte r
14.15 ‘Qualification for Public Works Construction’. The City reserves the right to
reject any bid of such bidder who is not eligible to perform services as governed
by PMC 14.15.
WATER
If City water is used for any work related to this project, a Fire Hydrant Meter and
Gate Valve will be furnished by the City of Pasco to be used specifically for this
project. The Contractor shall be charged an $800 return deposit plus a $50 non-
refundable handling and processing fee for the meter and valve. The City will
charge the Contractor for any water used in the construction of the project. Any
water used for this project shall be considered incidental to construction and will
be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not
IB 2 of 5
operate the hydrant as a gate valve, nor shall the Contractor be allowed to
operate any other City owned valve. The Contractor shall provide the necessary
back flow prevention device when connecting to the water service. The Fire
Hydrant Meter requirements and the Fire Hydrant Meter Application are available
at the Customer Service Window and the Engineering Department.
Fire Hydrant Meters shall be read daily and submitted to the CIP Manager
weekly. There shall be no specific measurement and payment for the use of
water. All payments necessary to meet the requirements of this provision shall
be considered incidental to the work and included in the Contract price.
SUBMISSION OF BID PROPOSAL
The City of Pasco (herein called the City and/or Owner) invites Bidders (herein
called the Contractor) to submit bids on the proposal forms (Sec. 1 -02.13) (bid
package) to be provided to those Bidders pre-qualified in accordance with PMC
14.15 (Sec. 1-02.1).
In an effort to provide proper social distancing to Contrac tors and City Staff, the
City of Pasco has opted to conduct the bidding of this project through an online
bidding process. The bidding will be done through QuestCDN’s Online Bidding
Platform.
Bids shall be submitted electronically via the secure network/platform on
QuestCDN.com, and shall be accepted up to the hour of 2:00PM on October 27,
2020.
For use of this process, the Contractor will be subjected to an additional fee of
$30.00 to bid this project digitally. QuestCDN.com can be contacted at 952-233-
1632 or info@questCDN.com for additional information and assistance on this
bidding process and further fee explanation(s).
Bids will be opened in accordance with the section herein titled Bid Opening
Procedure for Covid-19 Protective Measures.
The proposal forms to be completed for the bid package include:
The Proposal (Sec. 1-02.6), the Bid Security (surety bond), the Non-Collusion
Declaration (Sec. 1-02.8(1)), the Subcontractor Disclosure (Sec. 1-02.6), and
Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices
shall be completed either in ink or be type written an d shall contain the
appropriate amounts in figures (Sec. 1-02.6). A scanned copy of these
completed proposal forms shall be uploaded to QuestCDN as part of the
Bid.
Within 48 hours of the bid being due, an original copy of the Bid Security (surety
bond) shall be mailed in a sealed envelope to the office of the City Clerk, City
IB 3 of 5
Hall 1st Floor, 525 North 3rd Avenue, Pasco, Washington, 99301, addressed to
the Mayor and City Council. The sealed envelope shall clearly indicate the
company name, and project (i.e. CITY OF PASCO – 15009 – WRIGLEY DRIVE
EXTENSION for which they are intended.
Bid Security shall be in the form of a certified check, cashier’s check, bid bond, or
money order made payable to the ‘City of Pasco’ in the amount of equal to at
least five percent (5%) of the total amount of the bid. Security deposited by an
unsuccessful bidder will be returned as soon as practicable after the bid opening.
Any bid may be withdrawn prior to the scheduled time for the opening of bids or
authorized postponement thereof (Sec. 1-02.10). Any bid received after the time
and date specified shall not be considered (Sec. 1 -02.9). No bidder may
withdraw a bid within sixty (60) days after the actual date of the opening thereof
(Sec. 1-03.2).
Bids will be accepted from Contractors who are eligible to perform services as
governed by PMC 14.15 and who obtained original bid documents from either
QuestCDN.com
Please see Appendix A for QuestCDN On-Line Bidding User Guide. This guide
details how a bidder can submit their numbers and forms within properly via
QuestCDN VirtuBid™.
SCHEDULE OF EVENTS
Once the lowest responsible bidder has been determined and the City Council
has authorized award of the Contract, the City will mail or otherwise transmit to
the Contractor the necessary Contract Documents for execution. The Contractor
will have a maximum of ten (10) calendar days from the date of award in which to
complete and return the Contract Documents along with the Performance Bond
and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have
been returned, a Pre-Construction Conference will be held and the Notice to
Proceed will be issued (Sec. 1-08.4).
AWARD OF CONTRACT
The award of the contract is contingent upon approval by the Pasco City Council.
It is the intent of the City to award a contract to the lowest responsible bidder
provided the bid has been submitted in accordance with the requirements of the
bidding documents and does not exceed the funds available.
The City reserves the right to (Sec 1-03.1):
• Waive any informality in bids received when such waiver is in the best
interest of the City.
• Accept Alternates in any order or combination, unless oth erwise
specifically provided in the bidding documents, and to determine the low
IB 4 of 5
bidder on the basis of the sum of the Base Bid and the Alternates
accepted.
• Reject any and all bids.
• Republish the invitation for bids.
PREVAILING WAGE REQUIREMENTS
Because this is a Public Works contract, the Contractor and all sub-contractors
must follow the State’s Prevailing Wage requirements. The Contractor must
submit the Intent and Affidavit forms, approved by the Department of Labor and
Industries. Intent forms must be filed prior to the start of work, if possible.
Affidavits are filed after completion of the work. The City may not make any
payments where the Contractor and all sub-contractors have not submitted the
approved Intent form; nor may not release retainage u ntil the Contractor and all
sub-contractors have submitted the approved Affidavit forms.
The City requests that certified payroll for the Contractor and all sub-contractors
be provided on a weekly basis.
DISADVANTAGED BUSINESS ENTERPRISE CONDITION OF AWARD
PARTICIPATION
The project is partially financed by federal Surface Transportation Program
(STP). In accordance with federal requirements, the Condition of Award DBE
goal established for this Project is Zero percent 0%. Refer to Special Provisions
for additional information.
BID OPENING PROCEDURE FOR COVID-19 PROTECTIVE MEASURES
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall
and other certain City of Pasco public facilities are temporarily closed. These
orders will remain in effect for the duration of Proclamation No. 20-25, requiring
the aforementioned temporary closure ordered by the Office of the Governor, as
amended, unless extended or terminated by separate written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations
and provisions in accordance with the closure of Pasco Ci ty Hall. As a safety
precaution during the temporary closure, Bidders will not be granted access into
City Hall to attend the Bid Opening.
However, the Bid Opening will remain open to the public, and has been modified
to take place at 2:00PM on October 27, 2020 via public webinar.
All remote attendees will be given an opportunity to ask questions towards the
end of the webinar session.
To participate in the public Bid Opening, please join the public webinar
meeting from your computer, tablet or smartphone using the information
below:
IB 5 of 5
City of Pasco Bid Opening - Wrigley Drive Extension
Tue, Oct 27, 2020 1:30 PM - 2:30 PM (PDT)
Please join my meeting from your computer, tablet or smartphone.
https://global.gotomeeting.com/join/504268589
You can also dial in using your phone.
(For supported devices, tap a one-touch number below to join instantly.)
United States: +1 (872) 240-3412
- One-touch: tel:+18722403412,504268589#
Access Code: 504-268-589
New to GoToMeeting? Get the app now and be ready when your first
meeting starts: https://global.gotomeeting.com/install/504268589
BID SCHEDULES
The proposal contains 2 (two) bid schedules. The determination of the low bid is
based on the sum total of schedules A and B.
Proposal
Bid Proposal ............................................................................................................................................. P-1
Subcontract Disclosure ........................................................................................................................... SD-1
Bid Bond ................................................................................................................................................. BB-1
Contractor Certification Wage Law Compliance – Responsibility Criteria ........................................ 272-009
Non-Collusion Declaration & Debarment Affidavit ......................................................................... 272-036I
Local Agency Proposal – Signature Page ........................................................................................ 272-036K
Certification for Federal-Aid Contracts ........................................................................................... 272-040A
P-1
UNIT PRICE BID PROPOSAL
(NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any
changes/corrections to the bid must be initialed by the signer of the bid, in accordance with Section
1-02.5.)
CITY OF PASCO
WRIGLEY DRIVE EXTENSION
STPUL-3552(001)
CITY OF PASCO PROJECT NO. 15009
ITEM
NO. ITEM DESCRIPTION PAYMT
SPEC UNIT QUANTITY UNIT PRICE
DOLLARS-CTS AMOUNT
DOLLARS-CTS
SCHEDULE A – ROADWAY IMPROVEMENTS
1 Minor Change 1-04.4(1) FA Est. X $5,000.00 = $5,000.00
2 Roadway Surveying 1-05.4 LS --- X --- =
3 SPCC Plan 1-07.15(1) LS --- X --- =
4 Mobilization 1-09.7 LS --- X --- =
5 Project Temporary Traffic Control 1-10.5 LS --- X --- =
6 Clearing and Grubbing 2-01.5 LS --- X --- =
7 Removal of Structures and Obstructions 2-02.5 LS --- X --- =
8 Unclassified Excavation Incl. Haul 2-03.5 CY 585 X =
9 Embankment Compaction 2-03.5 CY 175 X =
10 Crushed Surfacing Base Course 4-04.5 TON 1,350 X =
11 Crushed Surfacing Top Course 4-04.5 TON 325 X =
12 HLA Cl. 3/8-Inch PG 64S-28 5-04.5 TON 510 X =
13 Storm Sewer Pipe 12 In. Diam 7-04.5 LF 45 X =
14 Ductile Iron Storm Sewer Pipe 8 In. Diam 7-04.5 LF 85 X =
15 Underdrain Pipe Infiltration Trench
System 12 In. Diam. 7-04.5 LF 85 X =
16 Catch Basin Type 1 7-05.5 EA 4 X =
17 Catch Basin Type 2 48 In. Diam. 7-05.5 EA 2 X =
18 Adjust Manhole 7-05.5 EA 1 X =
19 Shoring or Extra Excavation 7-08.5 LF 85 X =
20 Select Backfill, as Directed 7-08.5 CY 60 X =
21 Adjust Valve Box 7-12.5 EA 2 X =
22 ESC Lead 8-01.3(1)B DAY 10 X =
23 Erosion/Water Pollution Control 8-02.5 FA Est. X $1,500.00 = $1,500.00
24 Cement Conc. Traffic Curb and Gutter 8-04.5 LF 1,090 X =
25 Extruded Curb 8-04.5 LF 61 X =
26 Conduit Pipe 4 In. Diam. 8-20.5 LF 240 X =
27 Permanent Signing 8-21.5 LS --- X --- =
28 Pavement Markings 8-22.5 LS --- X --- =
SCHEDULE A TOTAL
P-2
ITEM
NO. ITEM DESCRIPTION PAYMT
SPEC UNIT QUANTITY UNIT PRICE
DOLLARS-CTS AMOUNT
DOLLARS-CTS
SCHEDULE B – LOCAL IMPROVEMENTS
29 Manhole 48 In. Diam. Type 1 7-05.5 EA 1 X =
30 Shoring or Extra Excavation 7-08.5 LF 1,135 X =
31 8 In. Ductile Iron Pipe for Water Main 8
In. Diam 7-09.5 LF 680 X =
32 Blow Off Assembly 7-09.5 EA 3 X =
33 Gate Valve 8 In. 7-12.5 EA 3 X =
34 Hydrant Assembly 7-14.5 EA 1 X =
35 Irrigation System 7-16.5 LS --- X --- =
36 PVC Sanitary Sewer Pipe 8 In. Diam. 7-17.5 LF 55 X =
37 PVC Sanitary Sewer Pipe 10 In. Diam. 7-17.5 LF 400 X =
8.6% STATE SALES TAX
SCHEDULE B TOTAL
SCHEDULES A AND B TOTAL
Form 272-009
08/2017
Contractor Certification
Wage Law Compliance – Responsibility Criteria
Washington State Public Works Contracts
FAILURE TO RETURN THIS CERTIFICATION AS PART OF THE BID PROPOSAL PACKAGE WILL
MAKE THIS BID NONRESPONSIVE AND INELIGIBLE FOR AWARD
I hereby certify, under penalty of perjury under the laws of the State of Washington, on behalf of the firm
identified below that, to the best of my knowledge and belief, this firm has NOT been determined by a final
and binding citation and notice of assessment issued by the Washington State Department of Labor and
Industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully
violated, as defined in RCW 49.48.082, any provision of RCW chapters 49.46, 49.48, or 49.52 within three
(3) years prior to the date of the Call for Bids.
Bidder Name:
Name of Contractor/Bidder – Print full legal entity name of firm
By:
Signature of authorized person Print Name of person making certifications for firm
Title: Place:
Title of person signing certificate Print city and state where signed
Date:
Local Agency Proposal -
Signature Page
The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged
all requirements and signed all certificates contained herein.
Receipt is hereby acknowledged of addendum(s) No.(s)
Signature of Authorized Official(s)
Proposal Must be Signed
Firm Name
Address
State of Washington Contractor’s License No.
Federal ID No.
(1) This proposal form is not transferable and any alteration of the firm’s name entered hereon
without prior permission from the Local Agency will be cause for considering the
proposal irregular and subsequent rejection of the bid.
(2) Please refer to section 1-02.6 of the standard specifications, re: “Preparation of Proposal,” or
“Article 4” of the Instruction to Bidders for building construction jobs.
Note:
,&
DOT Form 272-036K EF
07/2011
A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate
estimate of quantities at the above prices and in the form as indicated below is attached hereto:
Cash
Cashier’s Check
Certified Check
Proposal Bond
In the Amount of
Dollars
Payable to the State Treasurer
In the Amount of 5% of the Bid
($ )
.
SR
Special Provisions
Introduction to the Special Provisions ........................................................................................................................... SP-1
Description of Work ......................................................................................................................................................... SP-2
1-01 Definitions and Terms ............................................................................................................................................ SP-2
1-02 Bid Procedures and Conditions ............................................................................................................................ SP-5
1-03 Award and Execution of Contract ...................................................................................................................... SP-15
1-04 Scope of the Work ................................................................................................................................................ SP-17
1-05 Control of Work .................................................................................................................................................... SP-18
1-06 Control of Material ............................................................................................................................................... SP-25
1-07 Legal Relations and Responsibilities to the Public ............................................................................................ SP-27
1-08 Prosecution and Progress .................................................................................................................................... SP-58
1-09 Measurement and Payment ............................................................................................................................... SP-63
1-10 Temporary Traffic Control .................................................................................................................................... SP-67
2-01 Clearing, Grubbing, and Roadside Cleanup ...................................................................................................... SP-68
2-02 Removal of Structures and Obstructions .......................................................................................................... SP-69
2-03 Roadway Excavation and Embankment ............................................................................................................ SP-70
2-04 Haul ........................................................................................................................................................................ SP-73
2-07 Watering ................................................................................................................................................................ SP-74
2-11 Trimming and Cleanup ........................................................................................................................................ SP-74
4-04 Ballast and Crushed Surfacing ............................................................................................................................ SP-74
5-04 Hot Mix Asphalt .................................................................................................................................................... SP-75
7-04 Storm Sewers ........................................................................................................................................................ SP-93
7-05 Manholes, Inlets, Catch Basins, and Drywells ................................................................................................... SP-95
7-08 General Pipe Installation Requirements ............................................................................................................ SP-98
7-09 Water Mains ...................................................................................................................................................... SP-103
7-12 Valves for Water Mains..................................................................................................................................... SP-107
7-14 Hydrants ............................................................................................................................................................. SP-109
7-16 Irrigation Mains (New Section) ........................................................................................................................ SP-111
7-17 Sanitary Sewers ................................................................................................................................................. SP-116
7-18 Side Sewers ........................................................................................................................................................ SP-118
8-01 Erosion Control and Water Pollution Control ............................................................................................... SP-119
8-04 Curbs, Gutters, and Spillways........................................................................................................................... SP-121
8-21 Permanent Signing ............................................................................................................................................ SP-122
8-22 Pavement Markings .......................................................................................................................................... SP-123
SP 1 of 123
SPECIAL PROVISIONS
FOR
CITY OF PASCO
WRIGLEY DRIVE EXTENSION
STPUL-3552(001)
CITY OF PASCO PROJECT NO. 15009
INTRODUCTION TO THE SPECIAL PROVISIONS
(August 14, 2013 APWA GSP)
The work on this project shall be accomplished in accordance with the Standard
Specifications for Road, Bridge and Municipal Construction, 2020 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 the Amendments to the Standard Specifications and 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)
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
Contractor shall obtain copies of these publications, at Contractor’s own expense.
SP 2 of 123
DESCRIPTION OF WORK
The project consists of the following work:
SCHEDULE A – Roadway Improvements
Construction of a new roadway connection between Convention Drive and
Clemente Lane, including approximately 585 CY of excavation and
embankment compaction, 1,675 TON crushed surfacing, 510 TON HMA
pavement, 1,090 LF cement concrete curb and gutter, storm drainage,
permanent signing, pavement markings, and related improvements.
SCHEDULE B – Local Improvements
Locally funded water, sewer, and irrigation improvements between
Convention Drive and Clemente Lane, including approximately 1 manhole,
455 LF of sanitary sewer pipe, 680 LF of water main, a hydrant assembly,
an irrigation system, and related improvements.
The quantities of work indicated in the proposal are to be considered as estimates
and are for comparative bidding purposes only. All payments will be made on the
basis of actual field measurement of Contract work completed.
All work shall be done in accordance with the Plans, the Standard Specifica tions
for Road, Bridge, and Municipal Construction prepared by the Wash ington State
Department of Transportation dated 2020, referenced codes and organizations,
and these Special Provisions.
1-01 DEFINITIONS AND TERMS
1-01.3 Definitions
(January 4, 2016 APWA GSP)
Delete the heading Completion Dates and the three paragraphs that follow it, and
replace them with the following:
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 the Contracting Agency officially binds the Agency 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.
Physical Completion Date
The day all of the Work is physically completed on the project. All
documentation required by the Contract and required by law does not
necessarily need to be furnished by the Contractor by this date.
Completion Date
The day all the Work specified in the Contract is completed and all the
obligations of the Contractor under the contract are fulfilled by the Contractor.
All documentation required by the Contract and required by law must be
furnished by the Contractor before establishment of this date.
Final Acceptance Date
The date on which the Contracting Agency accepts the work as complete.
Supplement this Section with the following:
All references in the Standard Specifications, Amendments, or WSDOT
General Special Provisions, to the terms “Department of Transportation”,
“Washington State Transportation Commission”, “Commission”, “Secretary of
Transportation”, “Secretary”, “Headquarters”, and “State Treasurer” shall be
revised to read “Contracting Agency”.
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.
All references to “State Materials Laboratory” shall be revised to read
“Contracting Agency designated location”.
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.
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Additive
A supplemental unit of work or group of bid items, identified separately in the
Bid 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 Bid Proposal, from which the Contracting Agency may make a choice
between different methods or material of construction for performing the same
work.
Business Day
A business day is any day from Monday through Fri day except holidays as
listed in Section 1-08.5.
Contract Bond
The definition in the Standard Specifications for “Contract Bond” applies to
whatever bond form(s) are required by the Contract Documents, which may be
a combination of a Payment Bond and a Performance Bond.
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 physically completed.
Notice of Award
The written notice from the Contracting Agency to the successful Bidder
signifying the Contracting Agency’s acceptance of the Bid Proposal.
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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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.
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 will 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") 6 Furnished automatically upon
award.
Contract Provisions 6 Furnished automatically upon
award.
Large plans (e.g., 22" x
34") 2 Furnished only upon request.
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.
1-02.4 Examination of Plans, Specifications, and Site of Work
1-02.4(1) General
(August 15, 2016 APWA GSP Option B)
The first sentence of the last paragraph is revised to read:
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Any prospective Bidder desiring an explanation or interpretation of the Bid
Documents, shall request the explanation or interpretation in writing by close
of business four (4) days preceding the bid opening to allow a written reply to
reach all prospective Bidders before the submission of their Bids.
1-02.4(2) Subsurface Information
(March 8, 2013 APWA GSP)
The second sentence in the first paragraph is revised to read:
The Summary of Geotechnical Conditions and the boring logs, if and when
included as an appendix to the Special Provisions, shall be considered as part
of the contract.
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, u nit
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 o f the
Proposal Form.
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 Propos al
Form unless otherwise specified.
1-02.6 Preparation of Proposal
(July 11, 2018 APWA GSP)
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.
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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:
If no Subcontractor is listed, the Bidder acknowledges that it does not intend to
use any Subcontractor to perform those items of work.
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.
(August 2, 2004, WSDOT GSP)
The fifth and sixth paragraphs of Section 1-02.6 are deleted.
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;
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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.
If so stated in the Contract Provisions, bidder must use the bond form included
in the Contract Provisions.
If so stated in the Contract Provisions, cash will not be accepted for a bid
deposit.
1-02.9 Delivery of Proposal
(December 19, 2019 APWA GSP Option C)
Delete this section and replace it with the following:
Each Proposal shall be submitted in a sealed envelope, with the Wrigley Drive
Extension and Project Number as stated in the Call for Bids clearly marked on
the outside of the envelope, or as otherwise required in the Bid Documents, to
ensure proper handling and delivery.
To be considered responsive on a FHWA-funded project, the Bidder may be
required to submit the following items, as required by Section 1 -02.6:
• UDBE Written Confirmation Document from each UDBE firm listed on
the Bidder’s completed UDBE Utilization Certification (WSDOT 272-
056U);
• Good Faith Effort (GFE) Documentation
• UDBE Bid Item Breakdown (WSDOT 272-054)
• UDBE Trucking Credit Form (WSDOT 272-058)
These documents, if applicable, shall be received either with the Bid Proposal
or as a Supplement to the Bid. The documents shall be received no later than
48 hours (not including Saturdays, Sundays and Holidays) after the time for
delivery of the Bid Proposal.
All other information required to be submitted with the Bid Proposal must be
submitted with the Bid Proposal itself, at the time stated in the Call for Bids.
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Proposals that are received as required will be publicly opened and read as
specified in Section 1-02.12. The Contracting Agency will not open or consider
any Bid Proposal that is received after the time specified in the Call for Bids for
receipt of Bid Proposals, or received in a location other than that specified in
the Call for Bids. The Contracting Agency will not open or consider any
“Supplemental Information” (UDBE confirmations or GFE documentation) that
is received after the time specified above, or received in a location other than
that specified above.
If an emergency or unanticipated event interrupts normal work processes of the
Contracting Agency so that Proposals cannot be received at the office
designated for receipt of bids as specified in Section 1-02.12 the time specified
for receipt of the Proposal will be deemed to be extended to the same time of
day specified in the solicitation on the first work day on which the normal work
processes of the Contracting Agency resume.
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,
emailed, or faxed requests to withdraw, revise, or supplement a Bid Pro posal
are not acceptable.
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1-02.13 Irregular Proposals
(December 19, 2019 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 an Underutilized
Disadvantaged Business Enterprise Certification, if applicable, as
required in Section 1-02.6;
i. The Bidder fails to submit written confirmation from each UDBE firm
listed on the Bidder’s completed UDBE Utilization Certification that they
are in agreement with the bidder’s UDBE 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 UDBE 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 UDBE 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 UDBE 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;
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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
(May 17, 2018 APWA GSP, Option B)
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.
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.
Evidence that the Bidder meets Supplemental Criteria 3-7 shall be provided by
the Bidder as stated later in this Section.
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 .
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,
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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 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
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
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 Contrac ting
Agency) that the Bidder and/or its owners have not been convicted
of a crime involving bidding on a public works contract.
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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 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 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 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
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 years prior to the bid submittal
date that demonstrate a pattern of failing to meet the t erms of
contracts, or shall submit a list of all lawsuits with judgments entered
against the Bidder in the five 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
As evidence that the Bidder meets the Supplemental 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 supplemental criteria
together with supporting documentation (sufficient in t he sole judgment of the
Contracting Agency) demonstrating compliance with the Supplemental 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
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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 business days
after the Bidder determined to be not responsible has received the Contracting
Agency’s final determination.
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 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,
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2. Samples of these materials for quality and fitness tests,
3. A progress schedule (in a form the Contracting Agenc y 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.
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
(October 1, 2005 APWA GSP)
Revise this section to read:
Copies of the Contract Provisions, including the unsigned Form of Contract, will
be available for signature by the successful bidder on the first business day
following award. The number of copies to be executed by the Contractor will be
determined by the Contracting Agency.
Within ten (10) calendar days after the award date, the successful bidder shall
return the signed Contracting Agency-prepared contract, an insurance
certification as required by Section 1-07.18, and a satisfactory bond as required
by law and Section 1-03.4. Before execution of the contract by the Contracting
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Agency, the successful bidder shall provide any pre-award information the
Contracting Agency may require under Section 1-02.15.
Until the Contracting Agency executes a contract, no proposal shall bind the
Contracting Agency nor shall any work begin within the project limits or within
Contracting Agency-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 Contracting Agency.
If the bidder experiences circumstances beyond their control that prevents
return of the contract documents within the calendar days after the award date
stated above, the Contracting Agency may grant up to a maximum of ten (10)
additional calendar days for return of the documents, provided the Contracting
Agency deems the circumstances warrant it.
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:
1. Be on a 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
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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 by the president
or vice president).
1-03.7 Judicial Review
(November 30, 2018 APWA GSP)
Revise this section to read:
Any decision made by the Contracting Agency regarding the Award and
execution of the Contract or Bid rejection shall be conclusive subject to the
scope of judicial review permitted under Washington Law. Such review, if any,
shall be timely filed in the Superior Court of the county where the Contracting
Agency headquarters is located, provided that where an action is asserted
against a county, RCW 36.01.050 shall control venue and jurisdiction.
1-04 SCOPE OF THE WORK
1-04.2 Coordination of Contract Documents, Plans, Special Provisions,
Specifications, and Addenda
(March 13, 2012 APWA GSP)
Revise the second paragraph to read:
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. Addenda,
2. Proposal Form,
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3. Special Provisions,
4. Contract Plans,
5. Amendments to the Standard Specifications,
6. Standard Specifications,
7. Contracting Agency’s Standard Plans or Details (if any), and
8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction.
1-04.4 Changes
Section 1-04.4 is supplemented with the following:
(April 30, 2020, WSDOT GSP)
Electronically Submitted Change Orders
Change Orders will be transmitted electronically to the Contractor for signature.
The Contractor shall apply all signatures electronically using a software as
approved 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, email addresses, and text message capable phone numbers for the
authorized change order signers and shall bear the name, phone number and
email of the officer providing this authorization. Delegation of authority to sign
Change Orders shall be by the officer authorized to sign the Contract in
accordance with Section 1-02.1.
1-05 CONTROL OF WORK
1-05.4 Conformity with and Deviations From Plans and Stakes
Section 1-05.4 is supplemented with the following:
(August 7, 2017 WSDOT GSP)
Contractor Surveying - Roadway
Copies of the Contracting Agency provided primary survey control data are
available for the bidder's inspection at the office of the Engineer.
The Contractor shall be responsible for setting, maintaining, and resetting all
alignment stakes, slope stakes, and grades necessary for the construction of
the roadbed, drainage, surfacing, paving, channelization and pavement
marking, illumination and signals, guardrails and barriers, and signing. Except
for the survey control data to be furnished by the Contracting Agency,
calculations, surveying, and measuring required for setting and maintaining the
necessary lines and grades shall be the Contractor's responsibility.
The Contractor shall inform the Engineer when monuments are discovered that
were not identified in the Plans and construction activity may disturb or damage
the monuments. All monuments noted on the plans “DO NOT DISTURB” shall
SP 19 of 123
be protected throughout the length of the project or be replaced at the
Contractors expense.
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 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 centerlines of all alignments, by placing hubs, stakes, or
marks on centerline or on offsets to centerline at all curve points (PCs,
PTs, and PIs) and at points on the alignments spaced no further than
50 feet.
3. Establish clearing limits, placing stakes at all angle points and at
intermediate points not more than 50 feet apart. The clearing and
grubbing limits shall be 5 feet beyond the toe of a fill and 10 feet beyond
the top of a cut unless otherwise shown in the Plans.
4. Establish grading limits, placing slope stakes at centerline increments
not more than 50 feet apart. Establish offset reference to all slope
stakes. If Global Positioning Satellite (GPS) Machine Controls are used
to provide grade control, then slope stakes may be omitted at the
discretion of the Contractor.
5. Establish the horizontal and vertical location of all drainage features,
placing offset stakes to all drainage structures and to pipes at a
horizontal interval not greater than 25 feet.
6. Establish roadbed and surfacing elevations by placing stakes at the top
of subgrade and at the top of each course of surfacing. Subgrade and
surfacing stakes shall be set at horizontal intervals not greater than 50
SP 20 of 123
feet in tangent sections, 25 feet in curve sections with a radius less than
300 feet, and at 10-foot intervals in intersection radii with a radius less
than 10 feet. Transversely, stakes shall be placed at all locations where
the roadway slope changes and at additional points such that the
transverse spacing of stakes is not more than 12 feet. If GPS Machine
Controls are used to provide grade control, then roadbed and surfacing
stakes may be omitted at the discretion of the Contractor.
7. Establish intermediate elevation benchmarks as needed to check work
throughout the project.
8. Provide references for paving pins at 25-foot intervals or provide
simultaneous surveying to establish location and elevation of paving
pins as they are being placed.
9. 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.
10. 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 10 days prior to the beginning of work.
The Contractor shall provide the Contracting Agency copies of any calculations
and staking data when requested by the Engineer.
To facilitate the establishment of these lines and elevations, the Contracting
Agency will provide the Contractor with primary survey control information
consisting of descriptions of two primary control points used for the horizontal
and vertical control, and descriptions of two additional primary control points
for every additional three miles of project length. Primary control points will be
described by reference to the project alignment and the coordinate system and
elevation datum utilized by the project. In addition, the Contracting Agency will
supply horizontal coordinates for the beginning and ending points and for each
Point of Intersection (PI) on each alignment included in the project.
The Contractor shall ensure a surveying accuracy within the following
tolerances:
SP 21 of 123
Vertical Horizontal
Slope stakes ±0.10 feet ±0.10 feet
Subgrade grade stakes set
0.04 feet below grade ±0.01 feet ±0.5 feet
(parallel to alignment)
±0.1 feet
(normal to alignment)
Stationing on roadway N/A ±0.1 feet
Alignment on roadway N/A ±0.04 feet
Surfacing grade stakes ±0.01 feet ±0.5 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
spotchecks will not change the requirements for normal checking by the
Contractor.
When staking roadway alignment and stationing, the Contractor shall perform
independent checks from different secondary control to ensure that the points
staked are within the specified survey accuracy tolerances.
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.
Contract work to be performed using contractor-provided stakes shall not begin
until the stakes are approved by the Contracting Agency. Such approval shall not
relieve the Contractor of responsibility for the accuracy of the stakes.
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.
SP 22 of 123
Payment
Payment will be made for the following bid item when included in the proposal:
"Roadway Surveying", lump sum.
The lump sum contract price for "Roadway Surveying" shall be full pay for all labor,
equipment, materials, and supervision utilized to perform the Work specified,
including any resurveying, checking, correction of errors, replacement of missing
or damaged stakes, and coordination efforts stakes, and coordination efforts.
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.
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.
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.
SP 23 of 123
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 failu re to perform the work as
required.
1-05.11 Final Inspection
Delete this section and replace it with the following:
1-05.11 Final Inspections and Operational Testing
(October 1, 2005 APWA 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, in writing, 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 physical
completion. The Engineer will schedule an inspection of the work with the
Contractor to determine the status of completion. 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 therefore.
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
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 Inspection and Physical Completion Date
When the Contractor considers the work physically complete and ready for final
inspection, 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
SP 24 of 123
Contractor in writing of all particulars in which the final inspection reveals the work
incomplete or unacceptable. 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 physical completion
of the listed deficiencies. This process will continue until the Engineer is satisfied
the listed deficiencies have been corrected.
If action to correct the listed deficiencies is not initiated within 7 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 considered
physically complete. That date shall constitute the Physical Completion Date of the
contract but shall not imply acceptance of the work or that all the obligations of the
Contractor under the contract have been fulfilled.
1-05.11(3) Operational Testing
It is the intent of the Contracting Agency to have at the Physical 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 physical 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 Physical Completion Date. During and
following the test period, the Contractor shall correct any items of 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 Physical 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.
SP 25 of 123
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.
1-05.13 Superintendents, Labor and Equipment of Contractor
(August 14, 2013 APWA GSP)
Delete the sixth and seventh paragraphs of this section.
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.
1-05.16 Water and Power
(October 1, 2005 APWA GSP)
Add the following new section:
The Contractor shall make necessary arrangements and shall bear the costs
for power and water necessary for the performance of the work, unless the
contract includes power and water as a pay item.
1-06 CONTROL OF MATERIAL
Add the following new section:
Buy America – Option A
(August 6, 2012 WSDOT GSP)
In accordance with Buy America requirements contained in 23 CFR 635.410,
the major quantities of steel and iron construction material that is permanently
incorporated into the project shall consist of American -made materials only.
Buy America does not apply to temporary steel items, e.g., temporary sheet
piling, temporary bridges, steel scaffolding and falsework.
SP 26 of 123
Minor amounts of foreign steel and iron may be utilized in this project provided
the cost of the foreign material used does not exceed one-tenth of one percent
of the total contract cost or $2,500.00, whichever is greater.
American-made material is defined as material having all manufacturing
processes occurring domestically. To further define the coverage, a domestic
product is a manufactured steel material that was produced in one of the 50
States, the District of Columbia, Puerto Rico, or in the territories and
possessions of the United States.
If domestically produced steel billets or iron ingots are exported outside of the
area of coverage, as defined above, for any manufacturing process then the
resulting product does not conform to the Buy America requirements.
Additionally, products manufactured domestically from foreign source steel
billets or iron ingots do not conform to the Buy America requirements because
the initial melting and mixing of alloys to create the material occurred in a
foreign country.
Manufacturing begins with the initial melting and mixing and continues through
the coating stage. Any process which modifies the chemical content, the
physical size or shape, or the final finish is considered a manufacturing
process. The processes include rolling, extruding, machining, bending,
grinding, drilling, welding, and coating. The action of applying a coating to steel
or iron is deemed a manufacturing process. Coating includes epoxy coating,
galvanizing, aluminizing, painting, and any other coating that protects or
enhances the value of steel or iron. Any process from the original reduction
from ore to the finished product constitutes a manufacturing process for iron.
Due to a nationwide waiver, Buy America does not apply to raw materials (iron
ore and alloys), scrap (recycled steel or iron), and pig iron or processed,
pelletized, and reduced iron ore.
The following are considered to be steel manufacturing processes:
1. Production of steel by any of the following processes:
a. Open hearth furnace.
b. Basic oxygen.
c. Electric furnace.
d. Direct reduction.
2. Rolling, heat treating, and any other similar processing.
SP 27 of 123
3. Fabrication of the products.
a. Spinning wire into cable or strand.
b. Corrugating and rolling into culverts.
c. Shop fabrication.
A certification of materials origin will be required for any items comprised of, or
containing, steel or iron construction materials prior to such items being
incorporated into the permanent work. The certification shall be on DOT Form
350-109EF provided by the Engineer, or such other form the Contractor
chooses, provided it contains the same information as DOT Form 350-109EF.
1-06.1(4) Fabrication Inspection Expense
(June 27, 2011 APWA GSP)
Delete this section in its entirety.
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 this 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.
SP 28 of 123
The Washington State Department of Labor and Industries shall be the sole
and paramount administrative agency responsible for the administrat ion 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 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.
COVID-19 Health and Safety Plan (CHSP)
(May 13, 2020 WSDOT GSP)
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(2) as supplemented in these specifications, COVID-19 Health and Safety
Plan (CHSP).
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.
SP 29 of 123
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 Cont racting 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 State s, 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 p erformed 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.
SP 30 of 123
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).
1-07.4 Sanitation
1-07.4(2) Health Hazards
(May 13, 2020 WSDOT GSP)
Section 1-07.4(2) is revised to read:
COVID-19 Health and Safety Plan (CHSP)
The Contractor shall prepare a project specific COVID-19 health and safety
plan (CHSP). The CHSP shall be prepared and submitted as a Type 2 Working
Drawing prior to beginning physical Work. 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 State workers in the field, Contractor personnel, consultants,
project staff, subcontractors, suppliers and anyone on the project site, staging
areas, or yards.
COVID-19 Health and Safety Plan (CHSP) Inspection
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 (within 1 hour). The
Contractor shall immediately remedy the noncompliance incident or suspend
SP 31 of 123
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.
1-07.7 Load Limits
(March 13, 1995 WSDOT GSP)
Supplement this section with the following:
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(1) General
Section 1-07.9(1) is supplemented with the following:
(January 6, 2020 WSDOT GSP)
The Federal wage rates incorporated in this contract have been established by the
Secretary of Labor under United States Department of Labor General Decision No.
WA20200001.
The State rates incorporated in this contract are applicable to all construction
activities associated with this contract.
1-07.9(5) Required Documents
Add the following:
If using the occupation code for wage affidavits and payrolls and if the project
involves more than one jurisdictional area, the Contractor shall reference the
area just after the occupation code number. For example: 10-0010 Yak.E.
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.
SP 32 of 123
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:
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.
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).
1-07.11 Requirements for Nondiscrimination
Section 1-07.11 is supplemented with the following:
(September 3, 2019)
Requirement for Affirmative Action to Ensure Equal Employment Opportunity
(Executive Order 11246)
1. The Contractor's attention is called to the Equal Opportunity Clause and the
Standard Federal Equal Employment Opportunity Construction Contract
Specifications set forth herein.
SP 33 of 123
2. The goals and timetables for minority and female participation set by the
Office of Federal Contract Compliance Programs, expressed in percentage
terms for the Contractor's aggregate work force in each construction craft and
in each trade on all construction work in the covered area, are as follows:
Women – Statewide
Timetable Goal
Until further notice 6.9%
Minorities - by Standard Metropolitan Statistical Area (SMSA)
Spokane, WA:
SMSA Counties:
Spokane, WA 2.8
WA Spokane.
Non-SMSA Counties 3.0
WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield;
WA Lincoln; WA Pend Oreille; WA Stevens; WA Whitman.
Richland, WA
SMSA Counties:
Richland Kennewick, WA 5.4
WA Benton; WA Franklin.
Non-SMSA Counties 3.6
WA Walla Walla.
Yakima, WA:
SMSA Counties:
Yakima, WA 9.7
WA Yakima.
Non-SMSA Counties 7.2
WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA
Okanogan.
Seattle, WA:
SMSA Counties:
Seattle Everett, WA 7.2
WA King; WA Snohomish.
Tacoma, WA 6.2
WA Pierce.
Non-SMSA Counties 6.1
WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA
Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA
Skagit; WA Thurston; WA Whatcom.
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Portland, OR:
SMSA Counties:
Portland, OR-WA 4.5
WA Clark.
Non-SMSA Counties 3.8
WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum.
These goals are applicable to each nonexempt Contractor’s total on -site
construction workforce, regardless of whether or not part of that workforce is
performing work on a Federal, or federally assisted project, contract, or
subcontract until further notice. Compliance with these goals and time tables
is enforced by the Office of Federal Contract compliance Programs.
The Contractor's compliance with the Executive Order and the regulations in
41 CFR Part 60-4 shall be based on its implementation of the Equ al
Opportunity Clause, specific affirmative action obligations required by the
specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals.
The hours of minority and female employment and training must be
substantially uniform throughout the length of the contract, in each
construction craft and in each trade, and the Contractor shall make a good
faith effort to employ minorities and women evenly on each of its projects.
The transfer of minority or female employees or trainees from Con tractor to
Contractor or from project to project for the sole purpose of meeting the
Contractor's goal shall be a violation of the contract, the Executive Order and
the regulations in 41 CFR Part 60-4. Compliance with the goals will be
measured against the total work hours performed.
3. The Contractor shall provide written notification to the Office of Federal
Contract Compliance Programs (OFCCP) within 10 working days of award of
any construction subcontract in excess of $10,000 or more that are Federally
funded, at any tier for construction work under the contract resulting from this
solicitation. The notification shall list the name, address and telephone
number of the Subcontractor; employer identification number of the
Subcontractor; estimated dollar amount of the subcontract; estimated starting
and completion dates of the subcontract; and the geographical area in which
the contract is to be performed. The notification shall be sent to:
U.S. Department of Labor
Office of Federal Contract Compliance Programs Pacific Region
Attn: Regional Director
San Francisco Federal Building
90 – 7th Street, Suite 18-300
San Francisco, CA 94103
(415) 625-7800 Phone
(415) 625-7799 Fax
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4. As used in this Notice, and in the contract resulting from this solicitation, the
Covered Area is as designated herein.
Standard Federal Equal Employment Opportunity Construction Contract
Specifications (Executive Order 11246)
1. As used in these specifications:
a. Covered Area means the geographical area described in the
solicitation from which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance
Programs, United States Department of Labor, or any person to
whom the Director delegates authority;
c. Employer Identification Number means the Federal Social Security
number used on the Employer's Quarterly Federal Tax Return, U.
S. Treasury Department Form 941;
d. Minority includes:
(1) Black, a person having origins in any of the Black Racial
Groups of Africa.
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed
person of Mexican, Puerto Rican, Cuban, Central
American, South American, or other Spanish origin.
(3) Asian or Pacific Islander, a person having origins in any of
the original peoples of the Pacific rim or the Pacific Islands,
the Hawaiian Islands and Samoa.
(4) American Indian or Alaskan Native, a person having origins
in any of the original peoples of North America, and who
maintain cultural identification through tribal affiliation or
community recognition.
2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a
portion of the work involving any construction trade, it shall physically include
in each subcontract in excess of $10,000 the provisions of these
specifications and the Notice which contains the applicable goals for minority
and female participation and which is set forth in the solicitations from which
this contract resulted.
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3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown
Plan approved by the U.S. Department of Labor in the covered area either
individually or through an association, its affirmative action obligations on all
work in the Plan area (including goals and timetables) shall be in accordance
with that Plan for those trades which have unions participating in the Plan.
Contractors must be able to demonstrate their participation in and compliance
with the provisions of any such Hometown Plan. Each Contractor or
Subcontractor participating in an approved Plan is individually required to
comply with its obligations under the EEO clause, and to make a good faith
effort to achieve each goal under the Plan in each trade in which it h as
employees. The overall good faith performance by other Contractors or
Subcontractors toward a goal in an approved Plan does not excuse any
covered Contractor's or Subcontractor's failure to take good faith effort to
achieve the Plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards
provided in paragraphs 7a through 7p of this Special Provision. The goals
set forth in the solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training of minority and
female utilization the Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area. Covered
construction contractors performing construction work in geographical areas
where they do not have a Federal or federally assisted construction contract
shall apply the minority and female goals established for the geographical
area where the work is being performed. The Contractor is expected to make
substantially uniform progress in meeting its goals in each craft during the
period specified.
5. Neither the provisions of any collective bargaining agreement, nor the failure
by a union with whom the Contractor has a collective bargaining agreement,
to refer either minorities or women shall excuse the Contractor's obligations
under these specifications, Executive Order 11246, or the regulations
promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trai nees to be
counted in meeting the goals, such apprentices and trainees must be
employed by the Contractor during the training period, and the Contractor
must have made a commitment to employ the apprentices and trainees at the
completion of their training, subject to the availability of employment
opportunities. Trainees must be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal
employment opportunity. The evaluation of the Contractor's compliance with
these specifications shall be based upon its effort to achieve maximum results
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from its action. The Contractor shall document these efforts fully, and shall
implement affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
Contractor's employees are assigned to work. The Contractor,
where possible, will assign two or more women to each construction
project. The Contractor shall specifically ensure that all foremen,
superintendents, and other on-site supervisory personnel are aware
of and carry out the Contractor's obligation to maintain such a
working environment, with specific attention to minority or female
individuals working at such sites or in such facilities.
b. Establish and maintain a current list of minority and female
recruitment sources, provide written notification to minority and
female recruitment sources and to community organizations when
the Contractor or its unions have employment opportunities
available, and maintain a record of the organizations' responses.
c. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off -the-street applicant and
minority or female referral from a union, a recruitment source or
community organization and of what action was taken with respect
to each such individual. If such individual was sent to the union
hiring hall for referral and was not referred back to the Contractor by
the union or, if referred, not employed by the Contractor, this shall
be documented in the file with the reason therefor, along with
whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the union
or unions with which the Contractor has a collective bargaining
agreement has not referred to the Contractor a minority person or
woman sent by the Contractor, or when the Contractor has other
information that the union referral process has impeded the
Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunity and/or participate in training
programs for the area which expressly include minorities and
women, including upgrading programs and apprenticeship and
trainee programs relevant to the Contractor's employment needs,
especially those programs funded or approved by the U.S.
Department of Labor. The Contractor shall provide notice of these
programs to the sources compiled under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the
policy to unions and training programs and requesting their
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cooperation in assisting the Contractor in meeting its EEO
obligations; by including it in any policy manual and collective
bargaining agreement; by publicizing it in the company newspaper,
annual report, etc.; by specific review of the policy with all
management personnel and with all minority and female employees
at least once a year; and by posting the company EEO policy on
bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees
having any responsibility for hiring, assignment, layoff, termination
or other employment decisions including specific review of these
items with on-site supervisory personnel such as Superintendents,
General Foremen, etc., prior to the initiation of construction work at
any job site. A written record shall be made and maintained
identifying the time and place of these meetings, persons attending,
subject matter discussed, and disposition of the subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in
any advertising in the news media, specifically including minority
and female news media, and providing written notification to and
discussing the Contractor's EEO policy with other Contractors and
Subcontractors with whom the Contractor does or anticipates doing
business.
i. Direct its recruitment efforts, both oral and written to minority, female
and community organizations, to schools with minority and female
students and to minority and female recruitment and training
organizations serving the Contractor's recruitment area and
employment needs. Not later than one month prior to the date for
the acceptance of applications for apprenticeship or other training
by any recruitment source, the Contractor shall send written
notification to organizations such as the above, describi ng the
openings, screening procedures, and tests to be used in the
selection process.
j. Encourage present minority and female employees to recruit other
minority persons and women and where reasonable, provide after
school, summer and vacation employment to minority and female
youth both on the site and in other areas of a Contractor's work
force.
k. Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
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l. Conduct, at least annually, an inventory and ev aluation of all
minority and female personnel for promotional opportunities and
encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work
assignments and other personnel practices, do not have a
discriminatory effect by continually monitoring all personnel and
employment related activities to ensure that the EEO policy and the
Contractor's obligations under these specifications are being carried
out.
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing
facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to
and performance under the Contractor's EEO policies and
affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations which
assist in fulfilling one or more of their affirmative action obligations (7a through
7p). The efforts of a contractor association, joint contractor-union, contractor-
community, or other similar group of which the Contractor is a member and
participant, may be asserted as fulfilling any one or more of the obligations
under 7a through 7p of this Special Provision provided that the Contractor
actively participates in the group, makes every effort to assure that the group
has a positive impact on the employment of minorities and women in the
industry, ensure that the concrete benefits of the program are reflected in the
Contractor's minority and female work-force participation, makes a good faith
effort to meet its individual goals and timetables, and can provide access to
documentation which demonstrate the effectiveness of actions taken on
behalf of the Contractor. The obligation to comply, however, is the
Contractor's and failure of such a group to fulfill an obligation shall not be a
defense for the Contractor's noncompliance.
9. A single goal for minorities and a separate single goal for women have been
established. The Contractor, however, is required to provide equal
employment opportunity and to take affirmative action for all minority groups,
both male and female, and all women, both minority and non -minority.
Consequently, the Contractor may be in violation of the Executive Order if a
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particular group is employed in substantially disparate manner (for example,
even though the Contractor has achieved its goals for women generally, the
Contractor may be in violation of the Executive Order if a specific minority
group of women is underutilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color, religion,
sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm
debarred from Government contracts pursuant to Executive Order 11246.
12. The Contractor shall carry out such sanctions and penalties for violation of
these specifications and of the Equal Opportunity Clause, including
suspensions, terminations and cancellations of existing subcontracts as may
be imposed or ordered pursuant to Executive Order 11246, as amended, and
its implementing regulations by the Office of Federal Contract Compliance
Programs. Any Contractor who fails to carry out such sanctions and penalties
shall be in violation of these specifications and Executive Order 11246, as
amended.
13. The Contractor, in fulfilling its obligations under these specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph 7 of this Special Provision, so as to
achieve maximum results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the requirements of the
Executive Order, the implementing regulations, or these specifications, the
Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all
employment related activity to ensure that the company EEO policy is being
carried out, to submit reports relating to the provisions hereof as may be
required by the government and to keep records. Records shall at least
include, for each employee, their name, address, telephone numbers,
construction trade, union affiliation if any, employee identification number
when assigned, social security number, race, sex, status (e.g., mechanic,
apprentice, trainee, helper, or laborer), dates of changes in status, hours
worked per week in the indicated trade, rate of pay, and locations at which
the work was performed. Records shall be maintained in an easily
understandable and retrievable form; however, to the degree that existing
records satisfy this requirement, the Contractors will not be required to
maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of compliance or
upon the application of requirements for the hiring of local or other area
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residents (e.g., those under the Public Works Employment Act of 1977 and
the Community Development Block Grant Program).
16. Additional assistance for Federal Construction Contractors on contracts
administered by Washington State Department of Transportation or by Local
Agencies may be found at:
Washington State Dept. of Transportation
Office of Equal Opportunity
PO Box 47314
310 Maple Park Ave. SE
Olympia WA
98504-7314
Ph: 360-705-7090
Fax: 360-705-6801
http://www.wsdot.wa.gov/equalopportunity/default.htm
Supplement this section with the following:
Disadvantaged Business Enterprise (DBE) Participation
(April 3, 2018 APWA GSP, Option 2, Option A)
Disadvantaged Business Enterprise Participation
The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26
and USDOT’s official interpretations (i.e., Questions & Answers) apply to this
Contract. As such, the requirements of this Contract are to make affirmative efforts
to solicit DBEs, provide information on who submitted a Bid or quote and to report
DBE participation monthly as described elsewhere in these Contract Provisions.
No preference will be included in the evaluation of Bids/Proposals, no minimum
level of DBE participation shall be required as a Condition of Award and
Bids/Proposals may not be rejected or considered non-responsive on that basis.
DBE Abbreviations and Definitions
Broker – A business firm that provides a bona fide service, such as
professional, technical, consultant or managerial services and assistance in
the procurement of essential personnel, facilities, equipment, materials, or
supplies required for the performance of the Contract, or,
persons/companies who arrange or expedite transactions.
Certified Business Description – Specific descriptions of work the DBE is
certified to perform, as identified in the Certified Firm Directory, under the
Vendor Information page.
Certified Firm Directory – A database of all Minority, Women, and
Disadvantaged Business Enterprises. The on-line Directory is available to
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Contractors for their use in identifying and soliciting interest from DBE firms.
The database is located under the Firm Certification section of the Diversity
Management and Compliance System web page at:
https://omwbe.diversitycompliance.com.
Commercially Useful Function (CUF)
49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE
performs a commercially useful function when it is responsible for execution
of the work of the contract and is carrying out its responsibilities by actually
performing, managing, and supervising the work involved. To perform a
commercially useful function, the DBE must also be responsible, with
respect to materials and supplies used on the contract, for negotiating price,
determining quality and quantity, ordering the material, and installing (where
applicable) and paying for the material itself. To determine whether a DBE
is performing a commercially useful function, you must evaluate the amount
of work subcontracted, industry practices, whether the amount the firm is to
be paid under the contract is commensurate with the work it is actually
performing and the DBE credit claimed for its performance of the work, and
other relevant factors.”
Contract – For this Special Provision only, this definition supplements
Section 1-01.3. 49 CFR 26.5 defines contract as: “… a legally binding
relationship obligating a seller to furnish supplies or services (including, but
not limited to, construction and professional services) and the buyer to pay
for them. For purposes of this part, a lease is considered to be a contract.”
Disadvantaged Business Enterprise (DBE) – A business firm certified by
the Washington State Office of Minority and Women’s Business
Enterprises, as meeting the criteria outlined in 49 CFR 26 regarding DBE
certification. A Underutilized Disadvantaged Business Enterprise (UDBE)
firm is a subset of DBE.
Force Account Work – Work measured and paid in accordance with
Section 1-09.6.
Manufacturer (DBE) – A DBE firm that operates or maintains a factory or
establishment that produces on the premises the materials, supplies,
articles, or equipment required under the Contract. A DBE Manufacturer
shall produce finished goods or products from raw or unfinished material or
purchase and substantially alters goods and materials to make them
suitable for construction use before reselling them.
Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a
store, warehouse, or other establishment in which the materials or supplies
required for the performance of a Contract are bought, kept in stock, and
regularly sold to the public in the usual course of business. To be a Regular
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Dealer, the DBE firm must be an established regular business that engages
in as its principal business and in its own name the purchase and sale of
the products in question. A Regular Dealer in such items as steel, cement,
gravel, stone, and petroleum products need not own, operate or maintain a
place of business if it both owns and operates distribution equipment for the
products. Any supplementing of regular dealers’ own distribution equipment
shall be by long-term formal lease agreements and not on an ad-hoc basis.
Brokers, packagers, manufacturers’ representatives, or other persons who
arrange or expedite transactions shall not be regarded as Regular Dealers
within the meaning of this definition.
DBE Goals
No DBE goals have been assigned as part of this Contract.
Affirmative Efforts to Solicit DBE Participation
The Contractor shall not discriminate on the grounds of race, color, sex,
national origin, age, or disability in the selection and retention of
subcontractors, including procurement of materials and leases of equipment.
DBE firms shall have an equal opportunity to compete for subcontracts in which
the Contractor enters into pursuant to this Contract.
Contractors are encouraged to:
1. Advertise opportunities for Subcontractors or suppliers in a timely and
reasonably designed manner to provide notice of the opportunity to
DBEs capable of performing the Work. All advertisements should
include a Contract Provision encouraging participation by DBE firms.
This may be accomplished through general advertisements (e.g.
newspapers, journals, etc.) or by soliciting Bids/Proposals directly from
DBEs.
2. Establish delivery schedules that encourage participation by DBEs and
other small businesses.
3. Participate with a DBE as a joint venture.
DBE Eligibility/Selection of DBEs for Reporting Purposes Only
Contractor may take credit for DBEs utilized on this Contract only if the firm is
certified for the Work being performed, and the firm performs a commercially
useful function (CUF).
Absent a mandatory goal, all DBE participation that is attained on this project
will be considered as “race neutral” participation and shall be reported as such.
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Crediting DBE Participation
All DBE Subcontractors shall be certified before the subcontract on which they
are participating is executed.
Be advised that although a firm is listed in the directory, there are cases where
the listed firm is in a temporary suspension status. The Contractor shall review
the OMWBE Suspended DBE Firms list. A DBE firm that is included on this list
may not enter into new contracts that count towards participation.
DBE participation is only credited upon payment to the DBE.
The following are some definitions of what may be counted as DBE
participation.
DBE Prime Contractor
Only take credit for that portion of the total dollar value of the Contract equal
to the distinct, clearly defined portion of the Work that the DBE Prime
Contractor performs with its own forces and is certified to perform.
DBE Subcontractor
Only take credit for that portion of the total dollar value of the subcontract
equal to the distinct, clearly defined portion of the Work that the DBE
performs with its own forces. The value of work performed by the DBE
includes the cost of supplies and materials purchased by the DBE and
equipment leased by the DBE, for its work on the contract. Supplies,
materials or equipment obtained by a DBE that are not utilized or
incorporated in the contract work by the DBE will not be eligible for DBE
credit.
The supplies, materials, and equipment purchased or leased from the
Contractor or its affiliate, including any Contractor’s resources available to
DBE subcontractors at no cost, shall not be credited.
DBE credit will not be given in instances where the equipment lease
includes the operator. The DBE is expected to operate the equipment used
in the performance of its work under the contract with its own forces.
Situations where equipment is leased and used by the DBE, but payment is
deducted
from the Contractor’s payment to the DBE is not allowed.
If a DBE subcontracts a portion of the Work of its contract to another firm,
the value of the subcontracted Work may be credited only if the DBE’s
Lower-Tier Subcontractor is also a DBE. Work subcontracted to a non-DBE
shall not be credited.
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Count expenditures toward race/gender-neutral participation only if the DBE
is performing a CUF on the contract.
DBE Subcontract and Lower Tier Subcontract Documents
There must be a subcontract agreement that complies with 49 CFR Part 26
and fully describes the distinct elements of Work committed to be performed
by the DBE. The subcontract agreement shall incorporate requirements of
the primary Contract. Subcontract agreements of all tiers, including lease
agreements shall be readily available at the project site for the Engineer
review.
DBE Service Provider
The value of fees or commissions charged by a DBE Broker, a DBE
behaving in a manner of a Broker, or another service provider for providing
a bona fide service, such as professional, technical, consultant, managerial
services, or for providing bonds or insurance specifically required for the
performance of the contract will only be credited as DBE participation, if the
fee/commission is determined by the Contracting Agency to be reasonable
and the firm has performed a CUF.
Temporary Traffic Control
If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE
firm must provide a Traffic Control Supervisor (TCS) and flagger, which are
under the direct control of the DBE. The DBE firm shall also provide all
flagging equipment (e.g. paddles, hard hats, and vests).
If the DBE firm is being utilized in the capacity of “Traffic Control Services”,
the DBE firm must provide a TCS, flaggers, and traffic control items (e.g.,
cones, barrels, signs, etc.) and be in total control of all items in implementing
the traffic control for the project. In addition, if the DBE firm utilizes the
Contractor’s equipment, such as Transportable Attenuators and Portable
Changeable Message Signs (PCMS) no DBE credit can be taken for
supplying and operating the items.
Trucking
DBE trucking firm participation may only be credited as DBE participation
for the value of the hauling services, not for the materials being hauled
unless the trucking firm is also certified as a supplier. In situations where
the DBE’s work is priced per ton, the value of the hauling service must be
calculated separately from the value of the materials in order to determine
DBE credit for hauling.
The DBE trucking firm must own and operate at least one licensed, insured
and operational truck on the contract. The truck must be of the type that is
necessary to perform the hauling duties required under the contract. The
DBE receives credit for the value of the transportation services it provides
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on the Contract using trucks it owns or leases, licenses, insures, and
operates with drivers it employs.
The DBE may lease additional trucks from another DBE firm. The Work that
a DBE trucking firm performs with trucks it leases from other certified DBE
trucking firms qualify for 100% DBE credit.
The trucking Work subcontracted to any non-DBE trucking firm will not
receive credit for Work done on the project. The DBE may lease trucks from
a non- DBE truck leasing company, but can only receive credit as DBE
participation if the DBE uses its own employees as drivers.
DBE credit for a truck broker is limited to the fee/commission that the DBE
receives for arranging transportation services.
Truck registration and lease agreements shall be readily available at the
project site for the Engineer review.
DBE Manufacturer and DBE Regular Dealer
One hundred percent (100%) of the cost of the manufactured product
obtained from a DBE Manufacturer can count as DBE participation.
Sixty percent (60%) of the cost of materials or supplies purchased from a
DBE Regular Dealer may be credited as DBE participation. If the role of the
DBE Regular Dealer is determined to be that of a pass -through, then no
DBE credit will be given for its services. If the role of the DBE Regular Dealer
is determined to be that of a Broker, then DBE credit shall be limited to the
fee or commission it receives for its services. Regular Dealer status and the
amount of credit is determined on a Contract-by-Contract basis.
Regular Dealer DBE firms must be approved before being used on a project.
The WSDOT Approved Regular Dealer list published on WSDOT’s Office of
Equal Opportunity (OEO) web site must include the specific project for
which approval is being requested. The Regular Dealer must submit the
Regular Dealer Status Request form a minimum of five days prior to being
utilized on the specific project.
Purchase of materials or supplies from a DBE which is neither a
manufacturer nor a regular dealer, (i.e. Broker) only the fees or
commissions charged for assistance in the procurement of the materials
and supplies, or fees or transportation charges for the delivery of materials
or supplies required on a job site, can count as DBE participation provided
the fees are not excessive as compared with fees customarily allowed for
similar services. Documentation will be required to support the
fee/commission charged by the DBE. The cost of the materials and supplies
themselves cannot be counted toward as DBE participation.
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Note: Requests to be listed as a Regular Dealer will only be processed if
the requesting firm is a material supplier certified by the Office of
Minority and Women’s Business Enterprises in a NAICS code that
falls within the 42XXXX NAICS Wholesale code section.
Procedures Between Award and Execution
After Award and prior to Execution, the Contractor shall provide the additional
information described below. Failure to comply shall result in the forfeiture of
the Bidder’s Proposal bond or deposit.
1. A list of all firms who submitted a bid or quote in attempt to participate in
this project whether they were successful or not. Include the business
name and mailing address.
Note: The firms identified by the Contractor may be contacted by the
Contracting Agency to solicit general information as follows: age
of the firm and average of its gross annual receipts over the past
three-years.
Procedures After Execution
Commercially Useful Function (CUF)
The Contractor may only take credit for the payments made for Work
performed by a DBE that is determined to be performing a CUF. Payment
must be commensurate with the work actually performed by the DBE. This
applies to all DBEs performing Work on a project, whether or not the DBEs
are COA, if the Contractor wants to receive credit for their participation. The
Engineer will conduct CUF reviews to ascertain whether DBEs are
performing a CUF. A DBE performs a CUF when it is carrying out its
responsibilities of its contract by actually performing, managing, and
supervising the Work involved. The DBE must be responsible for negotiating
price; determining quality and quantity; ordering the material, installing
(where applicable); and paying for the material itself. If a DBE does not
perform “all” of these functions on a furnish-and-install contract, it has not
performed a CUF and the cost of materials cannot be counted toward UDBE
COA Goal. Leasing of equipment from a leasing company is allowed.
However, leasing/purchasing equipment from the Contractor is not allowed.
Lease agreements shall be readily available for review by the Engineer.
In order for a DBE traffic control company to be considered to be performing
a CUF, the DBE must be in control of its work inclusive of supervision. The
DBE shall employ a Traffic Control Supervisor who is directly involved in the
management and supervision of the traffic control employees and services.
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The DBE does not perform a CUF if its role is limited to that of an extra
participant in a transaction, contract, or project through which the funds are
passed in order to obtain the appearance of DBE participation.
The following are some of the factors that the Engineer will use in
determining whether a DBE trucking company is performing a CUF:
• The DBE shall be responsible for the management and supervision
of the entire trucking operation for which it is responsible on the
Contract. The owner demonstrates business related knowledge,
shows up on site and is determined to be actively running the
business.
• The DBE shall with its own workforce, operate at least one fully
licensed, insured, and operational truck used on the Contract. The
drivers of the trucks owned and leased by the DBE must be
exclusively employed by the DBE and reflected on the DBE’s payroll.
• Lease agreements for trucks shall indicate that the DBE has
exclusive use of and control over the truck(s). This does not preclude
the leased truck from working for others provided it is with the
consent of the DBE and the lease provides the DBE absolute priority
for use of the leased truck.
• Leased trucks shall display the name and identification number of
the DBE.
Joint Checking
A joint check is a check between a Subcontractor and the Contractor to the
supplier of materials/supplies. The check is issued by the Contractor as
payer to the Subcontractor and the material supplier jointly for items to be
incorporated into the project. The DBE must release the check to the
supplier, while the Contractor acts solely as the guarantor.
A joint check agreement must be approved by the Engineer and requested
by the DBE involved using the DBE Joint Check Request Form (form # 272-
053) prior to its use. The form must accompany the DBE Joint Check
Agreement between the parties involved, including the conditions of the
arrangement and expected use of the joint checks.
The approval to use joint checks and the use will be closely monitored by
the Engineer. To receive DBE credit for performing a CUF with respect to
obtaining materials and supplies, a DBE must “be responsible for
negotiating price, determining quality and quantity, ordering the material
and installing and paying for the material itself.” The Contractor shall submit
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DBE Joint Check Request Form for the Engineer approval prior to using a
joint check.
Material costs paid by the Contractor directly to the material supplier is not
allowed. If proper procedures are not followed or the Engineer determines
that the arrangement results in lack of independence for the DBE involved,
no DBE credit will be given for the DBE’s participation as it relates to the
material cost.
Prompt Payment
Prompt payment to all subcontractors shall be in accordance with Section
1-08.1. Prompt Payment requirements apply to progress payments as well
as return of retainage.
Reporting
The Contractor and all subcontractors/suppliers/service providers that
utilize DBEs to perform work on the project, shall maintain appropriate
records that will enable the Engineer to verify DBE participation throughout
the life of the project.
Refer to Section 1-08.1 for additional reporting requirements associated
with this Contract.
Decertification
When a DBE is “decertified” from the DBE program during the course of the
Contract, the participation of that DBE shall continue to count as DBE
participation as long as the subcontract with the DBE was executed prior to
the decertification notice. The Contractor is obligated to substitute when a
DBE does not have an executed subcontract agreement at the time of
decertification.
Consequences of Non-Compliance
Each contract with a Contractor (and each subcontract the Contractor signs
with a Subcontractor) must include the following assurance clause:
The Contractor, subrecipient, or Subcontractor shall not discriminate on the
basis of race, color, national origin, or sex in the performance of this
contract. The Contractor shall carry out applicable requirements of 49 CFR
Part 26 in the award and administration of DOT-assisted contracts. Failure
by the Contractor to carry out these requirements is a material breach of
this contract, which may result in the termination of this contract or such
other remedy as the recipient deems appropriate, which may include, but is
not limited to:
(1) Withholding monthly progress payments;
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(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the Contractor from future bidding as non-
responsible.
Payment
Compensation for all costs involved with complying with the conditions of
this Specification and any other associated DBE requirements is included
in payment for the associated Contract items of Work, except otherwise
provided in the Specifications.
1-07.12 Federal Agency Inspection
Supplement this section with the following:
Required Federal Aid Provisions
(January 25, 2016 WSDOT GSP)
The Required Contract Provisions Federal Aid Construction Contracts (FHWA
1273) Revised May 1, 2012 and the amendments thereto supersede any
conflicting provisions of the Standard Specifications and are made a part of this
Contract; provided, however, that if any of the provisions of FHWA 1273, as
amended, are less restrictive than Washington State Law, then the Washington
State Law shall prevail.
The provisions of FHWA 1273, as amended, included in this Contract require that
the Contractor insert the FHWA 1273 and amendments in each Subcontract,
together with the wage rates which are part of the FHWA 1273, as amended. Also,
a clause shall be included in each Subcontract requiring the Subcontractors to
insert the FHWA 1273 and amendments thereto in any lower tier Subcontracts,
together with the wage rates. The Contractor shall also ensure that this section,
REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for
Subcontractors and lower tier Subcontractors. For this purpose, upon request to
the Project Engineer, the Contractor will be provided with extra copies of the FHWA
1273, the amendments thereto, the applicable wage rates, and this Special
Provision.
1-07.13(4) Repair of Damage
(August 6, 2001 WSDOT GSP)
Section 1-07.13(4) is revised to read:
The Contractor shall promptly repair all damage to either temporary or
permanent work as directed by the Engineer. For damage qualif ying for relief
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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.
1-07.17 Utilities and Similar Facilities (Option 1)
(April 2, 2007 WSDOT GSP)
Supplement this section with the following:
Locations and dimensions shown in the Plans for existing facilities are in
accordance with available information obtained without uncovering, measuring,
or other verification.
The following addresses and telephone numbers of utility companies known or
suspected of having facilities within the project limits are supplied for the
Contractors’ convenience:
Utility Company Address Phone Number
City of Pasco Public
Works
525 North 3rd Avenue, Pasco, WA
99301 (509) 545-3463
CenturyLink 723 North 3rd Avenue, Pasco, WA
99301 (509) 305-7503
Charter
Communications
639 North Kellog Street, Kennewick,
WA 99336 (509) 572-0537
Cascade Natural
Gas
8113 W. Grandridge Blvd.,
Kennewick, WA 99336 (509) 736-5563
Franklin County
PUD
1411 W. Clark Street, Pasco, WA
99301 (509) 547-0556
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
(January 4, 2016 APWA 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 with
a current A. M. Best rating of not less than A-: VII and licensed to do business
in the State of Washington. The Contracting Agency reserves the right to
approve or reject the insurance provided, based on the insurer’s financial
condition.
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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 Physical 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 Contractor’s Automobile Liability, Commercial General Liability and Excess
or Umbrella Liability insurance policies shall be primary and non-contributory
insurance as respects the Contracting Agency’s insurance, self -insurance, or
self-insured pool coverage. 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.
E. The Contractor shall provide the Contracting Agency and all additional insureds
with written notice of any policy cancellation, within two business days of their
receipt of such notice.
F. The Contractor shall not begin work under the Contract until the required
insurance has been obtained and approved by the Contracting Agency
G. 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 c orrect 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.
H. 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.
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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, except the Contractor shall have sole responsibility
for determining the limits of coverage required to be obtained by Subcontractors.
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)
Verification of Coverage.
1-07.18(4) Verification of Coverage
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
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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.
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.
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 liability, independent contractors,
products-completed operations, personal and advertising injury, and liability
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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
$2,000,000 Products & Completed Operations Aggregate
$1,000,000 Personal & Advertising Injury each offence
$1,000,000 Stop Gap / Employers’ Liability each accident
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.
1-07.23 Public Convenience and Safety
1-07.23(1) Construction Under Traffic (Option 2)
(February 3, 2020 WSDOT GSP)
Section 1-07.23(1) is supplemented with the following:
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
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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
Minimum Work Zone Clear Zone Distance
1-07.24 Rights of Way
(July 23, 2015 APWA GSP)
Delete this section in its entirety, and replace it with the following:
Street right-of-way lines, limits of easements, and limits of construction permits
are indicated in the Plans. The Contractor’s construction activities shall be
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confined within these limits, unless arrangements for use of private property
are made.
Generally, the Contracting Agency will have obtained, prior to bid opening, all
rights-of-way and 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 the Plans. The Contractor shall not
proceed with any portion of the work in areas where right -of-way, easements
or rights of entry have not been acquired until the Engineer certifies to the
Contractor that the right-of-way or easement is available or that the right of
entry has been received. If the Contractor is delayed due to acts of omission
on the part of the Contracting Agency in obtaining easements, rights of entry or
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.
Each property owner shall be given a 48-hour notice prior to entry by the
Contractor. This includes entry onto easements and private property where
private improvements must be adjusted.
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 privat e 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.
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1-08 PROSECUTION AND PROGRESS
Add the following new section:
1-08.0 Preliminary Matters
(May 25, 2006 APWA GSP)
Add the following new section:
1-08.0(1) Preconstruction Conference
(October 10, 2008 APWA GSP)
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. A breakdown of all lump sum items;
2. A preliminary schedule of working drawing submittals; and
3. A list of material sources for approval if applicable.
Add the following new section:
1-08.0(2) Hours of Work
(December 8, 2014 APWA GSP)
Except in the case of emergency or unless otherwise approved by the Engineer,
the normal working hours for the Contract shall be any consecutive 8 -hour period
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between 7:00 a.m. and 6:00 p.m. Monday through Friday, exclusive of a lunch
break. If the Contractor desires different than the normal working hours stated
above, the request must be submitted in writing prior to the preconstruction
conference, subject to the provisions below. The working hou rs for the Contract
shall be established at or prior to the preconstruction conference.
All working hours and days are also subject to local permit and ordinance
conditions (such as noise ordinances).
If the Contractor wishes to deviate from the established working hours, the
Contractor shall submit a written request to the Engineer for consideration. This
request shall state what hours are being requested, and why. Requests shall be
submitted for review no later than five (5) working days prior to the day(s) the
Contractor is requesting to change the hours.
If the Contracting Agency approves such a deviation, such approval may be
subject to certain other conditions, which will be detailed in writing. For example:
1. On non-Federal aid projects, requiring the Contractor to reimburse the
Contracting Agency for the costs in excess of straight -time costs for
Contracting Agency representatives who worked during such times. (The
Engineer may require designated representatives to be present during the
work. Representatives who may be deemed necessary by the Engineer
include, but are not limited to: survey crews; personnel from the Contracting
Agency’s material testing lab; inspectors; and other contracting Agency
employees or third-party consultants, when, in the opinion of the Engineer,
such work necessitates their presence.)
2. Considering the work performed on Saturdays, Sundays, and holidays as
working days with regard to the contract time.
3. Considering multiple work shifts as multiple working days with respect to
contract time even though the multiple shifts occur in a single 24 -hour
period.
4. If a 4-10 work schedule is requested and approved the non-working day for
the week will be charged as a working day.
5. If Davis Bacon wage rates apply to this Contract, all requirements must be
met and recorded properly on certified payroll.
1-08.1 Subcontracting
(December 19, 2019 APWA GSP, Option A)
Supplement this section with the following:
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Prior to any subcontractor or lower tier subcontractor beginning work, the
Contractor shall submit to the Engineer a certification (WSDOT Form 420-004)
that a written agreement between the Contractor and the subcontractor or
between the subcontractor and any lower tier subcontractor has been
executed. This certification shall also guarantee that these subcontract
agreements include all the documents required by the Special Provision
Federal Agency Inspection.
A Subcontractor or lower tier Subcontractor will not be permitted to perform any
work under the contract until the following documents have been completed
and submitted to the Engineer:
1. Request to Sublet Work (WSDOT Form 421-012)
https://www.wsdot.wa.gov/publications/fulltext/forms/421 -012.PDF
2. Contractor and Subcontractor or Lower Tier Subcontractor Certification
for Federal-aid Projects (WSDOT Form 420-004).
https://www.wsdot.wa.gov/publications/fulltext/forms/420 -004.PDF
The Contractor shall submit to the Engineer a completed Monthly Retainage
Report (WSDOT Form 272-065) within 15 calendar days after receipt of every
monthly progress payment until every Subcontractor and lower tier
Subcontractor’s retainage has been released.
Contractor’s records pertaining to the requirements of this Special Provision
shall be open to inspection or audit by representatives of the Contracting
Agency during the life of the contract and for a period of not less than three
years after the date of acceptance of the contract. The Contractor shall r etain
these records for that period. The Contractor shall also guarantee that these
records of all Subcontractors and lower tier Subcontractors shall be available
and open to similar inspection or audit for the same time period.
The ninth paragraph, beginning with “On all projects, …” is revised to read:
The Contractor shall certify to the actual amount received from the Contracting
Agency and amounts paid to all firms that were used as Subcontractors, lower
tier subcontractors, manufacturers, regular dealers, or service providers on the
Contract. This includes all Disadvantaged, Minority, Small, Veteran or
Women’s Business Enterprise firms. This Certification shall be submitted to the
Engineer on a monthly basis each month betwee n Execution of the Contract
and Physical Completion of the Contract using the application available at:
https://wsdot.diversitycompliance.com. A monthly report shall be submitted for
every month between Execution of the Contract and Physical Completion
regardless of whether payments were made or work occurred.
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1-08.3(2)A Type A Progress Schedule
(March 13, 2012 APWA GSP)
Revise this section to read:
The Contractor shall submit six (6) 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 other standard schedule format. Regardless of which
format used, the schedule shall identify the critical path. The Engineer will
evaluate the Type A 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 and Prosecution of Work
(July 23, 2015 APWA 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 days of the
Notice to Proceed Date, unless otherwise approved in writing. The Contractor
shall diligently pursue the work to the physical 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 high
visibility fencing 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, the Contractor
shall request the Engineer to inspect the fence. No other work shall be
performed on the site until the Contracting Agency has accepted the installa tion
of high visibility fencing, as described in the Contract.
1-08.5 Time for Completion
(November 30, 2018 APWA GSP, Option A)
Revise the third and fourth paragraphs to read:
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Contract time shall begin on the first working day following the Notice to
Proceed Date.
Each working day shall be charged to the contract as it occurs, until the contract
work is physically complete. If substantial completion has been granted and all
the authorized working days have been used, charging of working days will
cease. Each week the Engineer will provide the Contractor a statement that
shows the number of working days: (1) charged to the contract the week before;
(2) specified for the physical completion of the contract; and (3) remaining for
the physical completion of the contract. The statement will also show the
nonworking days and any partial or whole day the Engineer declares as
unworkable. Within 10 calendar days after the date of each statement, the
Contractor shall file a written protest of any alleged discrepancies in it . To be
considered by the Engineer, the protest shall be in sufficient detail to enable
the Engineer to ascertain the basis and amount of time disputed. By not filing
such detailed protest in that period, the Contractor shall be deemed as having
accepted the statement as correct. If the Contractor is approved to work 10
hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the week
in which a 4-10 shift is worked would ordinarily be charged as a working day
then the fifth day of that week will be charged as a working day whether or not
the Contractor works on that day.
Revise the sixth paragraph to read:
The Engineer will give the Contractor written notice of the completion date of
the contract after all the Contractor’s obligations under the contract have been
performed by the Contractor. The following events must occur before the
Completion Date can be established:
1. The physical work on the project must be complete; and
2. The Contractor must furnish all documentation required by the contract and
required by law, to allow the Contracting Agency to process final
acceptance of the contract. The following documents must be received by
the Project Engineer prior to establishing a completion date:
a. Certified Payrolls (per Section 1-07.9(5)).
b. Material Acceptance Certification Documents
c. Quarterly Reports of Amounts Credited as DBE Participation, as
required by the Contract Provisions.
d. Final Contract Voucher Certification
e. Copies of the approved “Affidavit of Prevailing Wages Paid” for the
Contractor and all Subcontractors
f. A copy of the Notice of Termination sent to the Was hington State
Department of Ecology (Ecology); the elapse of 30 calendar days from
the date of receipt of the Notice to Termination by Ecology; and no
rejection of the Notice of Termination by Ecology. This requirement will
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not apply if the Construction Stormwater General Permit is transferred
back to the Contracting Agency in accordance with Section 8 -01.3(16).
g. Property owner releases per Section 1-07.24
(March 13, 1995 WSDOT GSP)
Supplement this section with the following:
This project shall be physically completed within thirty (30) working days.
1-08.9 Liquidated Damages
(August 14, 2013 APWA GSP)
Revise the fourth paragraph to read:
When the Contract Work has progressed to Substantial Completion as defined
in the Contract, the Engineer may determine that the 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, the formula for liquidated damages shown 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 Physical 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.
1-09 MEASUREMENT AND PAYMENT
1-09.2 Weighing Equipment
1-09.2(1) General Requirements for Weighing Equipment
(July 23, 2015 APWA GSP, Option 2)
Revise item 4 of the fifth paragraph to read:
4. Test results and scale weight records for each day’s hauling operations are
provided to the Engineer daily. Reporting shall utilize WSDOT form 422 -
027, Scaleman’s Daily Report, unless the printed ticket contains the same
information that is on the Scaleman’s Daily Report Form. The scale
operator must provide AM and/or PM tare weights for each truck on the
printed ticket.
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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 bath, hopper, or platform
scale used in weighing contract items of Work.
1-09.6 Force Account
(October 10, 2008 APWA 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.
1-09.9 Payments
(March 13, 2012 APWA 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 and material on hand 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 a fter the
Contractor commences the work, and successive progress estimates will be
made every month thereafter until the Completion Date. Progress estimates
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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. Materials on Hand — 100 percent of invoiced cost of material delivered to
Job site or other storage area approved by the Engineer.
4. 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.
(April 30, 2020, WSDOT GSP)
Electronic Transmittal and Signature of the FCVC
The Contractor shall sign electronically using a software as approved by the
Contracting Agency and return the Final Contract Voucher Certification (FCVC)
as indicated in this section. Within 21 days of execution, the Contractor shall
submit a Type 1 Working Drawing designating who will sign the FCVC,
including their full name, email address, and text-message capable phone
number. The designee shall be an authorized signer in accordance with Section
1-02.1.
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1-09.9(1) Retainage
(June 27, 2011 WSDOT GSP)
Section 1-09.9(1) content and title is deleted and replaced with the following:
Vacant
1-09.11(3) Time Limitation and Jurisdiction
(November 30, 2018 APWA GSP)
Revise this section to read:
For the convenience of the parties to the Contract it is mutually agreed by the
parties that any claims or causes of action which the Contractor has against
the Contracting Agency arising from the Contract shall be brought within 180
calendar days from the date of final acceptance (Section 1 -05.12) of the
Contract by the Contracting Agency; and it is further agreed that any such
claims or causes of action shall be brought only in the Superior Court of the
county where the Contracting Agency headquarters is located, provided that
where an action is asserted against a county, RCW 36.01.050 shall control
venue and jurisdiction. The parties understand and agree that the Contractor’s
failure to bring suit within the time period provided, shall be a complete bar to
any such claims or causes of action. It is further mutually agreed by the parties
that when any claims or causes of action which the Contractor asserts against
the Contracting Agency arising from the Contract are filed with the Contracting
Agency or initiated in court, the Contractor shall permit the Contracting Agency
to have timely access to any records deemed necessary by the Contracting
Agency to assist in evaluating the claims or action.
1-09.13 Claims Resolution
1-09.13(3) Claims $250,000 or Less
(October 1, 2005 APWA GSP)
Delete this section and replace it with the following:
The Contractor and the Contracting Agency mutually agree that those claims
that total $250,000 or less, submitted in accordance with Section 1 -09.11 and
not resolved by nonbinding ADR processes, shall be resolved through litigation
unless the parties mutually agree in writing to resolve the claim through binding
arbitration.
1-09.13(3)A Administration of Arbitration
(November 30, 2018 APWA GSP)
Revise the third paragraph to read:
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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.
1-10 TEMPORARY TRAFFIC CONTROL
1-10.2 Traffic Control Management
1-10.2(1) General
(January 3, 2017 WSDOT GSP)
Supplement this section with the following:
Only training with WSDOT TCS card and WSDOT training curriculum is
recognized in the State of Washington. The Traffic Control Supervisor shall be
certified by one of the following:
The Northwest Laborers-Employers Training Trust
27055 Ohio Avenue
Kingston, WA 98346
(360) 297-3035
Evergreen Safety Council
12545 135th Ave. NE
Kirkland, WA 98034-8709
1-800-521-0778
The American Traffic Safety Services Association
15 Riverside Parkway, Suite 100
Fredericksburg, Virginia 22406-1022
Training Dept. Toll Free (877) 642-4637
Phone: (540) 368-1701
1-10.4 Measurement
1-10.4(1) Lump Sum Bid for Project (No Unit Items)
(August 2, 2004 WSDOT GSP)
Supplement this section with the following:
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The proposal contains the item “Project Temporary Traffic Control”, lump sum.
The provisions of Section 1-10.4(1) shall apply.
2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
2-01.1 Description
Supplement this section with the following:
In no case shall the Contractor be required to clear and grub beyond the right-
of-way line, except as specifically directed by the Engineer or noted on the
Plans to remove trees, stumps, shrubs, or other items which, by proximity or
due to root growth, would constitute a hazard to the public or endanger the
facility. All work beyond the right-of-way line shall be coordinated with affected
property owner(s) per Section 1-07.24 Rights of Way.
The Contractor shall support in place or temporarily remove, as necessary, and
later replace to its original condition or relocate nearby as directed, all mail
boxes, small trees, shrubs, bollards, street/business/advertising signs and
posts, culverts, irrigation facilities, concrete or rock walls, guardrail, or other
similar obstructions which lie in or near the line of work and are not intended
for removal. Should any damage be incurred, the cost of replacement or repair
shall be borne by the Contractor.
Clearing and Grubbing shall include removal of a minimum of six (6) inches of
material in all unsurfaced areas within the limits of new improvements. Upon
completion of the project, the contractor shall spray all unsurfaced and
disturbed areas between Clemente Lane and Convention Drive with a tackifier
agent to eliminate dust. Clearing and grubbing includes excavation, haul,
disposal of unwanted materials, and placement of a tackifier agent unless
otherwise directed by Engineer. All costs to perform the work described shall
be incorporated into the lump sum price of this bid item and no separate
measurement and payments shall be made.
2-01.3 Construction Requirements
2-01.3(4) Roadside Cleanup
Supplement this section with the following:
Roadside cleanup shall include all project areas outside of the road right -of-
way, including utility easements and private property, as shown on the Plans.
Partial cleanup shall be done by the Contractor when he feels it is necessary
or when, in the opinion of the Contracting Agency, partial cleanup should be
done prior to either final cleanup or final inspection. The cleanup work shall be
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done immediately upon written notification of the Engineer and other work shall
not proceed until this partial cleanup is accom plished. Should the Contractor
not conduct the cleanup as directed and in a timely manner, the Owner shall
take action to have such cleanup work completed by others and will deduct
such costs from any payment due the Contractor.
2-01.4 Measurement
Supplement this section with the following:
No unit of measurement shall apply to Roadside Cleanup.
2-01.5 Payment
Supplement this section with the following:
Unless a specific bid item has been included in the proposal, all costs incurred
to complete the requirements of this section, including partial roadside cleanup,
shall be considered as incidental work to the various bid items and no separate
payment will be made.
2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
2-02.3 Construction Requirements
2-02.3(2) Removal of Bridges, Box Culverts, and Other Drainage Structures
Supplement this section with the following:
Existing structures or installations of concrete, brick, blocks, etc., interfering
with construction shall be removed by the Contractor, and shall be considered
as incidental work to the various bid items and no separate payment will be
made.
Any pipe openings to be abandoned shall be properly plugged watertight with
Class 3000 concrete. Removal and plugging of pipes shall be considered as
incidental work to the various bid items and no separate payment will be made.
Where structures are removed, the voids shall be backfilled with suitable, job -
excavated material and compacted. All such work shall be considered as
incidental work to the various bid items and no separate payment will be made.
If the Engineer determines the job-excavated material to be unsuitable for
backfill, the Contractor shall place ballast or crushed surfacing material as
directed by the Engineer.
SP 70 of 123
2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters
Supplement this section with the following:
Where shown on the Plans or as directed by the Engineer, the Contractor shall
be required to remove existing pavement, sidewalks, curbs, etc., which are
outside the right-of-way line and are required to be removed for construction of
the improvements.
In those areas where asphalt pavement removal is required, the Con tractor
shall, prior to excavation, score the edge of the asphalt concrete pavement with
an approved pavement cutter such as a concrete saw. During the course of
the work, the Contractor shall take precautions to preserve the integrity of this
neat, clean pavement edge. Should the pavement edge be damaged prior to
asphalt concrete paving activities, the Contractor shall be required to trim the
edge with an approved pavement cutter as directed by the Engineer
immediately prior to paving.
Sawcutting slurry created from asphalt pavement and concrete removal shall
be disposed of by vacuum, and remain clear of storm drainage systems and
final HMA wearing course at all times.
No separate payment shall be made for sawcutting pavement.
2-02.5 Payment
Supplement this section with the following:
Unless a specific bid item has been included in the proposal, all costs incurred
to complete the requirements of this section, including sawcutting, shall be
considered as incidental work to the various bid items and no separate payment
will be made.
2-03 ROADWAY EXCAVATION AND EMBANKMENT
2-03.1 Description
Supplement this section with the following:
Unclassified excavation shall consist of removing the existing material of
whatever nature encountered to the subgrade elevation and shaping the
subgrade to conform to the cross-section shown on the Plans or as staked in
the field. Concrete curb, gutter, and sidewalk removal shall be included as
“Unclassified Excavation Incl. Haul.” The material to be excavated shall be
classified as “Unclassified Excavation Incl. Haul.”
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The Contractor shall use caution while performing roadway excavation. Heavy,
rubber-tired equipment, particularly front-end loaders, shall limit their travel
over a single area as much as possible. Trucks shall observe a 10-mph speed
limit when traveling over exposed subgrade areas.
The Contracting Agency will, at its own cost, reference all known existing monu-
ments or markers relating to subdivisions, plats, roads, street centerline inter-
sections, etc. The Contractor shall take special care to protect these monu -
ments or markers and also the reference points. In the event the Contractor is
negligent in preserving such monuments and markers, the points will be reset
by a licensed surveyor at the Contractor's expense.
2-03.3 Construction Requirements
2-03.3(3) Excavation Below Subgrade
Supplement this section with the following:
At the direction of the Engineer, areas within the street subgrade which exhibit
instability due to high moisture content shall be:
1. Aerated and allowed to dry;
2. Over-excavated as directed by the Engineer and backfilled with
ballast, or crushed surfacing base course. The contractor may be
instructed to install construction geotextile for soil stab ilization in the
excavation; or
3. A combination of any of the above.
Compensation for work done by the Contractor as described above shall be by
increasing the quantities of the various appropriate bid items such as
“Unclassified Excavation Incl. Haul” and “Crushed Surfacing Base Course” and
applying the unit bid price. No sep arate compensation will be made for any
equipment, tools, materials, or labor required to perform this work.
2-03.3(7) Disposal of Surplus Materials
2-03.3(7)A General
Supplement this section with the following:
The Contractor shall comply with the requests of the Contracting Agency for
placement and compaction of excess excavated suitable material at various
locations within the project limits, as directed by the Eng ineer.
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Excavated material shall be bladed or hauled to fill low sections within the
project area, except for sod or extraneous material, which shall be hauled to
waste at the Contractor’s expense.
Suitable materials from the excavations shall be used in the embankments.
Unsuitable material or soft spots shall be removed from the roadway and
replaced with suitable material and compacted as for embankments. Topsoil
shall be saved to use for backfill adjacent to the sidewalk and new improve-
ments, and shall be stockpiled separate from other material.
A waste site has not been provided by the Contracting Agency for disposal of
unsuitable material, asphalt, concrete, debris, waste material, or any other
objectionable material which is directed to waste by the Engineer.
The Contractor shall comply with the State of Washington's regulations
regarding disposal of waste material as outlined in WAC 173 -304, Subchapter
461.
2-03.3(14)D Compaction and Moisture Control Tests
Delete this section and replace it with the following:
Compaction shall be 95% of maximum density as determined by ASTM D 698
(Standard Proctor). The Contractor shall notify the Engineer when ready for in -
place subgrade density tests. All costs associated with failed tests/testing shall
be the responsibility of the Contractor. Placement of courses of aggregate shall
not proceed until density requirements are met.
2-03.4 Measurement
Section 2-03.4 is supplemented with the following:
(March 13, 1995 WSDOT GSP)
Only one determination of the original ground elevation will be made on this
project. Measurement for roadway excavation and embankment will be based
on the original ground elevations recorded previous to the award of this
contract.
If discrepancies are discovered in the ground elevations which will materially
affect the quantities of earthwork, the original computations of earthwork
quantities will be adjusted accordingly.
Earthwork quantities will be computed, either manually or by means of
electronic data processing equipment, by use of the average end area method
or by the finite element analysis method utilizing digital terrain modeling
techniques.
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Copies of the ground cross-section notes will be available for the bidder's
inspection, before the opening of bids, at the Engineer's office and at the
Region office.
Upon award of the contract, copies of the original ground cross -sections will be
furnished to the successful bidder on request to the Engineer.
“Unclassified Excavation Incl. Haul” will be measured by the cubic yard.
Only one determination of the original ground elevation will be made on this
project. Measurement for roadway excavation and embankment will be based
on the original ground elevations recorded previous to the award of this
Contract, and the alignment, profile, grade, and roadway section as shown on
the Plans.
If discrepancies are discovered in the ground elevations which will materially
affect the quantities of earthwork, the original computations of earthwork
quantities will be adjusted accordingly.
Earthwork quantities will be computed, either manually or by means of
electronic data processing equipment, by use of the average end area method.
Copies of the ground cross-sections and notes will be available for the bidder's
inspection upon request, at the office of the Project Engineer.
2-03.5 Payment
Supplement this section with the following:
The unit contract price per cubic yard for “Unclassified Excavation Incl. Haul”
shall be full compensation for all labor, equipment, tools, and materials
necessary to complete this item as specified.
2-04 HAUL
2-04.5 Payment
Delete this section and replace it with the following:
All haul of materials on this project shall be considered as incidental work to
the various bid items and no separate payment will be made.
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2-07 WATERING
2-07.1 Description
Supplement this section with the following:
The Contractor shall be solely responsible for dust control on this project and
shall protect motoring public, adjacent homes and businesses, orchards, crops,
and school yards from damage due to dust, by whatever means necessary.
The Contractor shall be responsible for any claims for damages and shall
protect the Contracting Agency and the Engineer from any and all such claims.
When directed by the Engineer, the Contractor shall provide water for dust
control within two hours of such order and have equipm ent and manpower
available at all times including weekends and holidays to respond to orders for
dust control measures.
2-11 TRIMMING AND CLEANUP
2-11.5 Payment
Supplement this section with the following:
Unless a specific bid item has been included in the proposal, all costs incurred
to complete the requirements of this section shall be considered as incidental
work to the various bid items and no separate payment will be made.
4-04 BALLAST AND CRUSHED SURFACING
4-04.1 Description
Supplement this section with the following:
Aggregates to be paid by the ton shall not be placed in stockpiles.
4-04.3 Construction Requirements
4-04.3(5) Shaping and Compaction
Supplement this section with the following:
The Contractor shall notify the Engineer when he is ready for in-place ballast,
base course, or top course density tests. All costs associated with failed
tests/testing shall be the responsibility of the Contractor. Placement of
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successive courses of aggregate or asphalt concrete shall not proceed until
density requirements are met.
5-04 HOT MIX ASPHALT
(July 18, 2018 APWA GSP)
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, compacted 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 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
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at a frequency of one sample for every 1,000 tons produced and not less than ten
samples per project. The asphalt content and gradation test 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 that shall be used for this project is: PG 64S -28 or PG
64H-28. A combination of binders will not be acceptable. Blending of asphalt
binder from different sources is not permitted.
The Engineer may require an adjustm ent in the asphalt binder content of the mix
design by ± 0.5% at no additional cost to the Contracting Agency.
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.
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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 & signature) 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 year of the approval
date.
The Contractor shall be responsible for verification of the mix design.
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: resource proficiency sample program.
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 m ix design approval is not
required.
For 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.
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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 1st
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.
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.
In hot weather, the Engineer may require the application of water to the pavement
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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 inst alled 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, including 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 a t 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 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
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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.
Sufficient numbers of trucks shall be provided by the Contractor to assure a
continuous paving operation at proper HMA mix temperatures. Paving operations
shall not proceed until hauling equipment sufficient to assure continuous
operations is provided.
5-04.3(3)C Pavers
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.
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The HMA paver shall be in good condition and shall have equipment available from
the manufacturer for the prevention of segregation of the HMA mixture installed, in
good condition, and in working order.
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 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.
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.
The HMA paver that is utilized on this project shall be capable of spreading and
finishing courses of HMA plant mix material in a width from centerline of the
roadway to the edge of the roadway or gutter in a single pass (up to 22-foot width).
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 otherwise 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 s ufficient
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 equipm ent and prior to
placement into the paving machine.
5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout
the mixture.
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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.
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. The surface of the patched area
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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
part water to one part emulsified asphalt. The tack coat shall have sufficient
temperature such that it may be applied uniformly at the specified rate of
application and shall not exceed the maximum temperature recomm ended by the
emulsified asphalt manufacturer.
5-04.3(4)B Soil Residual Herbicide
The Contractor shall apply one application of an approved soil residual herbicide
on areas where hot mix asphalt is applied. The requirements of Section 8-02.3(3)B
shall apply to this application. The application of herbicide shall precede paving by
no more than 48 hours.
5-04.3(4)C Pavement Repair
The Contractor shall sawcut and 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. 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 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.
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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 or a roller.
After the completion of trench and patch repairs, the Contractor shall seal all joints
with CSS-1 and concrete sand. The cost of sealing shall be included in the unit
contract price for “HMA Cl. ___-Inch ___.”
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 th e optimum
mixing temperature by more than 25°F as shown on the reference mix design
report. 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 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.
Storing or holding of the HMA in approved storage facilities will not be permitted
and will be rejected. Rejected HMA shall be disposed of by the Contractor at no
expense to the Contracting Agency.
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 sha ll immediately
suspend the use of the RAP. 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
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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 0.30
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.
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
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,
gores, prelevel, and temporary pavement. 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.
Commercial HMA can be used for patching utility or conduit trenches less than 24
inches in width.
Payment will be made on the basis of the unit contract price for HMA for all HMA
accepted on the project. HMA not meeting the quality requirements of the Contract
shall be rejected.
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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
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 100 tons is at the discretion of the Engineer.
5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing
Testing of HMA for compliance of Va will be 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.
Testing costs shall be the responsibility of the Contractor.
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 minimum of 91.0% of the reference maximum density
as determined by WSDOT for AASHTO T 209. The reference maximum density
shall be determined as the moving average of the most rec ent five determinations
for the lot of HMA being placed. The specified level of density attained will be
determined by five nuclear gauge tests taken in accordance with WAQTC FOP
TM8 and WSDOT SOPT 729 on the day the mix is placed (after completion of the
finish rolling) at locations determined by the stratified random sampling procedure
conforming to WSDOT Test Method 716 within each density lot. The quantity
represented by each density lot will be no greater than a single day’s production
or approximately 400 tons, whichever is less.
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. The test procedures FOP for WA QTC TM 8 and
WSDOT SOP T 729 will be used on the day the mix is placed and prior to opening
to traffic.
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In addition to the randomly selected locations for tests of density, the Engineer
may also isolate from a normal lot any area that is suspected of being defective in
relative density. Such isolated material will not include an original sample location.
A minimum of five (5) randomly located density tests will be taken.
HMA for preleveling shall be thoroughly compacted. HMA that is use d for
preleveling wheel rutting shall be compacted with a pneumatic tire roller unless
otherwise approved by the Engineer.
Control lots not meeting the minimum density standard shall be removed and
replaced with satisfactory material.
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
Project 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.
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 or oscillation mode on bridge decks.
5-04.3(11) Reject Work
5-04.3(11)A Reject Work General
Work that is defective or does not conform to 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
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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. Any such new material will be sampled, tested, and
evaluated for acceptance.
Supplement this section with the following:
5-04.3(12) 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.
A temporary wedge of HMA constructed on a 20H:1V shall be constructed where
a transverse joint as a result of paving or planing is 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 prior to resumption of paving.
The temporary wedge of HMA shall be removed and wasted, and new mix shall
be laid against the edge. 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 6 inches nor less than 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.
All joints shall be hand raked prior to rolling. The final joint shall be straight, level
with the abutting edge, free of coarse material at the surface, and neat in
appearance. The Contractor shall use paving widths that minimize longitudinal
pavement joints.
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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 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 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 of the
following methods:
1. Removal of material from high places by grinding with an approved grinding
machine to the satisfaction of the Engineer, or
2. Removal and replacement of the wearing course of HMA, or
3. By other method approved by the Engineer.
When deviations in excess of the above tolerances are found that result in a low
place in the HMA, the pavement surface shall be corrected by one of the following
methods:
1. Tacking existing HMA with CSS-1 and feathering in additional HMA, taking
care to rake and remove oversized rock to produce a fine graded surface to
the satisfaction of the Engineer, 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.
Where directed by the Engineer, the Contractor shall feather the HMA pavement
in a manner to produce a smooth-riding connection to the existing pavement.
All costs and expenses in connection with providing, placing material, and feather -
ing the asphalt concrete pavement shall be paid for as the unit contract price per
ton for “HMA Cl. ___-Inch ___.”
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 Engineer approves, the Contractor must comply with
the following:
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1. Intersections:
a. Keep intersections open to traffic at all times, except when paving or
planing operations through an intersection requires closure. 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 Traffic 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, 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. The
Engineer may require the application of water at the Contractor’s
expense to the pavement to accelerate the finish rolling of the pavement
and to shorten the time required before reopening to traffic.
2. Temporary centerline marking, post-paving temporary marking, temporary
stop bars, and maintaining temporary pavement marking must comply with
Section 8-23.
3. Permanent pavement marking must comply with Section 8-22.
5-04.3(14)B3 Pre-Paving and Pre-Planing Briefing
At least 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, Metro transit operations and working around energized overhead
wires, school and nursing home and hospital and other accesses, other contractors
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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:
1. General for both Paving Plan and for Planing Plan:
a. The actual times of starting and ending daily operations.
b. In intersections, how to break up the intersection, and address traffic
control and signalization for that operation, including use of peace
officers.
c. The sequencing and scheduling of paving operations and of planin g
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.
d. Notifications required of Contractor activities, and coordinating with
other entities and the public as necessary.
e. Description of the sequencing of installation and types of temporary
pavement markings as it relates to planning and to paving.
f. Description of the sequencing of installation of, and the removal of,
temporary pavement patch material around exposed castings and as
may be needed
g. Description of procedures and equipment to identify hidden metal in the
pavement, such as survey monumentation, monitoring wells, rail, and
castings, before planing, see Section 5-04.3(14)B2.
h. Description of how flaggers will be coordinated with the planing, paving,
and related operations.
i. Description of sequencing of traffic controls for the process of rigid
pavement base repairs.
j. 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. Description of contingency plans for that day’s operations such as
equipment breakdown, rain out, and Supplier shutdown of operations.
d. Sequencing of density testing, and other sampling and testing.
5-04.3(15) Sealing Pavement Surfaces
The Contractor shall apply a fog seal to all travel lanes and allow it to cure prior to
opening the lane to traffic, when the wearing course is placed after October 1 and
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before April 1. Fog Seal must be completely cured before pavement markings are
applied. Construct the fog seal in accordance with Section 5-02.3.
The cost of providing and applying the fog seal shall be considered as incidental
work to the various bid items and no separate payment will be made.
5-04.3(16) HMA Road Approaches
Where asphalt driveways or road approach HMA aprons are shown on the Plans,
they shall be constructed with 0.40-foot compacted depth of crushed surfacing top
course and 0.20-foot compacted depth of HMA. The portion of the driveways not
paved with asphalt shall be surfaced with 0.25-foot compacted depth crushed
surfacing top course. Materials used for construction of driveways and road
approaches shall be paid at the unit contract prices for “HMA Cl. ___-Inch ___”
and “Crushed Surfacing Top Course.”
Driveway matchlines shall be cut or scored with an approved pavement cutter prior
to excavation. Any portion of the existing driveway (road approach) beyond the
construction limits that is damaged by the Contractor’s operations shall be
replaced in kind to the satisfaction of the Engineer at no expense to the Contracting
Agency.
All transitions to existing asphalt concrete and cement concrete driveways, curb,
asphalt thickened edge for gutter, and walkways shall be vertically sawcut full
depth with straight, uniform edges, or milled if shown on the plans. Existing asphalt
pavement may be cut with a wheel, provided the wheel cut is full depth and no
damage occurs to the pavement which is to remain.
5-04.4 Measurement
“HMA Cl. ___ PG ___” and “Commercial HMA” 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.
Soil residual herbicide will be considered incidental to other items and no separate
measurement shall be made.
5-04.5 Payment
Payment will be made for each of the following Bid items that are included in the
Proposal:
“HMA Cl. ___ PG ___”, per ton.
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The unit Contract price per ton for “HMA Cl. ___ PG ___” shall be full compensation
for all costs, including anti-stripping additive, incurred to carry out the requirements
of Section 5-04 except for those costs included in other items which are included
in this Subsection and which are included in the Proposal.
“Soil Residual Herbicide”, shall be considered incidental to other items and no
separate payment shall be made.
If there are no proposal bid items for “Temporary Pavement Marking” and
“Removing Temporary Pavement Marking”, they shall be installed in accordance
with Section 8-23 and the MUTCD, and the work shall be considered as incidental
work to the various bid items and no separate payment will be made.
If there is no proposal bid item for “Sawcutting Asphalt Pavement” or “Sawcutting
Cement Concrete”, then all costs, including labor and equipment, associated with
cutting asphalt pavement or cement concrete shall be considered as incidental
work to the various bid items and no separate payment will be made.
7-04 STORM SEWERS
7-04.1 Description
Supplement this section with the following:
The term “storm drain(s)” shall mean the same as storm sewer(s).
7-04.2 Materials
Supplement this section with the following:
Storm drain and underdrain infiltration system materials approved for use on
this project shall be as follows:
8/10/12-INCH STORM DRAIN PIPE
Solid Wall PVC Storm Sewer Pipe
Corrugated Polyethylene Storm Sewer Pipe
High-Density Polyethylene (HDPE) Pipe
Polypropylene Storm Sewer Pipe
Where specified on the Plans, storm drain pipe shall be PVC pressure
pipe conforming to the requirements of Section 9 -30.1(5)A and Ductile
Iron conforming to the requirements of Section 9 -30.1(1).
UNDERDRAIN INFILTRATION SYSTEM MATERIALS
SP 94 of 123
Pipe: Perforated Corrugated Polyethylene Underdrain (CPEP) pipe,
couplings, and fittings shall comply with all the requirements of Section
9-05.2(8) of the Standard Specifications.
Drain Rock: Drain rock for use as backfill for the perforated underdrain
pipe in the infiltration trench system shall be clean coarse aggregate
conforming to the requirements of Gravel Backfill for Drywells, as
specified in Section 9-03.12(5) of the Standard Specifications.
Construction Geotextile: Geotextile fabric for underground infiltration
systems shall be moderate survivability, non-woven, Class A as
specified in Section 9-33.2(1).
7-04.3 Construction Requirements
7-04.3(1) Cleaning and Testing
7-04.3(1)A General
Supplement this section with the following:
No infiltration or exfiltration test will be required for storm drain pipe.
7-04.4 Measurement
This section is supplement with the following
“Ductile Iron Storm Sewer Pipe __ In. Diam.,” shall be measured by the linear
foot of pipe installed.
7-04.5 Payment
Supplement this section with the following:
The unit contract price per linear foot for “Storm Sewer Pipe __ In. Diam.,” shall
be full compensation for all labor, tools, equipment, and materials necessary to
complete this item in place as shown on the Plans, including trench excavation
of all materials regardless of the nature, trench dewatering, imported pipe
bedding material in the pipe zone, backfilling, compaction, fittings, and the
connection to new or existing manholes and catch basins, including tees or
downturned elbows in catch basins.
The unit contract price per linear foot for “Underdrain Pipe Infiltration Trench
System 12 In. Diam.,” shall be full compensation for all labor, tools, equipment,
and incidental costs required to construct the infiltration trench system,
including excavation, dewatering, drain rock, geotextile fabric, plastic
SP 95 of 123
membrane, fittings, perforated underdrain pipe, connection to manholes or
catch basins, backfilling and compaction, complete in place, as shown on the
Plans and as specified herein. Payment per linear foot shall be the same
regardless of trench width.
Payment for “Select Backfill, as Directed” shall be made at the unit contract
price per cubic yard, per neat line as shown in details, which shall be full
compensation for furnishing, hauling, placing, and compacting the material
where directed by the Engineer. The cost for hauling and disposal of excavated
material to be replaced with select backfill shall be considered as incidental
work to the various bid items and no separate payment will be made .
The unit contract price per linear foot for “Shoring or Extra Excavation”, shall
be full compensation for all labor, equipment, tools, and material required to
construct the shoring, cofferdam, or caisson including excavation, installation
and removal of the shoring, backfilling, and compaction, all as shown on the
Plans and as specified herein. When extra excavation is used by the
Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit
price bid shall be full pay for all additional excavation, backfill, compaction, and
other work required. If select backfill material is required within the limits of the
trench excavation, it shall also be required as backfill material for the extra
excavation at the Contractor’s expense.
The unit contract price per linear foot for “Ductile Iron Storm Sewer Pipe __ In.
Diam.,” shall be full compensation for all labor, tools, equipment, and materials
necessary to complete this item in place as shown on the Plans, including
trench excavation of all materials regardless of the nature, trench dewatering,
imported pipe bedding material in the pipe zone, backfilling, compaction,
fittings, restraints, and the connection to new or existing manholes and catch
basins, including tees or downturned elbows in catch basins.
7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS
7-05.2 Materials
Supplement this section with the following:
Metal Castings: Cast iron covers for storm drain manholes and Type 2 catch
basins shall be stamped “STORM.” Cast iron covers for sewer manholes shall
be stamped “SEWER.”
Grate Inlets and Drop Inlets: All Type 1 catch basins shall have vaned grates
in accordance with WSDOT Standard Plan B-30.30 at locations with flow from
a single direction, or B-30.40 at locations with flow from two directions. Joints
in the manhole sections shall be watertight complying with ASTM C443
(confined groove joint) or ASTM C990 (tongue and groove joint).
SP 96 of 123
Adjustment Rings: Manhole adjustment rings shall be precast concrete.
Approved manufacturers include RADA, Inc., Reese Concrete, and Wilbert
Precast, Inc.
Frames and Covers: Frames and covers shall be class 30 cast iron meeting
the requirements of ASTM A48. 24” round covers shall read “SEWER” and
“CITY OF PASCO” embossed in top (2” raised letters), cover weight 150 lbs,
frame weight 185 lbs. Approved manufacturers include East Jordan Iron Works
(3705Z), D&L Foundry, Neenah Foundry, and Olympic Foundry. When
required by the City, locking covers shall be provided as manufactured by East
Jordan Iron Works (3704C) and D&L Foundry.
Mortar/Grout: Approved manufacturers include American All Patch 20, Jet
Set Complete Repair, and Target expanding non-shrink.
7-05.3 Construction Requirements
Supplement this section with the following:
The design and construction of all manholes shall provide for a 0.10-foot
vertical drop through the manhole, unless specified otherwise on the plans.
7-05.3(1) Adjusting Manholes and Catch Basins to Grade
Supplement this section with the following:
The Contractor shall establish reference points for the center of each utility
appurtenance before its removal for the purpose of relocation for final
adjustment to final grade.
Manholes, water valve boxes, catch basins, and similar utility appurtenances
and structures shall not be adjusted until the asphalt pavement is completed,
at which time the center of each structure shall be relocated from references
previously established by the Contractor.
The asphalt concrete pavement shall be cut and removed to a neat circle, the
diameter of which shall be equal to the outside diameter of frame plus two (2)
feet, or as shown in the Plan details. The frame shall be placed on cement
concrete blocks or adjustment rings and brought up to the desired grade. The
base materials shall be removed and Class 3000 cement concrete shall be
placed as shown in the Plans.
On the following day, a tack coat of asphalt shall be applied to the concrete,
the edges of the asphalt concrete pavement, and the outer edge of the casting.
SP 97 of 123
HMA CI. 3/8-Inch asphalt concrete shall then be placed and compacted with
hand tampers and a patching roller.
The completed patch shall match the existing paved surface for tex ture,
density, and uniformity of grade. The joint between the patch and the existing
pavement shall then be sealed with emulsified asphalt and shall be immediately
covered with dry paving sand before the tack has broken.
Utility appurtenances outside paved areas shall be adjusted to match the finish
grade of the area surrounding the structure and shall include a concrete collar
extending one foot in all directions beyond the cover. The utility cover shall be
cleaned of all concrete prior to acceptance.
7-05.3(2) Abandon Existing Manholes
Supplement this section with the following:
Where shown on the Plans or directed by the Engineer, existing sanitary sewer
manholes shall be abandoned in place after the new sanitary sewer collection
system is in place and all side sewers have been transferred to the new sanitary
sewer pipeline.
At least the top three feet of each manhole, or the top conical section in precast
concrete manholes, shall be removed, including the cast iron ring and cover
and concrete pad, if any. Debris resulting from breaking of the upper portion
of the manhole may be mixed with backfill subject to the approval of the
Engineer. Ring and cover shall become the property of the contracting agency
and all other surplus material shall be disposed of by the Contractor.
The existing pipe openings shall be plugged watertight with Class 3000
concrete and the manhole bottom slabs shall be crushed to promote drainage.
The remaining manhole structure shall be backfilled with granular material
conforming to Section 9-03.9(3) Crushed Surfacing Base Course. Place
backfill in uniform layers and compact to 95% maximum dry density, as
determined by ASTM D 698 (Standard Proctor).
Excavations resulting from manhole abandonment shall be backfilled with
suitable, job-excavated material to top of subgrade. Compact to 95% maximum
dry density as determined by ASTM D 698 (Standard Proctor). Restore surface
to the condition existing prior to excavation with native material, gravel
surfacing, or asphalt concrete pavement, as shown for trench repair on the
Plans.
7-05.3(3) Connection to Existing Manholes
Supplement this section with the following:
SP 98 of 123
The Contractor shall be required to core drill into the structure, shape the
channel to accommodate the new pipe, and grout the opening.
7-05.4 Measurement
Replace the first paragraph of this section with the following:
Manholes will be measured per each, regardless of height.
7-05.5 Payment
Supplement this section with the following:
In addition to the items listed above for measurement and payment for catch
basin and manhole construction, payment per each shall be full compensation
for foundation construction including crushed surfacing and cement concrete,
excavation, backfilling, dewatering, compaction, adjustment of the manhole to
finished grade including trimming and removal of HMA pavement, cement
concrete pad, tack coat, and replacement of HMA pavement, complete and in
place.
Shoring or extra excavation shall be included in the unit price bid for "Shoring
or Extra Excavation," as measured per linear foot of pipeline installed, and no
separate payment will be made for that work required for manhole construction.
7-08 GENERAL PIPE INSTALLATION REQUIREMENTS
7-08.1 Description
Delete this section and replace it with the following:
This work includes installing culverts, storm sewers, sanitary sewers, water
main, irrigation mains, and conduits. The Contractor shall also follow Section
7-02, 7-04, 7-09, 7-16, 7-17, or 8-20 as it applies to the specific kind of work.
In cases of conflict between sections, the more stringent regulation shall appl y.
7-08.3 Construction Requirements
7-08.3(1)C Bedding the Pipe
Delete this section and replace it with the following:
Imported pipe zone material for flexible pipes shall be Crushed Surfacing Top
Course meeting the requirements of section 9-03.9(3), and shall be placed and
compacted in layers as designated by the Engineer. Pipe zone material for
SP 99 of 123
rigid pipes shall be Crushed Surfacing Base Course meeting the requirements
of Section 9-03.9(3), or as approved by the Engineer.
7-08.3(2)B Pipe Laying - General
Supplement this section with the following:
Detectable marker tape shall be installed over non-metallic pipelines. The tape
shall be placed approximately three feet above the top of the pipe (unless
otherwise noted on the Plans) and shall extend its full length. The horizontal
location of the tape shall vary no more than one foot from the centerline
alignment of the pipe. Detectable marker tape shall meet the requirements of
Section 9-15.18 of the Standard Specifications. Tape width shall be a minimum
of 3 inches wide, or wider as recommended by the manufacturer for the
installation depth.
The Contractor shall furnish and install at his expense all fittings for mainlines
and services including those necessary for horizontal and vertical deflections,
regardless if shown on plans. This also includes those necessary for making
connections to existing pipelines including services and laterals. Any existing
fittings or obstructions that require removal for new pipeline connection (s),
including any structures, thrust blocking, etc., shall be removed at the
Contractor’s expense.
All capped utility extensions shall be left exposed and protected until the
Engineer surveys the final locations and grades prior to backfilling. Capped
utility extensions shall be marked with an 18 -inch long section of #4 rebar
buried vertically with the top of the rebar set 6 -inches below the finished
surface, and 8’x2”x4” treated timber post, 4’ above ground, painted the
appropriate color for the respective utility.
When parallel to existing utilities, new d omestic water mains shall be installed
a minimum of 10 feet horizontally (outside pipe wall to outside pipe wall, typical)
and 18 inches vertically above other nonpotable pipelines. Where this is not
possible at the discretion of the Engineer, a water main may be installed a
minimum of five feet horizontally and 18 inches vertically above other
nonpotable pipelines, as long as the water main is placed in a separate trench
and on a bench of undisturbed earth.
When crossing existing utilities, new domestic water mains shall be installed a
minimum of 18 inches vertically above nonpotable pipelines. Where this is not
possible, or the water main passes under a nonpotable pipeline, the water main
shall be installed in a pressure rated pipe casing extending 10 feet each side
of the crossing. In addition, where the water main passes under an existing
nonpotable pipeline, support shall be provided for the nonpotable pipeline by
backfilling the nonpotable pipeline trench with controlled density backfill or
SP 100 of 123
other approved methods. A minimum of 6 inches of separation between the
crossing pipelines must be maintained in all cases.
When parallel to existing potable water mains, new nonpotable pipelines shall
be installed a minimum of 10 feet horizontally and 18 inches vertically below
existing water mains. Where this is not possible at the discretion of the
Engineer, a nonpotable pipeline may be installed a minimum of five feet
horizontally from an existing water main, as long as the nonpotable pipeline is
installed a minimum of 18 inches vertically below the water main and the
nonpotable pipeline is placed in a separate trench. If the vertical separation
cannot be met, then the nonpotable pipeline shall be constructed of or encased
in materials equal to water main standards with a minimum pressure rating of
150psi (C900 PVC, ductile iron, etc.).
When crossing existing potable water mains, new nonpotable pipelines shall
be installed a minimum of 18 inches vertically below existing water mains.
Support shall be provided for the water main by backfilling the nonpotable
pipeline trench with controlled density backfill or other approved methods.
Where the minimum clearance is not possible, or the nonpotable pipeline
passes above a water main, a full length of nonpotable pipeline shall be
centered at the crossing. In addition, the nonpotable pipeline shall either be
installed in a pressure rated pipe casing extending 10 feet each side of the
crossing, or be constructed of one standard length of pipe material equal to
waterline standards with a minimum pressure rating of 150psi (C900 PVC,
ductile iron, etc.). A minimum of 6 inches of separation between the crossing
pipelines must be maintained in all cases.
The contractor is responsible for meeting these standards, and all costs shall
be considered as incidental work to the various bid items and no separate
payment will be made.
7-08.3(3) Backfilling
Supplement this section with the following:
Street crossing trenches and other locations as directed by the E ngineer shall
be backfilled for the full depth of the trench with Select Backfill meeting the
requirements for crushed surfacing base course, in Section 9-03.9(3).
Delete the fourth paragraph and replace with the following:
Mechanical compaction shall be required for all trenches. The Contractor is
hereby cautioned that time extensions shall not be granted due to inadequate
compaction or unstable trench backfill conditions caused by excessive
watering. The Contractor shall be responsible for correcting such conditions
caused by his own construction activities.
SP 101 of 123
The density of the compacted material shall be at least 95% of the maximum
density as determined by ASTM D 698 Tests (Standard Proctor). Compaction
tests shall be taken at a frequency and at depths sufficient to document that
the required density has been achieved. At a minimum, one (1) compaction
test shall be taken for each 100 linear feet of mainline pipeline trench and one
(1) test for each street crossing. At alternating 100-foot locations along the
main trench line, tests shall be taken at 1-foot, 2-foot, and 3-foot depths below
finish grade.
The first 500 feet of trench backfill operations shall be considered a test section
for the Contractor to demonstrate his backfilling and compaction techniques.
No further trenching will be allowed until the specified density is achieved in the
test section. Passing in-place density tests in the test section will not relieve
the Contractor from achieving the specified densities throughout the project.
The Engineer may request additional tests be performed at the Contractor's
expense, if test results do not meet the required trench backfill densities.
Placement of aggregate courses shall not proceed until density requirements
have been met.
Copies of moisture-density curves for each type of material encountered and
copies of all test results shall be provided to the Engineer as construction
progresses.
The Contractor shall notify the Engineer at least three (3) working days prior to
beginning trench excavation and backfill operations, and the Resident Engineer
shall arrange for in-place density tests to be taken on the completed test section
in accordance with the above requirements. The Contractor shall provide a
backhoe and operator for the excavation and backfill of test holes. The cost of
the backhoe and operator shall be considered as incidental work to the various
bid items and no separate payment will be made.
Add the following to the fifth paragraph:
Backfill around all structures shall be water settled with a minimum of 2,000
gallons of water, in addition to mechanical methods, to achieve required
compaction.
Payment for mechanical compaction shall be included in the unit price bid for
the specified pipe. Payment for water settling adjacent to structures shall be
included in the unit price bid for the specified structure.
7-08.3(5) Existing Utilities (New Section)
The following new section shall be added to the Standard Specifications:
SP 102 of 123
The locations and/or elevations of existing utilities shown on the Plans are
based upon utility information of record, visible structures such as catch basins,
manholes, valve boxes, etc., and utility locate markings in the field. These are
shown for convenience only, and the Engineer assumes no responsibility for
improper locations or failure to show utility locations on the Plans. Contractor
shall call 1-800-424-5555 prior to any excavation work per RCW 19.122.030.
Additionally, the Contractor shall complete all necessary excavations to fully
expose all new connection point(s) prior to installation of new pipelines, at his
expense.
When utility services occupy the same space as new pipelines, the Contractor
shall complete necessary excavation to fully expose such services prior to
installation of new pipelines. The Contractor shall protect said services, and
work around them during excavating and pipe laying operations. Any damages
to services resulting from the Contractor’s operation shall be reported to the
appropriate utility. Such damage shall be repaired at the Contractor’s expense.
7-08.4 Measurement
Delete the last paragraph and replace it with the following:
Shoring or extra excavation will be measured by the linear foot.
Supplement this section with the following:
There will be no separate measurement or payment for dewatering operations
by the Contractor. All costs associated with dewatering operations shall be
included in the various bid items associated with the work.
There will be no separate measurement or payment for sawcutting the existing
asphalt concrete roadway at drainage and utility crossings. All costs for
sawcutting necessary for trench excavation shall be included in the various bid
items associated with the work.
The length and depth of “Select Backfill, as Directed” shall be neat-line field
measured by the Engineer. The trench width payment line limit for “Select
Backfill, as Directed” shall be as shown on the Plans. No measurement or
payment will be made for select backfill material beyond the payment line limit.
7-08.5 Payment
Delete the seventh Bid item and replace it with the following:
The unit contract price per linear foot for “Shoring or Extra Excavation”, shall
be full compensation for all labor, equipment, tools, and material required to
SP 103 of 123
construct the shoring, cofferdam, or caisson including excavation, installation
and removal of the shoring, backfilling, and compaction, all as shown on the
Plans and as specified herein. When extra excavation is used by the
Contractor in lieu of constructing the shoring, cofferdam, or caisson, the unit
price bid shall be full pay for all additional excavation, backfill, compaction, and
other work required. If select backfill material is required within the limits of the
trench excavation, it shall also be required as backfill material for the extra
excavation at the Contractor’s expense.
Supplement this section with the following:
Payment for all pipe items shall be made as follows: 75% of the unit contract
bid price for materials and initial installation; the next 15% of the unit contract
bid price upon the successful completion of density testing; and the final 10%
of the unit contract bid price upon the completion of pipe testing including
hydrostatic, bacteriological, air pressure and mandrel testing, as well as
televising if required.
Payment for “Select Backfill, as Directed” will be made at the unit contract price
per cubic yard per neat line as shown in details, which shall be full
compensation for furnishing, hauling, placing, and compacting the material
where directed by the Engineer. The cost for hauling and disposal of excavated
material to be replaced with select backfill shall be considered as incidental
work to the various bid items and no separate payment will be made.
7-09 WATER MAINS
7-09.1 Description
7-09.1(1)D Pipe Zone Backfill
Delete this section and replace it with the following:
Pipe zone backfill includes material above the pipe zone bedding up to the
depths shown on the Details.
7-09.2 Materials
Pipe for main line approved for use on this project shall be as follows:
Pipe for Main Line:
Ductile Iron Pipe
Polyvinyl Chloride (PVC) Pressure Pipe (4 inches and over)
Polyvinyl Chloride (PVC) Pressure Pipe (under 4 inches)
SP 104 of 123
Supplement this section with the following:
Ductile Iron Pipe: Ductile iron pipe shall be Standard Thickness Class 52. All
cast iron fittings and flanged ductile iron fittings shall be Class 250 . All ductile
iron mechanical joint fittings shall be Class 350 conforming to AWWA
C110/ANSI A-21.10 and AWWA C153/ANSI A-21.53. Mortar lining thickness
for fittings shall be the same thickness as specified for pipe.
Polyvinyl Chloride (PVC) Pressure Pipe: Fittings shall be mechanical joint
and/or flanged in accordance with the Plans and Section 9-30.2(1) of the
Standard Specifications.
Tracer Wire: Tracer wire shall be 12-gauge heavy insulated (60 mil) copper
wire with UF insulation colored for the utility being installed in accordance with
Section 9-15.18.
Fittings for Main Lines:
Connection Couplings: Couplings for Ductile Iron or PVC pipe, either transition
or straight couplings, shall be compression type flexible couplings conforming
to Section 9-30.2(7) of the Standard Specifications.
Fittings shall be manufactured in the U.S.A.
Aggregates:
Gravel Backfill for Pipe Zone: Imported pipe zone material for flexible pipes
shall be Crushed Surfacing Top Course meeting the requirements of section 9 -
03.9(3), and shall be placed and compacted in layers as designated by the
Engineer. Pipe zone material for rigid pipes shall be Crushed Surfacing Base
Course meeting the requirements of Section 9-03.9(3), or as approved by the
Engineer.
Trench Backfill: All longitudinal water main trenches shall be backfilled full
depth above the pipe zone with native material (free of organic m aterial, wood,
rocks, or pavement chunks larger than 6-inches in maximum dimension),
unless otherwise directed by the Engineer. Street crossing trenches and other
locations as directed by the Engineer shall be backfilled full depth with imported
select backfill. Imported select backfill, where directed by the Engineer, shall
be crushed surfacing base course, placed and compacted in layers.
7-09.3 Construction Requirements
7-09.3(5) Grade and Alignment
Delete the third paragraph and replace it with the following:
SP 105 of 123
Depth of water main shall be as shown on the Plans.
7-09.3(6) Existing Utilities
Delete this section and refer to Section 7-08.3(5) Existing Utilities (New Section).
7-09.3(7) Trench Excavation
Supplement this section with the following:
The Contractor shall neatly sawcut all areas of existing pavement within the
trench excavation area, then remove and haul all waste materials from the
project and dispose of at an approved site provided by the Contractor. Should
any undermining occur on adjacent pavement, the Contractor shall neatly cut
the pavement six (6) inches beyond the undermined area, at his expense.
All trench excavations shall have adequate safety systems for the trench
excavation that meet the requirements of the Washington Industrial Safety and
Health Act, Chapter 49.17 RCW. The Contractor shall be fully responsible for
providing the necessary back sloping, cribbing, trench boxes, etc., as required
to meet the specified safety requirements for the trench.
7-09.3(9) Bedding the Pipe
Delete the first two sentences of this section and replace with the following:
Gravel backfill for pipe zone bedding shall be as specified in Section 7-09.2.
7-09.3(11) Compaction of Backfill
Delete the first paragraph and refer to Section 7-08.3(3) Backfilling.
7-09.3(19)A Connections to Existing Mains
Supplement this section with the following:
No connections to existing mains are allowed until new mains have been tested
and accepted by the Engineer.
No public water valves shall be opened or closed by anyone but the City of
Pasco. The Contractor shall coordinate existing valve operation with the City
of Pasco. In no case shall any existing water main be closed or any individual
service be without water service for a period of greater than eight (8) hours, or
as otherwise approved by the City.
SP 106 of 123
7-09.3(20) Detectable Marking Tape
Delete this section and replace it with the following:
Detectable marking tape and tracer wire shall be installed over all water pipes,
including service lines. The tape shall be placed approximately 2-feet above
the top of the line and shall extend its full length. The tracer wire shall be
fastened to the top of the pipe with duct tape at 6-foot intervals and shall be
routed up into valve boxes with adequate length for connection to location
equipment.
7-09.3(23) Hydrostatic Pressure Test
Replace the first sentence with the following:
All water mains and appurtenances shall be tested under a hydrostatic pres -
sure of 180 psi.
7-09.3(24)N Final Flushing and Testing
Replace the second sentence of the third paragraph with the following:
Samples will be collected and bacteriological tests obtained by the Contractor.
The Contracting Agency shall be present when samples are collected.
Samples may be taken by the Contracting Agency at their option. AWWA
Standard C651 shall be used as a guideline for disinfecting water mains.
7-09.4 Measurement
Supplement this section with the following:
There will be no separate measurement or payment for dewatering operations
by the Contractor.
The unit price measurement for “Blow-Off Assembly” shall be per each.
The length and depth of “Select Backfill, as Directed” shall be fiel d measured
by the Resident Engineer. The trench width payment line limit for “Select
Backfill, as Directed” shall be as shown on the Plans. No measurement or
payment will be made for excavation or backfill material beyond the payment
line limit.
7-09.5 Payment
Supplement this section with the following:
SP 107 of 123
The unit contract price per linear foot for “8” Pipe for Water Main 8 In. Diam.”,
shall be full compensation for all labor, tools, equipment, and materials
necessary to furnish and install water main pipe and fittings as shown on the
Plans, including, but not limited to, trench excavation of all materials regardless
of the nature, trench dewatering, bedding, imported pipe bedding material in
the pipe zone, laying and jointing pipe and fittings, polyethylene encasement
around ductile iron pipe and fittings, locating wire, detectable marking tape,
concrete thrust blocking, backfilling and compaction, testing, disinfecting the
pipeline, flushing, dechlorination of water used for flushing, and cleanup.
Payment for all pipe items shall be made as follows: 75% of the unit contract
bid price for materials and initial installation; the next 15% of the unit contract
bid price upon the successful completion of density testing; and the final 10%
of the unit contract bid price upon the completion of pipe testing, including
hydrostatic, and bacteriological.
The unit contract price per each “Blow Off Assembly” shall be full compensation
for all labor, tools, equipment, and materials necessary to furnish a full blow off
assembly as detailed in the contract plans including excavation, dewatering,
bedding, pipe, jointing and laying, concrete blocking, disinfecting, static testing,
backfill compaction, water main valve, water valve boxes, and adjustment to
final grade. Where identified in the plans to be extended in the future, full size
water main valve shall be installed. The payment limits for the Blow Off
Assembly shall begin at the water main valve and include
The unit contract price per linear foot for “Shoring or Extra Excavation”, shall
be full compensation for all labor, tools, equipment, and materials necessary to
furnish and install shoring or over-excavate on trenches exceeding four (4) feet
in depth, per Section 2-09 of the Standard Specifications and applicable
amendments.
7-12 VALVES FOR WATER MAINS
7-12.2 Materials
Supplement this section with the following:
Gate Valves: All gate valves size 3-inch through 10-inch shall be resilient
seated conforming to the latest AWWA Standard C509 or C515. All gate valves
shall have non-rising stems, open counterclockwise, and shall be provided with
a 2-inch square AWWA operating nut.
All gate valves 3-inch and larger shall have mechanical joint and/or flanged
connections as shown on the Plans, non-rising stems, open counterclockwise,
and shall be provided with a 2-inch square operating nut. Stuffing box shall be
O-ring type.
SP 108 of 123
Tapping Sleeve and Valve Assemblies: Tapping sleeves shall be full circle
stainless steel with ductile iron flanged outlet, conforming to the latest AWWA
Standard C223. Tapping gate valves shall meet the requirements for Gate
Valves in Section 7-12.2. The following stainless steel tapping sleeves are
approved for use: Ford FAST style, Romac model SST, and Smith-Blair.
Valve Boxes: The top section of the valve boxes shall be a two-piece
adjustable box meeting City of Pasco Design and Construction Standards.
7-12.3 Construction Requirements
Supplement this section with the following:
Tapping Sleeve and Valve Assemblies: The Contractor or Subcontractor
completing the work shall have at least five (5) years’ experience with a
minimum of ten (10) water main taps of pipes with diameters equal to or larger
than specified in this project. Contractor shall notify Engineer at least 72 hours
prior to all proposed taps and provide work experience references if requested.
Work to complete the tap shall not commence without Engineer’s written
approval. If the Contractor or Subcontractor does not have sufficient
experience in the sole opinion of the En gineer, a qualified Subcontractor as
approved by the Engineer, shall be used to complete the tap at no additional
cost or contract time to the Contracting Agency.
Valves: Upon completion of all work in connection with this Contract, the
Contractor shall coordinate with the City of Pasco to open all valves involved in
this work and the Engineer so notified.
Valve Boxes: Valve boxes should be set to position during backfilling oper a-
tions so they will be in a vertically centered alignment to the valve operating
stem.
Adjustment to Grade: The Contractor shall adjust all water valve boxes to the
final grade of the surrounding area including new concrete sidewalk, asphalt
pavement, gravel surfacing, or topsoil surfacing. Valve box cover shall be
rotated such that lugs are in-line with pipe alignment.
In asphalt concrete areas, water valve boxes shall be adjusted to grade in
accordance with the procedure outlined in Section 7 -05.3(1) of these Special
Provisions. The Contractor shall keep the valve boxes free from debris caused
by the construction activities. All valve boxes will be inspected during final
walk-thru to verify that the valve box is plumb and that the valve wrench can be
placed on the operating nut. Misaligned valve boxes shall be excavated,
plumbed, and backfilled at the Contractor's expense.
SP 109 of 123
7-12.5 Payment
Supplement this section with the following:
The unit contract price per each for “___ Valve ___ In.”, shall be full pay for all
work to furnish and install the valve complete in place on the water main,
including excavation, dewatering, existing pipe removal, bedding, jointing and
laying, concrete blocking, painting, disinfecting, hydrostatic testing, backfill,
compaction, valve nut extension, valve box, and final adjustment to finish grade
including collar.
The unit price bid per each for “Adjust Valve Box,” shall be full pay for all work
to adjust the existing water valve box to final grade, including sawcutting
pavement, excavation, dewatering, adjustment, riser, cleaning, backfill,
compaction, valve nut extension, cement concrete, hot mix asphalt, collar, and
raking the immediate area in non-pavement areas.
7-14 HYDRANTS
7-14.1 Description
Supplement this section with the following:
This work consists of furnishing and installing new fire hydrants as shown on
the Plans.
7-14.2 Materials
Supplement this section with the following:
All hydrants shall be dry-barrel, compression type, with a Main Valve Opening
(MVO) of 5-1/4" and suitable for working pressures up to 150 psi meeting the
requirements of C502. Hydrants shall have a 1-1/2” pentagon operating nut,
opening left. All hydrants shall include a 5”x4-1/2” NH connector and cap, Storz
HPHA50-45NH and HBC-50. Threads on all ports shall be National Standard
Thread.
Approved manufacturers include Mueller (Centurion), Clow (Medallion), and
Waterous (Pacer WB-67).
7-14.3 Construction Requirements
7-14.3(1) Setting Hydrants
Delete the first and second paragraphs and replace with the following:
SP 110 of 123
The hydrant shoe shall be set to the correct elevation on a concrete block base,
which has been placed on undisturbed earth. Around the base of the hydrant
and weep hole, the Contractor shall place washed drain rock, to allow free
drainage of the hydrant. The drain rock shall be completely surrounded with
construction geotextile filter fabric.
The contractor shall set all hydrants plumb and nozzles parallel with, or at right
angles to, the curb, with the pumper nozzle facing the curb. Hydrants shall be
set so that the flange is 2”-8” above the back of curb, sidewalk, or finished grade
to clear nuts and bolts. Hydrants shall be ordered with the bury depth required
to meet the flange elevation requirements. The Contractor shall be responsible
for verifying the hydrant flange elevations and no extensions will be allowed.
Fire hydrants shall be painted with two coats of high visibility yellow paint.
Fire hydrants shall be located 1-foot behind the back of sidewalk to the face of
hydrant where the sidewalk is adjacent to the curb and 7 -feet behind the back
of curb where the sidewalk is not adjacent to the curb. Hydrants adjacent to
roadside swales shall be located 1-foot behind the swale on the property line
side.
No bends are allowed in fire hydrant runs. If a bend cannot be avoided, the
elbow fittings shall be mechanically restrained with EBAA Megalugs or
approved equal.
Hydrants installed outside of paved areas where there will not be maintained
landscaping shall install a 4’ x 4’ concrete pad around the hydrant.
7-14.3(2) Hydrant Connections
Replace this section with the following:
Hydrant runs shall be connected to the main with a minimum 6-inch diameter
ductile iron (or as specified on plans) water main or as shown on the Plans,
and shall include an auxiliary gate valve, set vertically, and valve box placed as
shown on the Plans.
7-14.3(2)A Hydrant Restraints
Replace this section with the following:
All hydrants shall be securely connected to the water main as shown on the
City’s Standard Detail, and each joint shall be mechanically restrained.
SP 111 of 123
7-14.3(2)B Auxiliary Gate Valves and Valve Boxes
Replace this section with the following:
Auxiliary gate valves and valve boxes shall be installed in accordance with
Section 7-12.
7-14.5 Payment
Delete the following:
The unit Contract price per each for “Hydrant Assembly” shall be full pay for all
Work to furnish and install fire hydrant assemblies, including all costs for auxiliary
gate valve, shackles, tie rods, concrete blocks, gravel, and painting required for
the complete installation of the hydrant assembly as specified, except the pipe
connecting the hydrant to the main and the hydrant lateral tee will be paid for as
specified in Section 7-09.5.
and replace with
The unit Contract price per each for “Hydrant Assembly” shall be full pay for all
Work to furnish and install fire hydrant assemblies, including all costs for auxiliary
gate valve, shackles, tie rods, concrete blocks, gravel bedding, mechanical
restraints, thrust blocks, and painting required for the complete installation of the
hydrant assembly as specified. All pipe, fittings, and incidentals including the
lateral tee to connect the hydrant to the water main shall be considered incidental
to the hydrant assembly and no separate payment shall be made.
7-16 IRRIGATION MAINS (NEW SECTION)
The following new section shall be added to the Standard Specifications:
7-16.1 Description
This work consists of constructing new and/or rehabilitating existing irrigation
mains and services.
These specifications describe the ultimate function to be achieved, that is the
rehabilitation of the existing irrigation system piping to provide leakproof,
pressurized irrigation service. Therefore, the precise materials and the methods
outlined are not described in detail in the following sections. All materials and
methods used shall be approved by the Engineer, prior to beginning work.
SP 112 of 123
7-16.2 Materials
Supplement this section with the following:
Pipe for main line approved for use shall be as follows:
Pipe for Main Line: All irrigation pipelines under roadways shall meet the
requirements of Section 9-30.1 (Ductile Iron) or Section 9-30.1(5)A (AWWA
C900). Fittings shall be cast or ductile iron. All irrigation pipe shall be installed
with a minimum cover of 30 inches, and pipe zone bedding and backfill per
Section 7-09.2.
Tracer Wire: Tracer wire shall be 12-gauge heavy insulated (60 mil) copper
wire with UF insulation colored for the utility being installed in accordance with
Section 9-15.18. Direct bury splice kits shall be 3M DBY-6.
7-16.2(1) Handling of HDPE Pipe
The manufacturer shall package the pipe in a manner designed to deliver the pipe
to the project neatly, intact, and without physical damage. The transportation
carrier shall use appropriate methods and intermittent checks to ensure the pipe is
properly supported, stacked, and restrained during transport such that the pipe is
not nicked, gouged, or physically damaged.
Pipe shall be stored on clean, level ground to prevent undue scratching or gouging
of the pipe. If the pipe must be stacked for storage, such stacking shall be done
in accordance with the pipe manufacturer’s recommendations. The handling of
pipe shall be done in such a manner that it is not damaged by dragging over sharp
objects or cut by chokers or lifting equipment.
Sections of pipe having been discovered with cuts or gouges in excess of 10% of
the wall thickness of the pipe shall be cut out and removed or the section of pipe
rejected.
7-16.3 Construction Requirements
7-16.3(1) Preparation of Existing Lines
It shall be the responsibility of the Contractor to clean and clear the existing
irrigation lines of obstructions, solids, roots, collapsed pipe, or any other
impediment or material which prevents proper insertion of the sliplining pipe. If
inspection reveals an obstruction that is not at the location of an access pit or new
service connection, the Contractor shall make an excavation to expose and
remove or repair the obstruction. Such excavation shall be approved by the Owner
prior to the commencement of the work.
SP 113 of 123
7-16.3(1)A Cleaning Existing Pipe
The Contractor shall be required to furnish all labor, equipment, appliances, and
materials necessary for cleaning the irrigation system pipes including the removal
of all debris, roots, solids, sand, rock, etc., from the existing irrigation lines.
Existing irrigation mains shall be cleaned using mechanical, hydraulically -
propelled, and/or high velocity cleaning equipment. The cleaning process shall
remove all debris from each irrigation main seg ment. All cleaning equipment and
devices shall be operated by experienced personnel. Satis factory precautions
shall be taken to protect the irrigation mains from damage that might be inflicted
by the improper use of cleaning equipment.
The Contractor shall be responsible for collection and disposal of all materials
collected or accumulated during the cleaning process and shall comply with all
Federal, State, and local environmental and anti-pollution laws, ordinances, codes,
and regulations. Under no circumstances shall materials generated from pipe
cleaning activity be improperly disposed, dumped onto streets or ditches, catch
basins, storm drains, or sanitary sewers.
The Contractor shall be required to demonstrate the performance capabili ties of
cleaning equipment proposed for use on the project. If the results obtained by the
proposed pipe cleaning equipment are not satisfactory, the Contractor shall use
different equipment and/or attachments, as required, to meet the specifications, or
as directed by the Engineer.
7-16.3(1)B Inspect Existing Pipe
The Contractor shall be required to furnish all labor, materials, and equipment
necessary for television inspection and video recording operations.
The Contractor shall provide a DVD recording and logs of the televised inspection
for review by the Engineer a minimum of 72 hours prior to sliplining work. If the
Contractor provides a video recording of such poor quality that it cannot be
properly evaluated, the Contractor shall re-televise as necessary and provide a
video of good quality at no additional cost to the Owner. No sliplining shall take
place until videos have been reviewed by the Engineer and written approval has
been provided to the Contractor.
The television unit shall have the capability of displaying in color, on DVD, pipe
inspection observations such as changes in alignment, pipe defects, sags, points
of root intrusion, offset joints, service connection locations, and any other relevant
physical attributes. Each DVD shall be permanently labeled with the following:
Project Title; date of television inspection; location and size of irrigation main;
SP 114 of 123
street/easement location; name of Contractor; date video submitted; and video
number.
The Contractor shall provide a line diagram area sketch and written log for each
completed segment of televised irrigation main describing the section being
televised, camera direction, position of service connections, description and
location of failures, pipe type and condition, weather conditions, and other
significant observations.
The television inspection equipment shall have an accurate footage counter which
displays on the monitor the exact distance of the camera from the center of the
starting point. A camera with rotating and panning lens capabilities is required.
The camera height shall be centered in the conduit being televised. The speed of
the camera through the conduit shall not exceed 40 feet per minute.
There may be occasions during televised inspection when the camera will be
unable to pass an obstruction. At that time, and prior to proceeding, the Contractor
shall contact the Owner’s inspector. If the length of irrigation main cannot be
televised due to obstruction, the Contractor shall clean the system as necessary.
If, in the opinion of the Owner’s inspector, the obstruction is attributed to blockage
non-removable by cleaning, televising shall be suspended, payment shall be made
based on the actual televised length, and the remaining televising of irrigation
piping shall be continued upon successful correction of the blockage by the
Contractor. No additional payment shall be made for additional setups required
due to obstructions encountered during televising.
No separate payment will be made for any excavations or any other method which
may be required to retrieve video equipment that may have been hung up,
destroyed, and/or lost during the operation.
7-16.3(1)C Obstruction Removal
The Contractor shall be required to remove in entirety all full and partial
obstructions discovered during the cleaning and televis ion inspection work,
including existing service connections, prior to sliplining work.
At existing service connections, the Contractor shall excavate and remove the
existing service connections from the existing irrigation main. If a new service
connection is proposed for the location, the Contractor shall remove a minimum
two (2) foot section of the existing main, centered on the location of the proposed
service connection.
Blockages and obstructions shall be removed using non-intrusive methods where
possible. If the blockage or obstruction cannot be removed using non -intrusive
methods, the Contractor shall excavate and remove the blockage. The Contractor
SP 115 of 123
shall notify the Engineer and receive approval prior to beginning excavation for
blockage.
7-16.3(2)G Service Connections
New irrigation service connections shall be made at locations as shown on the
Plans or as otherwise directed by the Owner. All existing and new service
connections shall be identified and located prior to pipe rehabilitation work. All
existing service connections shall be removed in entirety from the existing main
and all locations requiring new service connection shall be prepared by removing
a minimum of a 2- foot section of the existing main, centered on the location of the
proposed service connection, prior to the pipe rehabilitation work.
The Contractor shall allow a sufficient pipe relaxation period, as recommended by
the pipe manufacturer, but not less than two hours, following the insertion of the
liner pipe prior to completing new service connections.
Service connections shall be Romac style 101S with stainless steel straps and
Ford C86-33 coupling, or approved equal. Service saddles shall provide a 3/4 -
inch service outlet, unless otherwise specified, and shall be suitable for the size
and type of new irrigation main. Holes for services made in the new irrigation main
shall be full circle, made with a hole saw, and match the service size (i.e. 3/4" hole
for 3/4" service, etc.). All service coupons shall be retained. Following sufficient
cooling time, all service saddle connections shall be pressure tested by the
Contractor and approved by the Owner prior to tapping the main, completion of the
service, and backfilling operations.
The Contractor shall verify and confirm new service connections are connected to
the intended private irrigation system using compressed air, or other method as
proposed by the Contractor and approved by the Engineer. The Contractor shall
disconnect existing service lines where new service locations are installed as
shown on the Plans. Where adjacent property owners connected irrigation
services to existing customer service piping, the Contractor shall disconnect these
services as directed by the Engineer.
The Contractor shall record existing service valve position (Open/Closed) on a set
of record drawings prior to removal and the Contractor shall return new valve to
original position after pressure testing and acceptance. These record drawings
shall be provided to the Engineer upon completion of the project.
7-16.3(2)H Leak Testing
Pressure testing HDPE pipe shall be conducted in accordance with ASTM F2164.
All pipes (both PVC and HDPE) shall be filled with water raised to test pressure
and allowed to stabilize. The test pressure shall be 60 psi. The irrigation main
piping shall pass if the final pressure is within 5% of the test pressure for one hour.
SP 116 of 123
Irrigation service piping shall pass if the final test pressure holds for a minimum of
10 minutes. For safety reasons, hydrostatic testing will be the only acceptable
testing method. The Contractor shall maintain a log of all pipe and service testing
completed on the project. At a minimum, the testing log shall indicate the following
parameters: Name of technician, time, test pressure, test duration, and whether
the test passed or failed.
7-16.4 Measurement
No unit of measurement will apply.
7-16.5 Payment
The lump sum contract price for "Irrigation System, Complete" shall be full
compensation for furnishing all labor, materials, tools, equipment and incidentals
necessary to construct a complete irrigation system as shown on the Plans and
specified herein, including trench excavation of all materials regardless of the
nature, trench dewatering, bedding, imported pipe bedding material in the pipe
zone, laying and jointing pipe and fittings, detectable marking tape, raceway
conduit, connections, backfilling and compaction, and restoring facilities destroyed
or damaged during construction. All additional materials and labor not shown on
the Plans or called for herein and which are required to complete the various
systems shall be considered as incidental to the construction and be included in
the lump sum contract price, and no additional compensation shall be allowed.
7-17 SANITARY SEWERS
7-17.1 Description
This section is supplemented with the following:
The term “sewer(s)” and “sanitary sewer(s)” shall mean the same.
7-17.2 Materials
Pipe approved for use on this project shall be as follows:
PVC Sanitary Sewer Pipe: Polyvinyl chloride pipe with flexible gasketed joints
shall conform to the requirements of Section 9 -05.12(1) of the Standard
Specifications.
PVC fittings for sanitary sewer pipe such as wyes, plugs, caps, etc., shall be
flexible gasket joint fittings acceptable for use and connection to PVC pipe.
SP 117 of 123
Detectable Marker Tape: Marker tape shall be a detectable type and shall be
marked "SEWER," and shall conform to Section 9 -15.18 of the Standard
Specifications.
7-17.3 Construction Requirements
7-17.3(2)A General
Delete the first paragraph and replace it with the following:
All sewer pipes and appurtenances shall be cleaned and tested after backfilling
by either the exfiltration or low-pressure air method at the option of the
Contractor. Deflection testing shall be done by pulling a steel mandrel through
the pipe. All testing shall be witnessed by the Engineer.
7-17.3(2)H Television Inspection
Delete the first paragraph and replace it with the following:
All new sewer lines shall be inspected by the Contractor by use of television
camera before final acceptance. The costs incurred for making the television
inspection shall be included in the unit price bid for the various sizes and types
of pipe as found in the Proposal. The Contractor shall notify the Owner and
Engineer a minimum of one week prior to scheduling any television
inspection(s).
The television inspection shall be recorded on a DVD and include logs and a
verbal narrative indicating construction deficiencies, side sewer locations and
other notable items. Each DVD shall be permanently labeled with the Project
Title, Contractor name, date of inspection, location and size of pipe, and video
number. A written log shall also be provided for each segment of pipe that
correlates to the respective video.
The Contractor shall submit one copy of the television inspection DVD and
written logs to the Engineer for review and approval within one week of
completing the inspection.
7-17.4 Measurement
Delete the second paragraph and replace it with the following:
There will be no separate measurement for testing and video inspection
7-17.5 Payment
Delete the second paragraph and replace it with the following:
SP 118 of 123
The unit contract price per linear foot for sewer pipe shall be full compensation
for all labor, materials, tools, and equipment necessary to furnish and install the
PVC pipe and fittings including, but not necessarily limited to, sawcutting,
trench excavation of all materials regardless of the nature, protecting,
stabilizing, and supporting existing utilities, structures, and utility services to
remain, dewatering, pipe zone bedding, laying and jointing the pipe and fittings,
backfill and compaction, adjustment of inverts to manholes, connection to new
and existing manholes including coring and rechanneling manhole , detectable
marking tape, grading and fine grading, testing, video inspection, and removal
and disposal of excess material as shown on the Plans and specified herein.
This section is supplemented with the following:
Payment for all pipe items shall be made as follows: 75% of the unit contract
bid price for materials and initial installation; the next 15% of the unit contract
bid price upon the successful completion of density testing; and the final 10%
of the unit contract bid price upon the completion of pipe testing including
infiltration/exfiltration, deflection, and televising as required.
7-18 SIDE SEWERS
7-18.3 Construction Requirements
7-18.3(1) General
Supplement this section with the following:
Side sewers shall not be backfilled prior to inspection by the Resident Engineer.
All deficiencies shall be corrected as directed by the Engineer prior to the
backfilling and acceptance of the side sewer.
7-18.3(3) Testing
Delete this section and replace it with the following:
Side sewers shall be tested up to the property line, or nearest joint thereto,
simultaneously with the sanitary sewer main, for the required exfiltration test.
The Contractor shall provide all fittings necessary to test the side sewers as
outlined in Section 7-17.3(2) of the Standard Specifications. That segment of
the side sewer between the property line and the building structure may be
tested with the main line, or separately, and the Contractor may install a te e
fitting at the property line to facilitate testing. All necessary test fittings shall be
removed and all openings plugged at the completion of the test.
SP 119 of 123
7-18.3(4) Extending Side Sewers Into Private Property
Supplement this section with the following:
The Contractor shall provide at least a three (3) day notice to a property owner
in advance of when construction will take place on the owner's property, but no
more than a seven (7) day notice.
Side sewer stub ends (future connections) shall be marked with an 18-inch long
section of #4 rebar buried vertically with the top of the rebar set 6-inches below
the finished surface, and 8’x2”x4” treated timber post, 4’ above ground, painted
green.
The Contractor shall use extreme care when working on private property and
minimize the extent of the on-site construction activities. All items damaged
shall be repaired or replaced at no cost to the Contracting Agency or property
Owner.
Prior to excavating for the side sewer, the Contractor shall remove all existing
topsoil to a depth of at least 6 inches and stockpile. After backfilling operations
are complete, the topsoil shall be replaced and all rocks, clods, and other
deleterious materials shall be removed. The ground surface shall be restored
to grade, raked to a uniform surface, and left in a condition ready to accept the
property owner's landscaping improvements. No payment will be made for side
sewer improvements on a given parcel until the Engineer has accepted the final
surface conditions.
7-18.5 Payment
Replace this section with the following:
Payment shall be made in accordance with Section 7-17.5 of these Technical
Specifications.
8-01 EROSION CONTROL AND WATER POLLUTION CONTROL
8-01.3 Construction Requirements
8-01.3(1)B Erosion and Sediment Control (ESC) Lead
Delete the first sentence of the first paragraph and replace it with the following:
When the project includes coverage under a Construction Stormwater General
Permit or when the bid item “ESC Lead” is included in the Unit Price Bid
Proposal, an ESC Lead will be required on the project and the Contractor shall
SP 120 of 123
identify the ESC Lead at the preconstruction conference discussions, and in
the TESC Plan.
Section 8-01.3(1)B is revised to read:
(May 28, 2020)
The Contractor shall identify the ESC Lead at the preconstruction discussions
and in the TESC Plan. The ESC Lead shall have, for the life of the Contract, a
current Certificate of Training in Construction Site Erosion and Sediment
Control from a course approved by the Washington State Department of
Ecology. The ESC Lead must be onsite or on call at all times throughout
construction. The ESC Lead shall be listed on the Emergency Contact List
required under Section 1-05.13(1).
The ESC Lead shall implement the TESC Plan. Implementation shall include,
but is not limited to:
1. Installing, adaptively managing, and maintaining temporary erosion and
sediment control BMPs to assure continued performance of their
intended function. Damaged or inadequate BMPs shall be corrected
immediately.
2. Updating the TESC Plan to reflect current field conditions.
3. Inspecting and reporting on all areas disturbed by construction
activities, all on-site erosion and sediment control BMPs, and all storm
water discharge points every calendar week and within 24 hours of
runoff events in which storm water discharges from the site or as
directed by the Engineer.
4. Submit to the Engineer no later than the end of the next working day
following the inspection a TESC Inspection Report that includes:
a. When, where, and how BMPs were installed, maintained, modified,
and removed.
b. Observations of BMP effectiveness and proper placement.
c. Recommendations for improving future BMP performance with
upgraded or replacement BMPs when inspections reveal TESC
BMP deficiencies.
d. Identify for each discharge point location whether there is
compliance with state water quality standards in WAC 173-201A for
turbidity and pH.
SP 121 of 123
Inspection of temporarily stabilized, or inactive sites may be reduced to once
every calendar month if allowed by the Engineer.
8-01.3(16) Removal
Delete the first sentence of the first paragraph and replace it with the following:
The Contractor shall remove and dispose of all temporary erosion control
BMPs, all associated hardware, and associated accumulated sediment
deposition from the project limits at project physical completion. Removal and
disposal will be a condition of granting physical completion.
8-01.5 Payment
Replace with the following:
All costs to comply with this section shall be considered as incidental work to
the various bid items and no separate payment will be made.
8-04 CURBS, GUTTERS, AND SPILLWAYS
8-04.3 Construction Requirements
8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways
Supplement this section with the following:
Cement concrete traffic curb and gutter constructed on this project shall be as
shown on the Details. Full Height or “Barrier” cement concrete traffic curb and
gutter as shown on the Detail Sheet shall be used on the roadway as shown
on the Plans. Depressed or “Driveway” cement concrete traffic curb and gutter
as shown on the Detail Sheet shall be used at all driveway and wheelchair ramp
locations as shown on the Plans and as directed in the field by the Engineer.
Cement concrete curb and gutter which does not comply with the section
details on the Plans shall be removed and replaced at the Con tractor’s
expense.
A template shall be required to be placed at the back of curb for construction
of driveway transitions from Barrier to Driveway curb and gutter. The template
shall extend from the bottom of curb to the top of the curb, and shall have a
minimum length of 6 feet. The Contractor shall also be required to use a
template at the back of Driveway/Depressed curb and gutter to ensure a
straight and uniform back of curb in conformance with the Details.
SP 122 of 123
The new concrete curb and gutter shall be cured in accordance with Section 5-
05.3(13)A of the Standard Specifications. Application of the curing compound
shall be in accordance with the manufacturer’s recommendations.
First-class workmanship and finish will be required on all portions of concrete
curb and gutter work. Quality of workmanship and finish will be evaluated
continuously and will be based solely upon the judgment of the Engineer. The
Contractor shall be required to construct a minimum 20 linear foot section of
curb and gutter which demonstrates quality which is acceptable by the Owner
and Engineer. This “model” section will be referenced during construction for
comparison to newly poured curb. If at any time it is found that quality is
unacceptable, work shall be immediately stopped, and no additional curb and
gutter shall be placed. Cement concrete curb and gutter which does not comply
with the section details on the Plans, or in the Engineer’s opinion does not
demonstrate first-class workmanship and finish, shall be removed and replaced
at the Contractor's expense. Should the Contractor's equipment or methods
be unable to produce curb and gutter meeting the requirements of the Details
and Specifications, no further curb and gutter construction will be allowed until
corrections have been made to said equipment or methods.
8-04.5 Payment
Supplement this section with the following:
The unit contract price per linear foot for “Cement Conc. Traffic Curb and
Gutter,” shall include steel reinforcement in driveway or catch basins sections.
This unit contract price shall apply to all curb types including barrie r, driveway,
spill, and pedestrian (except pedestrian curb adjacent to curb ramps), and curb
transitions.
8-21 PERMANENT SIGNING
8-21.2 Materials
Supplement this section with the following:
Reflective background sheeting material shall be Type III for regulatory signs
and Type I for all other signs.
Sign posts for permanent traffic control signing shall be 2"x2" 12-gauge
perforated steel tubing. Socket sleeves for the sign post shall be 2 -1/4"x 2-
1/4"x30" 12-gauge perforated steel tubing.
8-21.3 Construction Requirements
Supplement this section with the following:
SP 123 of 123
Socket sleeves for sign posts shall be set in 12" diameter x 12" deep base of
class 3000 cement concrete at finish grade so that erected signs will be plumb
with roadway. The Contractor shall correct any misaligned socket sleeves at
his own expense.
8-21.5 Payment
Supplement this section with the following:
All costs associated with the relocating, furnishing, and installation of traffic
signs shall be included in the lump sum bid item, “Permanent Signing.”
8-22 PAVEMENT MARKING
8-22.1 Description
Supplement this section with the following:
This work includes temporary pavement as described in the Plans.
8-22.5 Payment
Supplement this section with the following:
The lump sum bid price for “Pavement Markings” shall be full compensation for
all labor, tools, equipment, and materials necessary to complete this item of
work in place, including temporary and permanent markings, dimensional
layout in the field, cleaning pavement surfaces, removal of existing pavement
markings required for new markings, and furnishing and installing all markings,
as shown on the Plans. All markings shall be Type A, Liquid Hot Applied
Thermoplastic, unless otherwise approved or noted. Arrows and letters may
be Type B, pre-formed fused thermoplastic.
Wage Rates
Federal Wage Determinations .................................................................................................. WA20200001
WA State Prevailing Wage Rates
Benefit Code Key
Labor & Industries Policy Statement
9/17/2020 beta.SAM.gov | Search
https://beta.sam.gov/wage-determination/WA20200001/11?index=wd&keywords=&is_active=true&sort=-modifiedDate&date_filter_index=0&date_rad…1/39
"General Decision Number: WA20200001 09/11/2020
Superseded General Decision Number: WA20190001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.80 for calendar year 2020 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2020
1 02/14/2020
2 02/28/2020
3 03/06/2020
4 03/13/2020
5 05/01/2020
6 07/03/2020
7 07/10/2020
8 07/24/2020
9 08/07/2020
10 08/14/2020
11 09/11/2020
CARP0003-006 06/01/2018
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM
Counties.
Rates Fringes
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Carpenters:
CARPENTERS..................$ 37.64 16.83
DIVERS TENDERS..............$ 43.73 16.83
DIVERS......................$ 87.73 16.83
DRYWALL.....................$ 37.64 16.83
MILLWRIGHTS.................$ 38.17 16.83
PILEDRIVERS.................$ 38.71 16.83
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET
151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET
Zone Differential (Add up Zone 1 rates):
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
----------------------------------------------------------------
CARP0030-004 06/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM Counties
Rates Fringes
CARPENTER
BRIDGE CARPENTERS...........$ 45.92 16.52
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
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(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
----------------------------------------------------------------
CARP0059-002 06/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian),
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of
120th meridian), KITTITAS (East of 120th meridian), LINCOLN,
OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th
meridian) Counties
Rates Fringes
CARPENTER
GROUP 1.....................$ 35.47 16.88
GROUP 2.....................$ 47.42 18.96
GROUP 3.....................$ 36.66 16.88
GROUP 4.....................$ 36.66 16.88
GROUP 5.....................$ 83.96 16.88
GROUP 6.....................$ 40.23 16.88
GROUP 7.....................$ 41.23 16.88
GROUP 8.....................$ 37.66 16.88
GROUP 9.....................$ 44.23 16.88
CARPENTER & DIVER CLASSIFICATIONS:
GROUP 1: Carpenter
GROUP 2: Millwright, Machine Erector
GROUP 3: Piledriver - includes driving, pulling, cutting,
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placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, Dock, and Wharf carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby
GROUP 8: Assistant Diver Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 45-100 $4.00/PER HOUR
ZONE 3 OVER 100 MILES $6.00/PER HOUR
DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
50-100 feet $2.00 per foot
101-150 feet $3.00 per foot
151-220 feet $4.00 per foot
221 feet and deeper $5.00 per foot
PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:
0-25 feet Free
26-300 feet $1.00 per Foot
SATURATION DIVING:
The standby rate applies until saturation starts. The
saturation diving rate applies when divers are under
pressure continuously until work task and decompression are
complete. the diver rate shall be paid for all saturation
hours.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
HAZMAT PROJECTS:
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Anyone working on a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit"".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
CARP0770-003 06/01/2019
WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES:
CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA
Rates Fringes
CARPENTER
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
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(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
----------------------------------------------------------------
* ELEC0046-001 08/03/2020
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.91 3%+21.46
ELECTRICIAN......................$ 58.78 3%+22.51
----------------------------------------------------------------
* ELEC0048-003 01/01/2020
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and
Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour
Zone 2: 51-70 miles $3.50/hour
Zone 3: 71-90 miles $5.50/hour
Zone 4: Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
----------------------------------------------------------------
ELEC0048-029 01/01/2020
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
----------------------------------------------------------------
ELEC0073-001 01/01/2020
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
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Rates Fringes
CABLE SPLICER....................$ 34.10 16.68
ELECTRICIAN......................$ 36.05 19.23
----------------------------------------------------------------
ELEC0076-002 08/31/2018
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 48.06 23.23
ELECTRICIAN......................$ 43.69 23.10
----------------------------------------------------------------
ELEC0112-005 06/01/2019
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 48.35 21.13
ELECTRICIAN......................$ 46.05 21.06
----------------------------------------------------------------
ELEC0191-003 06/01/2020
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.23 17.73
ELECTRICIAN......................$ 47.95 26.16
----------------------------------------------------------------
ELEC0191-004 06/01/2018
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 40.82 17.63
ELECTRICIAN......................$ 42.45 21.34
----------------------------------------------------------------
ENGI0302-003 06/01/2020
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
Group 1A...................$ 48.41 22.47
Group 1AA..................$ 49.13 22.47
Group 1AAA.................$ 49.83 22.47
Group 1.....................$ 47.70 22.47
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Group 2.....................$ 47.08 22.47
Group 3.....................$ 46.55 22.47
Group 4.....................$ 43.54 22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) - $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle,
Shelton, Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Tower crane over 175 ft
in height, base to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead 6 yards to, but not
including 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9, HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon;
Scrapers-self propelled 45 yards and over; Slipform pavers;
Transporters, all truck or track type
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 44
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power);
Drilling machine; Excavator, shovel, backhoe-3yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant
feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant;
Motor patrol graders-finishing; Piledriver (other than
crane mount); Roto-mill,roto-grinder; Screedman, spreader,
topside operator-Blaw Knox, Cedar Rapids, Jaeger,
Caterpillar, Barbar Green; Scraper-self propelled, hard
tail end dump, articulating off-road equipment-under 45
yards; Subgrade trimmer; Tractors, backhoes-over 75 hp;
Transfer material service machine-shuttle buggy, blaw
knox-roadtec; Truck crane oiler/driver-100 tons and over;
Truck Mount portable conveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A-frame crane over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozers-D-9 and under; Forklift-3000 lbs.
and over with attachments; Horizontal/directional drill
locator; Outside hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
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trucks over 10 tons; Loader-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power plant; Pumps, water; Rigger and Bellman; Roller-other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
HANDLING OF HAZARDOUS WASTE MATERIALS:
Personnel in all craft classifications subject to working
inside a federally designated hazardous perimeter shall be
elgible for compensation in accordance with the following
group schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour.
----------------------------------------------------------------
ENGI0370-002 07/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 28.46 17.25
GROUP 2.....................$ 28.78 17.25
GROUP 3.....................$ 29.39 17.25
GROUP 4.....................$ 29.55 17.25
GROUP 5.....................$ 29.71 17.25
GROUP 6.....................$ 29.99 17.25
GROUP 7.....................$ 30.26 17.25
GROUP 8.....................$ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
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Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher,
Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine;
Pumpman; Rollers, all types on subgrade, including seal and
chip coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator), except when pulled by Dozer with
operable blade; Welding Machine; Crane Oiler-Driver (CLD
required) & Cable Tender, Mucking Machine
GROUP 2: A-frame Truck (single drum); Assistant Refrigeration
Plant (under 1000 ton); Assistant Plant Operator, Fireman
or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement); Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power); Concrete Saw (multiple cut); Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated); Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline);
Hoist, single drum; Loaders (bucket elevators and
conveyors); Longitudinal Float; Mixer (portable-concrete);
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled);
Railroad Power Tamper Operator (self-propelled); Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete); Spreader Box (self-propelled); Straddle Buggy
(Ross & similar on construction job only); Tractor (Farm
type R/T with attachment, except Backhoe); Tugger Operator
GROUP 3: A-frame Truck (2 or more drums); Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton);
Backfillers (Cleveland & similar); Batch Plant & Wet Mix
Operator, single unit (concrete); Belt-Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar);
Bending Machine; Bob Cat (Skid Steer); Boring Machine
(earth); Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar); Bump Cutter (Wayne, Saginau or
similar); Canal Lining Machine (concrete); Chipper (without
crane); Cleaning & Doping Machine (pipeline); Deck
Engineer; Elevating Belt-type Loader (Euclid, Barber Green
& similar); Elevating Grader-type Loader (Dumor, Adams or
similar); Generator Plant Engineers (diesel or electric);
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H or
similar); Spreader Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, Whitman & similar); Curb Extruder (asphalt or
concrete); Drills (churn, core, calyx or diamond);
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist); Loaders (overhead & front-end, under
4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton);
Rubber-tired Skidders (R/T with or without attachments);
Surface Heater & Plant Machine; Trenching Machines (under 7
ft. depth capacity); Turnhead (with re-screening); Vacuum
Drill (reverse circulation drill under 8 inch bit)
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GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes
(25 tons & under), all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons); Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar); Hoe Ram; Piledriving Engineers; Paving (dual
drum); Railroad Track Liner Operaotr (self-propelled);
Refrigeration Plant Engineer (1000 tons & over); Signalman
(Whirleys, Highline Hammerheads or similar); Grade Checker
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade
wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes
& Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units);
Batch & Wet Mix Operator (multiple units, 2 & incl. 4);
Blade Operator (motor patrol & attachments); Cable
Controller (dispatcher); Compactor (self-propelled with
blade); Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons), all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad-Track or similar
equipment; Rollerman (finishing asphalt pavement); Roto
Mill (pavement grinder); Scrapers, all, rubber-tired;
Screed Operator; Shovel(under 3 yds.); Trenching Machines
(7 ft. depth & over); Tug Boat Operator Vactor guzzler,
super sucker; Lime Batch Tank Operator (REcycle Train);
Lime Brain Operator (Recycle Train); Mobile Crusher
Operator (Recycle Train)
GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds
& over); Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Elevating Belt
(Holland type); Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front-end, over 8 yds. to 10 yds.);
Rubber-tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads,
ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform
Trailers (Goldhofer, Shaurerly andSimilar); Ultra High
Pressure Wateriet Cutting Tool System Operator (30,000
psi); Vacuum Blasting Machine Operator
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower), all attachments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over); Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
HAZMAT:
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Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0612-001 09/28/2018
PIERCE County
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 44.44 19.97
GROUP 1AA..................$ 45.09 19.97
GROUP 1AAA.................$ 45.73 19.97
GROUP 1.....................$ 43.79 19.97
GROUP 2.....................$ 43.23 19.97
GROUP 3.....................$ 42.74 19.97
GROUP 4.....................$ 40.01 19.97
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
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under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
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----------------------------------------------------------------
ENGI0612-012 09/28/2018
LEWIS, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 44.44 19.97
GROUP 1AA..................$ 45.09 19.97
GROUP 1AAA.................$ 45.73 19.97
GROUP 1.....................$ 43.79 19.97
GROUP 2.....................$ 43.23 19.97
GROUP 3.....................$ 42.74 19.97
GROUP 4.....................$ 40.01 19.97
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
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under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
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----------------------------------------------------------------
ENGI0701-002 01/01/2018
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 41.65 14.35
GROUP 1A....................$ 43.73 14.35
GROUP 1B....................$ 45.82 14.35
GROUP 2.....................$ 39.74 14.35
GROUP 3.....................$ 38.59 14.35
GROUP 4.....................$ 37.51 14.35
GROUP 5.....................$ 36.27 14.35
GROUP 6.....................$ 33.05 14.35
Zone Differential (add to Zone 1 rates):
Zone 2 - $3.00
Zone 3 - $6.00
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens ""Blast Zone"" shall receive Zone I pay for all
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
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receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Group 1
Concrete Batch Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less
than two hundred and fifty (250) ton; Crane, two hundred
(200) ton through two hundred ninety nine (299) ton with
two hundred foot (200') boom or less (including jib,
inserts and/or attachments); Crane, ninety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200') boom Including jib, inserts and/or attachments);
Crane, Tower Crane with one hundred seventy five foot
(175') tower or less and with less than two hundred foot
(200') jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group 1A
Crane, floating two hundred fifty (250) ton and over; Crane,
two hundred (200) ton through two hundred ninety nine
(299) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Crane, three
hundred (300) ton through three hundred ninety nine (399)
ton; Crane, Tower Crane with over one hundred seventy five
foot (175') tower or over two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in
work radius
Group 1B
Crane, three hundred (300) ton through three hundred ninety
nine (399) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Floating
crane, three hundred fifty (350) ton and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type); Asphalt Roto-Mill, pavement
profiler eight foot (8') lateral cut and over; Auto Grader
or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment
(any type); Bulldozer, over one hundred twenty thousand
(120,000) lbs. and above; Concrete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Slip Form
Paver (Assistant to the Operator required); Crane, Boom
Truck fifty (50) ton and with over one hundred fifty foot
(150') boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton through one hundred ninety nine (199) ton
up to and including two hundred foot (200') of boom
(including jib inserts and/or attachments); Crane, fifty
(50) ton through eighty nine (89) ton with over one hundred
fifty foot (150') boom (including jib inserts and/or
attachments); Crane, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (130,000)
lbs.; Loader one hundred twenty thousand (120,000) lbs. and
above; Remote Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, five (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
Group 3
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Bulldozer, over seventy thousand (70,000) lbs. up to and
including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than
one hundred fifty foot (150') boom; Crane, fifty (50) ton
through eighty nine (89) ton with one hundred fifty foot
(150') boom or less (including jib inserts and/or
attachments); Crane, Shovel, Dragline or Clamshell three
(3) cu. yds. but less than five (5) cu. Yds.; Excavator
over eighty thousand (80,000) lbs. through one hundred
thirty thousand (130,000) lbs.; Loader sixty thousand
(60,000) lbs. and less than one hundred twenty thousand
(120,000) lbs.
Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement
profiler, under eight foot (8') lateral cut; Asphalt,
Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including
twenty thousand (20,000) lbs. with any attachments; Blade
(any type); Boatman; Boring Machine; Bulldozer over twenty
thousand (20,000) lbs. and more than one hundred (100)
horse up to seventy thousand (70,000) lbs.; Cable-Plow (any
type); Cableway up to twenty five (25) ton; Cat Drill (John
Henry); Chippers; Compactor, multi-engine; Compactor,
Robotic; Compactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twenty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
similar types; Crane, Derrick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30)
ton; Crane, under fifty (50) ton; Crane, Quick Tower under
one hundred foot (100') in height and less than one hundred
fifty foot (150') jib (on rail included); Diesel-Electric
Engineer (Plant or Floating); Directional Drill over twenty
thousand (20,000) lbs. pullback; Drill Cat Operator; Drill
Doctor and/or Bit Grinder; Driller, Percussion, Diamond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20,000) lbs. through eighty thousand
(80,000) lbs.; Generator Operator; Grade-all; Guardrail
Machines, i.e. punch, auger, etc.; Hammer Operator
(Piledriver); Hoist, stiff leg, guy derrick or similar
type, fifty (50) ton and over; Hoist, two (2) drums or
more; Hydro Axe (loader mounted or similar type); Jack
Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five
thousand (25,000) lbs. and less than sixty thousand
(60,000) lbs.; Log Skidders; Piledriver Operator (not crane
type); Pipe, Bending, Cleaning, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired
Dozers and Pushers; Scraper, all types; Side-Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or similar
type); Surface Heater and Planer; Tractor, rubber-tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3') depth and deeper; Tub Grinder (used for wood debris);
Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
Group 5
Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt
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mix); Asphalt, Roto-Mill pavement profiler ground man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one
hundred (100) horse or less; Cement Pump; Chip Spreading
Machine; Churn Drill and Earth Boring Machine; Compactor,
self-propelled without blade; Compressor, (any power) one
thousand two hundred fifty (1,250) cu. ft. and over, total
capacity; Concrete, Batch Plant Quality control; Concrete,
Combination Mixer and compressor operator, gunite work;
Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb
and Gutter; Concrete, Finishing Machine; Concrete, Grouting
Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any
capacity; Concrete, Paving Machine eight foot (8') or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumpcrete Operator (any type); Concrete, Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type lifting
device, five (5) ton capacity or less; Drill, Directional
type less than twenty thousand (20,000) lbs. pullback; Fork
Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist
Operator, single drum; Hydraulic Backhoe track type up to
and including twenty thousand (20,000) lbs.; Hydraulic
Backhoe wheel type (any make); Laser Screed; Loaders,
rubber-tired type, less than twenty five thousand (25,000)
lbs.; Pavement Grinder and/or Grooving Machine (riding
type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer
or similar types; Pump Operator, more than five (5) pumps
(any size); Rail, Ballast Compactor, Regulator, or Tamper
machines; Service Oiler (Greaser); Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywheel and under;
Trenching Machine Operator, maximum digging capacity three
foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck
Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard);
Broom, self-propelled; Compressor Operator (any power)
under 1,250 cu. ft. total capacity; Concrete Curing Machine
(riding type); Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump
(any power); Rail, Brakeman, Switchman, Motorman; Rail,
Tamping Machine, mechanical, self-propelled; Rigger; Roller
grading (not asphalt); Truck, Crane Oiler-Driver
----------------------------------------------------------------
IRON0014-005 07/01/2019
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
----------------------------------------------------------------
IRON0029-002 05/01/2018
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CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER.......................$ 37.00 27.87
----------------------------------------------------------------
IRON0086-002 07/01/2019
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
----------------------------------------------------------------
IRON0086-004 07/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER.......................$ 42.35 29.56
----------------------------------------------------------------
LABO0238-004 06/01/2020
PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th
Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates Fringes
LABORER (PASCO)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
LABORER (SPOKANE)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
maintenance of barricades, signs and relief of flagperson);
Window Washer/Cleaner (detail cleanup, such as, but not
9/17/2020 beta.SAM.gov | Search
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limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumpcrete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material);
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); Miner, Class ""A"" (to include
all bull gang, concrete crewman, dumpman and pumpcrete
crewman, including distributing pipe, assembly & dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel); Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (water nozzle); Timber Bucker and Faller (by
hand); Track Laborer (RR); Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
GROUP 3: Asphalt Roller, walking; Cement Finisher Tender;
Concrete Saw, walking; Demolition Torch; Dope Pot Firemen,
non-mechanical; Driller Tender (when required to move and
position machine); Form Setter, Paving; Grade Checker using
level; Hazardous Waste Worker, Level C (uses a chemical
""splash suit"" and air purifying respirator); Jackhammer
Operator; Miner, Class ""B"" (to include brakeman, finisher,
vibrator, form setter); Nozzleman (to include squeeze and
flo-crete nozzle); Nozzleman, water, air or steam; Pavement
Breaker (under 90 lbs.); Pipelayer, corrugated metal
culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy
Operator; Power Tool Operator, gas, electric, pneumatic;
Railroad Equipment, power driven, except dual mobile power
spiker or puller; Railroad Power Spiker or Puller, dual
mobile; Rodder and Spreader; Tamper (to include operation
of Barco, Essex and similar tampers); Trencher, Shawnee;
Tugger Operator; Wagon Drills; Water Pipe Liner;
Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush
Machine (to include horizontal construction joint cleanup
brush machine, power propelled); Caisson Worker, free air;
Chain Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high);
Gunite (to include operation of machine and nozzle);
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical ""splash suit""); High Scaler;
Laser Beam Operator (to include grade checker and elevation
control); Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels);
Monitor Operator (air track or similar mounting); Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
1,200 lbs., jet blast machine power propelled, sandblast
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
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include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer); Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line);
Miner Class ""D"", (to include raise and shaft miner, laser
beam operator on riases and shafts)
----------------------------------------------------------------
LABO0238-006 06/01/2019
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA,
WHITMAN
Rates Fringes
Hod Carrier......................$ 27.95 12.90
----------------------------------------------------------------
LABO0242-003 06/01/2020
KING COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.35
GROUP 2A....................$ 31.82 12.35
GROUP 3.....................$ 39.81 12.35
GROUP 4.....................$ 40.77 12.35
GROUP 5.....................$ 41.43 12.35
Group 6.....................$ 41.43 12.35
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
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Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
Group 6: Miner
----------------------------------------------------------------
LABO0252-010 06/01/2020
CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC
(EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
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GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Groutmen (pressure)
including post tension beams; Hazardous Waste Worker (Level
B: uses same respirator protection as Level A. A supplied
air line is provided in conjunction with a chemical ""splash
suit""); Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
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concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Grade Checker and Transit Person; High Scaler; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
----------------------------------------------------------------
LABO0292-008 06/01/2020
ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
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GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
----------------------------------------------------------------
LABO0335-001 06/01/2020
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1....................$ 34.93 12.44
GROUP 2....................$ 35.65 12.44
GROUP 3....................$ 36.20 12.44
GROUP 4....................$ 36.66 12.44
GROUP 5....................$ 31.93 12.44
GROUP 6....................$ 29.01 12.44
GROUP 7....................$ 25.14 12.44
Zone Differential (Add to Zone 1 rates):
Zone 2 $ 0.65
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Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Median Rail Reference Post, Guide Post,
Right of Way Marker; Fine Graders; Fire Watch; Form
Strippers (not swinging stages); General Laborers;
Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); Weight-Man- Crusher
(aggregate when used)
GROUP 2: Applicator (including pot power tender for same),
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw); Burners; Choker Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc.); Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime); Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet);
Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber-mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring-down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen;
Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor
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Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls);
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
----------------------------------------------------------------
LABO0335-019 06/01/2020
Rates Fringes
Hod Carrier......................$ 34.93 12.44
----------------------------------------------------------------
LABO0348-003 06/01/2020
CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA
COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 23.68 12.44
GROUP 2.....................$ 27.17 12.44
GROUP 3.....................$ 29.74 12.44
GROUP 4.....................$ 30.46 12.44
GROUP 5.....................$ 30.99 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
9/17/2020 beta.SAM.gov | Search
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GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
----------------------------------------------------------------
PAIN0005-002 07/01/2020
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH),
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS....................$ 31.90 17.23
----------------------------------------------------------------
PAIN0005-004 03/01/2009
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CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
PAINTER..........................$ 20.82 7.44
----------------------------------------------------------------
* PAIN0005-006 07/01/2018
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
Rates Fringes
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting............$ 30.19 11.71
Over 30'/Swing Stage Work..$ 22.20 7.98
Brush, Roller, Striping,
Steam-cleaning and Spray....$ 22.94 11.61
Lead Abatement, Asbestos
Abatement...................$ 21.50 7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
----------------------------------------------------------------
PAIN0055-003 07/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
PAINTER
Brush & Roller..............$ 25.14 12.90
Spray and Sandblasting......$ 25.14 12.90
All high work over 60 ft. = base rate + $0.75
----------------------------------------------------------------
PAIN0055-006 03/01/2020
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRIPER.....................$ 35.87 13.40
----------------------------------------------------------------
PLAS0072-004 06/01/2020
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
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COUNTIES
Rates Fringes
CEMENT MASON/CONCRETE FINISHER
ZONE 1......................$ 31.30 15.53
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528-001 06/01/2020
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON................$ 45.80 18.54
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE.......$ 46.30 18.54
TROWELING MACHINE OPERATOR
ON COMPOSITION..............$ 46.30 18.54
----------------------------------------------------------------
PLAS0555-002 07/01/2019
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates Fringes
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 37.32 18.77
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD............$ 36.58 18.77
CEMENT MASONS...............$ 35.85 18.77
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 36.58 18.77
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
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respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
----------------------------------------------------------------
TEAM0037-002 06/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Truck drivers:
ZONE 1
GROUP 1....................$ 29.08 15.27
GROUP 2....................$ 29.20 15.27
GROUP 3....................$ 29.34 15.27
GROUP 4....................$ 29.62 15.27
GROUP 5....................$ 29.85 15.27
GROUP 6....................$ 30.03 15.27
GROUP 7....................$ 30.24 15.27
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated); Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site); Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated); Pilot Car; Pickup Truck; Solo
Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
Slurry Truck Driver or Leverman; Tireman
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GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site); Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3,000 to 5,000 gallons
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds.; Truck
Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
----------------------------------------------------------------
* TEAM0174-001 06/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP 1:...................$ 40.38 20.46
GROUP 2:...................$ 39.54 20.46
GROUP 3:...................$ 36.73 20.46
GROUP 4:...................$ 31.76 20.46
GROUP 5:...................$ 39.93 20.46
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ZONE B (25-45 miles from center of listed cities*): Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*): Add
$1.00 per hour to Zone A rates.
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SHELTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNSEND ABERDEEN BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - ""A-frame or Hydralift"" trucks and Boom trucks or
similar equipment when ""A"" frame or ""Hydralift"" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four-Wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck-3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber-tired)(when used within Teamster jurisdiction);
Vacuum truck; Water Wagon and Tank trucks-less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
HAZMAT PROJECTS
Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
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the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit.""
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
TEAM0690-004 01/01/2019
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (AREA 1:
SPOKANE ZONE CENTER: Adams,
Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln,
Okanogan, Pen Oreille,
Spokane, Stevens, and Whitman
Counties
AREA 1: LEWISTON ZONE CENTER:
Asotin, Columbia, and
Garfield Counties
AREA 2: PASCO ZONE CENTER:
Benton, Franklin, Walla Walla
and Yakima Counties)
AREA 1:
GROUP 1....................$ 23.91 17.40
GROUP 2....................$ 26.18 17.40
GROUP 3....................$ 26.68 17.40
GROUP 4....................$ 27.01 17.40
GROUP 5....................$ 27.12 17.40
GROUP 6....................$ 27.29 17.40
GROUP 7....................$ 27.82 17.40
GROUP 8....................$ 28.18 17.40
AREA 2:
GROUP 1....................$ 26.05 17.40
GROUP 2....................$ 28.69 17.40
GROUP 3....................$ 28.80 17.40
GROUP 4....................$ 29.13 17.40
GROUP 5....................$ 29.24 17.40
GROUP 6....................$ 29.24 17.40
GROUP 7....................$ 29.78 17.40
GROUP 8....................$ 30.10 17.40
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
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Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under); Leverperson (loading trucks at bunkers); Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar); Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds.);
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.); Warehouseperson (to include
shipping & receiving); Wrecker & Tow Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under);
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds.); Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.);
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi-end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds.); Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.); Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer); Transit Mixers & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons);
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
or additional protective clothing.
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LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
NOTE:
Trucks Pulling Equipment Trailers: shall receive $.15/hour
over applicable truck rate
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
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005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
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Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION"
9/29/2020 about:blank
about:blank 1/20
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: 10/27/2020
County Trade Job Classification Wage Holiday Overtime Note *Risk
Class
Franklin Asbestos Abatement Workers Journey Level $42.54 5D 1H View
Franklin Boilermakers Journey Level $69.29 5N 1C View
Franklin Brick Mason Journey Level $51.84 5A 1M View
Franklin Building Service Employees Janitor $13.50 1 View
Franklin Building Service Employees Shampooer $13.50 1 View
Franklin Building Service Employees Waxer $13.50 1 View
Franklin Building Service Employees Window Cleaner $13.50 1 View
Franklin Cabinet Makers (In Shop)Journey Level $13.50 1 View
Franklin Carpenters Acoustical Worker $49.27 7E 4X 8N View
Franklin Carpenters Bridge, Dock & Wharf
Carpenter
$50.53 7E 4X 8N View
Franklin Carpenters Floor Layer & Floor Finisher $49.27 7E 4X 8N View
Franklin Carpenters Form Builder $49.27 7E 4X 8N View
Franklin Carpenters General Carpenter $49.27 7E 4X 8N View
Franklin Carpenters Heavy Construction Carpenter $54.48 7E 4X 9E View
Franklin Carpenters Scaffold/Shoring Erecting &
Dismantling
$54.48 7E 4X 8N View
Franklin Cement Masons Journey Level $46.83 7B 1N View
Franklin Divers & Tenders Assistant Tender $56.73 7E 4X View
Franklin Divers & Tenders Dive Supervisors $104.98 7E 4X View
Franklin Divers & Tenders Diver $103.48 7E 4X 8V View
Franklin Divers & Tenders Diver on Standby $60.42 7E 4X View
Franklin Divers & Tenders Diver Tender $59.42 7E 4X View
Franklin Divers & Tenders Diving Master $70.53 7E 4X View
Franklin Divers & Tenders Manifold Operator $59.42 7E 4X View
Franklin Divers & Tenders Manifold Operator Mixed Gas $63.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Operator
$59.42 7E 4X View
Franklin Divers & Tenders Remote Operated Vehicle
Tender/Technician
$56.73 7E 4X View
Franklin Divers & Tenders Surface RCV & ROV Operator $59.42 7E 4X View
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Franklin Dredge Workers Assistant Engineer $70.62 5D 3F View
Franklin Dredge Workers Assistant Mate (Deckhand)$70.07 5D 3F View
Franklin Dredge Workers Boatmen $70.62 5D 3F View
Franklin Dredge Workers Engineer Welder $71.97 5D 3F View
Franklin Dredge Workers Leverman, Hydraulic $73.41 5D 3F View
Franklin Dredge Workers Mates $70.62 5D 3F View
Franklin Dredge Workers Oiler $70.07 5D 3F View
Franklin Drywall Applicator Journey Level $49.27 7E 4X 8N View
Franklin Drywall Tapers Journey Level $44.38 7E 1P View
Franklin Electrical Fixture Maintenance
Workers
Journey Level $13.50 1 View
Franklin Electricians - Inside Cable Splicer $69.59 5A 1E View
Franklin Electricians - Inside Journey Level $67.22 5A 1E View
Franklin Electricians - Inside Welder $71.97 5A 1E View
Franklin Electricians - Motor Shop Craftsman $15.37 1 View
Franklin Electricians - Motor Shop Journey Level $14.69 1 View
Franklin Electricians - Powerline
Construction
Cable Splicer $82.39 5A 4D View
Franklin Electricians - Powerline
Construction
Certified Line Welder $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Groundperson $49.17 5A 4D View
Franklin Electricians - Powerline
Construction
Heavy Line Equipment
Operator
$75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Journey Level Lineperson $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Line Equipment Operator $64.54 5A 4D View
Franklin Electricians - Powerline
Construction
Meter Installer $49.17 5A 4D 8W View
Franklin Electricians - Powerline
Construction
Pole Sprayer $75.64 5A 4D View
Franklin Electricians - Powerline
Construction
Powderperson $56.49 5A 4D View
Franklin Electronic Technicians Journey Level $44.21 5I 1B View
Franklin Elevator Constructors Mechanic $97.31 7D 4A View
Franklin Elevator Constructors Mechanic In Charge $105.06 7D 4A View
Franklin Fabricated Precast Concrete
Products
Journey Level $13.50 1 View
Franklin Fabricated Precast Concrete
Products
Journey Level - In-Factory
Work Only
$13.50 1 View
Franklin Fence Erectors Fence Erector $42.54 7B 1M 8Z View
Franklin Fence Erectors Fence Erector $42.54 7B 1M 8Z View
Franklin Flaggers Journey Level $40.44 7B 1M 8Z View
Franklin Glaziers Journey Level $33.46 7L 4L View
Franklin Heat & Frost Insulators And
Asbestos Workers
Journey Level $55.24 5K 1U View
Franklin Heating Equipment Mechanics Journey Level $66.06 5A 1X View
Franklin Hod Carriers & Mason Tenders Journey Level $43.39 7B 1M 8Z View
Franklin Industrial Power Vacuum Journey Level $13.50 1 View
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Cleaner
Franklin Inland Boatmen Journey Level $13.50 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Cleaner Operator, Foamer
Operator
$13.50 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Grout Truck Operator $13.50 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Head Operator $13.50 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Technician $13.50 1 View
Franklin Inspection/Cleaning/Sealing Of
Sewer & Water Systems By
Remote Control
Tv Truck Operator $13.50 1 View
Franklin Insulation Applicators Journey Level $49.27 7E 4X 8N View
Franklin Ironworkers Journeyman $64.91 7N 1O View
Franklin Laborers Air And Hydraulic Track Drill $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Raker $43.08 7B 1M 8Z View
Franklin Laborers Asphalt Roller, Walking $42.81 7B 1M 8Z View
Franklin Laborers Brick Pavers $42.54 7B 1M 8Z View
Franklin Laborers Brush Hog Feeder $42.54 7B 1M 8Z View
Franklin Laborers Brush Machine $43.08 7B 1M 8Z View
Franklin Laborers Caisson Worker, Free AIr $43.08 7B 1M 8Z View
Franklin Laborers Carpenter Tender $42.54 7B 1M 8Z View
Franklin Laborers Cement Finisher Tender $42.81 7B 1M 8Z View
Franklin Laborers Cement Handler $42.54 7B 1M 8Z View
Franklin Laborers Chain Saw Operator & Faller $43.08 7B 1M 8Z View
Franklin Laborers Clean-up Laborer $42.54 7B 1M 8Z View
Franklin Laborers Compaction Equipment $42.81 7B 1M 8Z View
Franklin Laborers Concrete Crewman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Saw, Walking $42.81 7B 1M 8Z View
Franklin Laborers Concrete Signalman $42.54 7B 1M 8Z View
Franklin Laborers Concrete Stack $43.08 7B 1M 8Z View
Franklin Laborers Confined Space Attendant $42.54 7B 1M 8Z View
Franklin Laborers Crusher Feeder $42.54 7B 1M 8Z View
Franklin Laborers Demolition $42.54 7B 1M 8Z View
Franklin Laborers Demolition Torch $42.81 7B 1M 8Z View
Franklin Laborers Dope Pot Fireman, Non-
mechanical
$42.81 7B 1M 8Z View
Franklin Laborers Driller Helper (when Required
To Move & Position Machine)
$42.81 7B 1M 8Z View
Franklin Laborers Drills With Dual Masts $43.36 7B 1M 8Z View
Franklin Laborers Dry Stack Walls $42.54 7B 1M 8Z View
Franklin Laborers Dumpman $42.54 7B 1M 8Z View
Franklin Laborers Erosion Control Laborer $42.54 7B 1M 8Z View
Franklin Laborers Final Detail Cleanup (i.e,
Dusting, Vacuuming, Window
$40.44 7B 1M 8Z View
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Cleaning; Not Construction
Debris Cleanup)
Franklin Laborers Firewatch $42.54 7B 1M 8Z View
Franklin Laborers Form Cleaning Machine Feeder,
Stacker
$42.54 7B 1M 8Z View
Franklin Laborers Form Setter, Paving $42.81 7B 1M 8Z View
Franklin Laborers General Laborer $42.54 7B 1M 8Z View
Franklin Laborers Grade Checker $45.07 7B 1M 8Z View
Franklin Laborers Grout Machine Header Tender $42.54 7B 1M 8Z View
Franklin Laborers Guard Rail $42.54 7B 1M 8Z View
Franklin Laborers Gunite $43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
A)
$43.36 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
B)
$43.08 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
C)
$42.81 7B 1M 8Z View
Franklin Laborers Hazardous Waste Worker (level
D)
$42.54 7B 1M 8Z View
Franklin Laborers Hdpe Or Similar Liner Installer $42.54 7B 1M 8Z View
Franklin Laborers High Scaler $43.08 7B 1M 8Z View
Franklin Laborers Jackhammer Operator Miner,
Class "b"
$42.81 7B 1M 8Z View
Franklin Laborers Laser Beam Operator $43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "a"$42.54 7B 1M 8Z View
Franklin Laborers Miner, Class "c"$43.08 7B 1M 8Z View
Franklin Laborers Miner, Class "d"$43.36 7B 1M 8Z View
Franklin Laborers Monitor Operator, Air Track Or
Similar Mounting
$43.08 7B 1M 8Z View
Franklin Laborers Mortar Mixer $43.08 7B 1M 8Z View
Franklin Laborers Nipper $42.54 7B 1M 8Z View
Franklin Laborers Nozzleman $43.08 7B 1M 8Z View
Franklin Laborers Nozzleman, Water (to Include
Fire Hose), Air Or Steam
$42.81 7B 1M 8Z View
Franklin Laborers Pavement Breaker, 90 Lbs. &
Over
$43.08 7B 1M 8Z View
Franklin Laborers Pavement Breaker, Under 90
Lbs.
$42.81 7B 1M 8Z View
Franklin Laborers Pipelayer $43.08 7B 1M 8Z View
Franklin Laborers Pipelayer, Corrugated Metal
Culvert And Multi-plate.
$42.81 7B 1M 8Z View
Franklin Laborers Pipewrapper $43.08 7B 1M 8Z View
Franklin Laborers Plasterer Tenders $43.08 7B 1M 8Z View
Franklin Laborers Pot Tender $42.81 7B 1M 8Z View
Franklin Laborers Powderman $44.73 7B 1M 8Z View
Franklin Laborers Powederman Helper $42.81 7B 1M 8Z View
Franklin Laborers Power Buggy Operator $42.81 7B 1M 8Z View
Franklin Laborers Power Tool Operator, Gas,
Electric, Pneumatic
$42.81 7B 1M 8Z View
Franklin Laborers Railroad Equipment, Power $42.81 7B 1M 8Z View
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Driven, Except Dual Mobile
Franklin Laborers Railroad Power Spiker Or
Puller, Dual Mobile
$42.81 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator $43.36 7B 1M 8Z View
Franklin Laborers Remote Equipment Operator
(i.e Compaction And
Demolition)
$42.81 7B 1M 8Z View
Franklin Laborers Rigger/signal Person $42.81 7B 1M 8Z View
Franklin Laborers Riprap Person $42.54 7B 1M 8Z View
Franklin Laborers Rodder & Spreader $42.81 7B 1M 8Z View
Franklin Laborers Sandblast Tailhoseman $42.54 7B 1M 8Z View
Franklin Laborers Scaffold Erector, Wood Or
Steel
$42.54 7B 1M 8Z View
Franklin Laborers Stake Jumper $42.54 7B 1M 8Z View
Franklin Laborers Structural Mover $42.54 7B 1M 8Z View
Franklin Laborers Tailhoseman (water Nozzle)$42.54 7B 1M 8Z View
Franklin Laborers Timber Bucker & Faller (by
Hand)
$42.54 7B 1M 8Z View
Franklin Laborers Track Laborer (rr)$42.54 7B 1M 8Z View
Franklin Laborers Traffic Control Laborer $40.44 7B 1M 9D View
Franklin Laborers Traffic Control Supervisor $41.44 7B 1M 9E View
Franklin Laborers Trencher, Shawnee $42.81 7B 1M 8Z View
Franklin Laborers Trenchless Technology
Technician
$43.08 7B 1M 8Z View
Franklin Laborers Truck Loader $42.54 7B 1M 8Z View
Franklin Laborers Tugger Operator $42.81 7B 1M 8Z View
Franklin Laborers Vibrators, All $43.08 7B 1M 8Z View
Franklin Laborers Wagon Drills $42.81 7B 1M 8Z View
Franklin Laborers Water Pipe Liner $42.81 7B 1M 8Z View
Franklin Laborers Welder, Electrical, Manual Or
Automatic (hdpe Or Similar
Pipe And Liner)
$43.36 7B 1M 8Z View
Franklin Laborers Well-point Person $42.54 7B 1M 8Z View
Franklin Laborers Wheelbarrow, Power Driven $42.81 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
General Laborer & Topman $42.54 7B 1M 8Z View
Franklin Laborers - Underground Sewer
& Water
Pipe Layer $43.08 7B 1M 8Z View
Franklin Landscape Construction Landscape Laborer $40.44 7B 1M 9D View
Franklin Landscape Construction Landscape Operator $48.95 7B 4W 9A View
Franklin Landscape Maintenance Groundskeeper $15.09 1 View
Franklin Lathers Journey Level $49.27 7E 4X 8N View
Franklin Marble Setters Journey Level $51.84 5A 1M View
Franklin Metal Fabrication (In Shop)Fitter $13.50 1 View
Franklin Metal Fabrication (In Shop)Laborer $13.50 1 View
Franklin Metal Fabrication (In Shop)Machine Operator $13.50 1 View
Franklin Metal Fabrication (In Shop)Painter $13.50 1 View
Franklin Metal Fabrication (In Shop)Welder $13.50 1 View
Franklin Millwright Journey Level $66.83 7E 4X 8N View
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Franklin Modular Buildings Journey Level $13.50 1 View
Franklin Painters Commercial Painter $36.87 6Z 1W View
Franklin Painters Industrial Painter $45.37 6Z 1W 9D View
Franklin Pile Driver General Pile Driver $50.53 7E 4X 8N View
Franklin Pile Driver Heavy Construction Pile Driver $55.73 7E 4X 9E View
Franklin Plasterers Journey Level $46.51 7K 1N View
Franklin Playground & Park Equipment
Installers
Journey Level $13.50 1 View
Franklin Plumbers & Pipefitters Journey Level $85.00 6Z 1Q View
Franklin Power Equipment Operators A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators A-frame Truck (single Drum)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw & Under)$49.11 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Backhoe (over 110,000 Gw)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Batch Plant (over 4 Units)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators Belt Loader (kocal Or Similar)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
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Franklin Power Equipment Operators Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Blower Operator (cement)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators Bob Cat (skid Steer)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Boom Cats (side)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (earth)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Carrydeck & Boom Truck
(under 25 Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Concrete Saw (multiple Cut)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
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Franklin Power Equipment Operators Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Crusher Feeder $47.86 7B 4W 9A View
Franklin Power Equipment Operators Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt (holland Type)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators Fork Lift Or Lumber Stacker,$48.18 7B 4W 9A View
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Hydra-life & Similar
Franklin Power Equipment Operators Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Gin Trucks (pipeline)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Mixer (portable - Concrete)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators Mobile Crusher Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Pavement Breaker, Hydra-$48.18 7B 4W 9A View
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hammer & Similar
Franklin Power Equipment Operators Paving (dual Drum)$49.11 7B 4W 9A View
Franklin Power Equipment Operators Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators Pump (grout Or Jet)$48.79 7B 4W 9A View
Franklin Power Equipment Operators Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators Roto Mill (pavement Grinder)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Scrapers
(multiple Engine With Three Or
More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Rubber-tired Skidders (r/t
With Or Without Attachments)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Shovels (3 Yds. & Over)$49.66 7B 4W 9A View
Franklin Power Equipment Operators Shovels (under 3 Yds.)$49.39 7B 4W 9A View
Franklin Power Equipment Operators Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Box (self-propelled)$48.18 7B 4W 9A View
Franklin Power Equipment Operators Spreader Machine $48.79 7B 4W 9A View
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Franklin Power Equipment Operators Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators Turnhead (with Re-screening)$48.95 7B 4W 9A View
Franklin Power Equipment Operators Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators Welding Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (2 Or More
Drums)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
A-frame Truck (single Drum)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Asphalt Plant Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Plant Operator,
Fireman Or Pugmixer (asphalt)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant &
Chiller Operator (over 1000
Ton)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Assistant Refrigeration Plant
(under 1000 Ton)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Automatic Subgrader (ditches
& Trimmers)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backfillers (cleveland &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe & Hoe Ram (under
3/4 Yd.)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw & Under)$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (45,000 Gw To
110,000 Gw)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoe (over 110,000 Gw)$49.66 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3 Yds &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Backhoes & Hoe Ram (3/4 Yd.
To 3 Yd.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bagley Or Stationary Scraper $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch & Wet Mix Operator
(multiple Units, 2 & Incl. 4)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant & Wet Mix
Operator, Single Unit
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Batch Plant (over 4 Units)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Finishing Machine $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt Loader (kocal Or Similar)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Belt-crete Conveyors With
Power Pack Or Similar
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bending Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bit Grinders $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade (finish & Bluetop),
Automatic, Cmi, Abc, Finish
Athey & Huber & Similar When
Used As Automatic
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blade Operator (motor Patrol
& Attachments)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Blower Operator (cement)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boat Operator $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bob Cat (skid Steer)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bolt Threading Machine $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boom Cats (side)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (earth)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Boring Machine (Rock Under 8
inch Bit - Quarry Master, Joy
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Bump Cutter (wayne, Saginau
Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Controller
(dispatcher)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cableway Operators $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Canal Lining Machine
(concrete)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Carrydeck & Boom Truck $49.11 7B 4W 9A View
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Underground Sewer & Water (under 25 Tons)
Franklin Power Equipment Operators-
Underground Sewer & Water
Cement Hog $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Chipper (without Crane)
Cleaning & Doping Machine
(pipeline)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Clamshell, Dragline $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compactor (self-propelled
With Blade)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressor (2000 Cfm Or
Over, 2 Or More, Gas Diesel Or
Electric Power)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Compressors (under 2000 Cfm,
Gas, Diesel Or Electric Power)
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Cleaning /
Decontamination Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pump Boon Truck $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Pumps (squeeze-
crete, Flow-crete, Whitman &
Similar)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Saw (multiple Cut)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Concrete Slip Form Paver $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Conveyor Aggregate Delivery
Systems (c.a.d.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crane Oiler- Driver (cdl
Required) & Cable Tender,
Mucking Machine
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (100 to 299 Tons) And
All Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$51.26 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons & Under), All
Attachments Incl. Clamshell,
Dragline
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (25 Tons To And
Including 45 Tons), All
Attachments Incl. Clamshell,
Dragline
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (300 Tons and Over)
And All Climbing, Overhead,
Rail & Tower. All Attachments
Incl.
$51.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (45 Tons To 85 Tons),
All Attachments Incl.
Clamshell And Dragline
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Cranes (86 to 99 Tons) And All
Climbing, Overhead, Rail &
Tower. All Attachments Incl.
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher Feeder $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Crusher, Grizzle & Screening
Plant Operator
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Curb Extruder (asphalt Or
Concrete)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Deck Hand $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (65 Tons &
Over)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Derricks & Stifflegs (under 65
Tons)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Distributor Leverman $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ditch Witch Or Similar $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dope Pots (power Agitated $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractor (up To D-6 Or
Equivalent) And Traxcavator
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer / Tractors (d-6 &
Equivalent & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Dozer, 834 R/t & Similar $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drill Doctor $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Driller Licensed $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drillers Helper $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drilling Equipment (8 inch Bit
& Over - Robbins, Reverse
Circulation & Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Drills (churn, Core, Calyx Or
Diamond)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt (holland Type)$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Belt-type Loader
(euclid, Barber Green &
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevating Grader-type Loader
(dumor, Adams Or Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Elevator Hoisting Materials $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Equipment Serviceman,
Greaser & Oiler
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fireman & Heater Tender $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Fork Lift Or Lumber Stacker,
Hydra-life & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Generator Plant Engineers
(diesel Or Electric)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-Gin Trucks (pipeline)$48.18 7B 4W 9A View
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Underground Sewer & Water
Franklin Power Equipment Operators-
Underground Sewer & Water
Grade Checker $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Gunite Combination Mixer &
Compressor
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Mechanic $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
H.d. Welder $49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Heavy Equipment Robotics
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helicopter Pilot $50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Helper, Mechanic Or Welder,
H.D
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoe Ram $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist (2 Or More Drums Or
Tower Hoist)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hoist, Single Drum $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydraulic Platform Trailers
(goldhofer, Shaurerly And
Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Hydro-seeder, Mulcher,
Nozzleman
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Batch Tank Operator
(recycle Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Lime Brain Operator (recycle
Train)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader (360 Degrees Revolving
Koehring Scooper Or Similar)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loader Operator (front-end &
Overhead, 4 Yds. Incl. 8 Yds.)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (bucket Elevators And
Conveyors)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Over 8 Yds. To 10 Yds.)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead & Front-
end, Under 4 Yds.. R/t)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Loaders (overhead And Front-
end, 10 Yds. & Over)
$50.76 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Locomotive Engineer $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Longitudinal Float $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Master Environmental
Maintenance Technician
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixer (portable - Concrete)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Mixermobile $48.79 7B 4W 9A View
Franklin Power Equipment Operators-Mobile Crusher Operator $49.39 7B 4W 9A View
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Underground Sewer & Water (recycle Train)
Franklin Power Equipment Operators-
Underground Sewer & Water
Mucking Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Multiple Dozer Units With
Single Blade
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pavement Breaker, Hydra-
hammer & Similar
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving (dual Drum)$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Paving Machine (asphalt And
Concrete)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Piledriving Engineers $49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Plant Oiler $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Posthole Auger Or Punch $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Power Broom $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pump (grout Or Jet)$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Pumpman $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Quad-track Or Similar
Equipment
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Ballast Regulation
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Power Tamper
Operator (self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Tamper Jack Operator
(self-propelled)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Railroad Track Liner Operator
(self-propelled)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(1000 Tons & Over)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Refrigeration Plant Engineer
(under 1000 Ton)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollerman (finishing Asphalt
Pavement)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rollers, All Types On Subgrade,
Including Seal And Chip
Coating (farm Type, Case,
John Deere And Similar,or
Compacting Vibrator), Except
When Pulled B
$47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Roto Mill (pavement Grinder)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rotomill Groundsman $48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Rubber-tired Scrapers
(multiple Engine With Three Or
More Scrapers)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-Rubber-tired Skidders (r/t $48.95 7B 4W 9A View
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Underground Sewer & Water With Or Without Attachments)
Franklin Power Equipment Operators-
Underground Sewer & Water
Scrapers, All, Rubber-tired $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Screed Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (3 Yds. & Over)$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Shovels (under 3 Yds.)$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Signalman (whirleys, Highline,
Hammerheads Or Similar)
$49.11 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Soil Stabilizer (p & H Or
Similar)
$48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spray Curing Machine
(concrete)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Box (self-propelled)$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Spreader Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Steam Cleaner $47.86 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Straddle Buggy (ross & Similar
On Construction Job Only)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Surface Heater & Planer
Machine
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tractor (farm Type R/t With
Attachments, Except Backhoe)
$48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Traverse Finish Machine $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (7 Ft.
Depth & Over)
$49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Trenching Machines (under 7
Ft. Depth Capacity)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tug Boat Operator $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Tugger Operator $48.18 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead (with Re-screening)$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Turnhead Operator $48.79 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Ultra High Pressure Wateriet
Cutting Tool System Operator,
(30,000 Psi)
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vactor Guzzler, Super Sucker $49.39 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Blasting Machine
Operator
$49.66 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Vacuum Drill (reverse
Circulation Drill Under 8 Inch
Bit)
$48.95 7B 4W 9A View
Franklin Power Equipment Operators-
Underground Sewer & Water
Welding Machine $47.86 7B 4W 9A View
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Franklin Power Equipment Operators-
Underground Sewer & Water
Whirleys & Hammerheads, All $49.66 7B 4W 9A View
Franklin Power Line Clearance Tree
Trimmers
Journey Level In Charge $53.10 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Spray Person $50.40 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Equipment Operator $53.10 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer $47.48 5A 4A View
Franklin Power Line Clearance Tree
Trimmers
Tree Trimmer Groundperson $36.10 5A 4A View
Franklin Refrigeration & Air Conditioning
Mechanics
Journey Level $85.00 6Z 1Q View
Franklin Residential Brick Mason Journey Level $28.42 1 View
Franklin Residential Carpenters Journey Level $21.60 1 View
Franklin Residential Cement Masons Journey Level $46.83 7B 1N View
Franklin Residential Drywall Applicators Journey Level $20.46 1 View
Franklin Residential Drywall Tapers Journey Level $19.32 1 View
Franklin Residential Electricians Journey Level $22.73 1 View
Franklin Residential Glaziers Journey Level $23.10 1 View
Franklin Residential Insulation
Applicators
Journey Level $14.86 1 View
Franklin Residential Laborers Journey Level $13.64 1 View
Franklin Residential Marble Setters Journey Level $28.42 1 View
Franklin Residential Painters Journey Level $13.50 1 View
Franklin Residential Plumbers &
Pipefitters
Journey Level $29.71 1 View
Franklin Residential Refrigeration & Air
Conditioning Mechanics
Journey Level $13.50 1 View
Franklin Residential Sheet Metal Workers Journey Level (Field or Shop)$47.89 5A 1X View
Franklin Residential Soft Floor Layers Journey Level $23.11 5A 1N View
Franklin Residential Sprinkler Fitters
(Fire Protection)
Journey Level $13.50 1 View
Franklin Residential Stone Masons Journey Level $28.42 1 View
Franklin Residential Terrazzo Workers Journey Level $14.86 1 View
Franklin Residential Terrazzo/Tile
Finishers
Journey Level $14.86 1 View
Franklin Residential Tile Setters Journey Level $19.23 1 View
Franklin Roofers Irritable Bituminous Roofer $44.91 7G 4I View
Franklin Roofers Journeyman Roofer,
Waterproofer, Kettleman
$41.91 7G 4I View
Franklin Sheet Metal Workers Journey Level (Field or Shop)$66.06 5A 1X View
Franklin Sign Makers & Installers
(Electrical)
Journey Level $14.65 1 View
Franklin Sign Makers & Installers (Non-
Electrical)
Journey Level $14.65 1 View
Franklin Soft Floor Layers Journey Level $51.07 5A 3J View
Franklin Solar Controls For Windows Journey Level $13.50 1 View
Franklin Sprinkler Fitters (Fire Journey Level $60.34 7J 1R View
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Protection)
Franklin Stage Rigging Mechanics (Non
Structural)
Journey Level $13.50 1 View
Franklin Stone Masons Journey Level $51.84 5A 1M View
Franklin Street And Parking Lot Sweeper
Workers
Journey Level $14.00 1 View
Franklin Surveyors All Classifications $23.49 0 1 View
Franklin Telecommunication Technicians Journey Level $44.21 5I 1B View
Franklin Telephone Line Construction -
Outside
Cable Splicer $41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Hole Digger/Ground Person $23.53 5A 2B View
Franklin Telephone Line Construction -
Outside
Installer (Repairer)$40.09 5A 2B View
Franklin Telephone Line Construction -
Outside
Special Aparatus Installer I $41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Special Apparatus Installer II $40.99 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment Operator
(Heavy)
$41.81 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Equipment Operator
(Light)
$38.92 5A 2B View
Franklin Telephone Line Construction -
Outside
Telephone Lineperson $38.92 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Groundperson $22.32 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Lineperson/Installer $29.60 5A 2B View
Franklin Telephone Line Construction -
Outside
Television System Technician $35.20 5A 2B View
Franklin Telephone Line Construction -
Outside
Television Technician $31.67 5A 2B View
Franklin Telephone Line Construction -
Outside
Tree Trimmer $38.92 5A 2B View
Franklin Terrazzo Workers Journey Level $43.61 5A 1M View
Franklin Tile Setters Journey Level $43.61 5A 1M View
Franklin Tile, Marble & Terrazzo
Finishers
Journey Level $35.73 5A 1M View
Franklin Traffic Control Stripers Journey Level $49.13 7A 1K View
Franklin Truck Drivers Asphalt Mix Over 20 Yards $49.70 5D 1V 8M View
Franklin Truck Drivers Asphalt Mix To 20 Yards $49.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck $49.50 5D 1V 8M View
Franklin Truck Drivers Dump Truck & Trailer $49.70 5D 1V 8M View
Franklin Truck Drivers Other Trucks $49.39 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and
under
$49.70 5D 1V 8M View
Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $50.04 5D 1V 8M View
Franklin Well Drillers & Irrigation Pump
Installers
Irrigation Pump Installer $18.45 1 View
Franklin Well Drillers & Irrigation Pump
Installers
Oiler $13.50 1 View
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Franklin Well Drillers & Irrigation Pump
Installers
Well Driller $18.00 1 View
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
1
************************************************************************************************************
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
2
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.
S. 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 hours worked on holidays and 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.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
3
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.
C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on
holidays shall be paid at two 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.
G. 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 hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall
be paid at one and one-half times 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.
W. 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 first eight (8) hours worked on the fifth day shall be paid at one and
one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on 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.
A. 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. Hours
worked over twelve hours (12) in a single shift and 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. The employer shall
have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given
to employees regularly assigned to the work to be performed on overtime situations. 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.
C. 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 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 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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
4
Overtime Codes Continued
3. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage. Each week, once 40 hours of
straight time work is achieved, then any hours worked over 10 hours per day Monday through Saturday shall be paid
at double the hourly wage rate.
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.
B. All hours worked over twelve (12) hours per day and all hours worked on holidays shall be paid at double the hourly
rate of wage.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
5
Overtime Codes Continued
4. 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.
F. 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. All hours worked on 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.
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.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
6
Overtime Codes Continued
4. 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.
M. All hours worked on Sunday and Holidays shall be paid at double the hourly rate. Any employee reporting to work
less than nine (9) hours from their previous quitting time shall be paid for such time at time and one-half times the
hourly rate.
N. 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, and all work performed between the hours of midnight (12:00 AM) and eight AM (8:00 AM)
every day shall be paid at double the hourly rate of wage.
O. All hours worked between midnight Friday to midnight Sunday shall be paid at one and one-half the hourly rate of
wage. After an employee has worked in excess of eight (8) continuous hours in any one or more calendar days, all
additional hours shall be at the applicable overtime rate until such time as the employee has had a break of six (6)
hours or more. All hours worked on Holidays shall be paid at double the hourly rate of wage.
P. All hours worked on Holidays shall be paid at one and one-half times the hourly rate of wage.
Q. The first four (4) 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 hours worked over twelve (12) hours Monday
through Saturday shall be paid at double the hourly rate. All hours worked on Sundays and holidays shall be paid at
double the hourly rate of wage.
R. All hours worked on Saturdays 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 on Sundays and holidays shall be paid at double the hourly rate
of wage.
S. All hours worked on Saturdays and Holidays shall be paid at one and one-half times the hourly rate of wage. All hours
worked on Sundays shall be paid at double the hourly rate of wage.
T. The first two (2) hours of overtime for hours worked Monday-Friday 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 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. For work on Saturday which
is scheduled prior to the end of shift on Friday, the first six (6) hours work shall be paid at one and one-half times the
hourly rate of wage, and all hours over (6) shall be paid double the hourly rate of wage. For work on Saturday which
was assigned following the close of shift on Friday, all work shall be paid at double the hourly rate of wage.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
7
Overtime Codes Continued
4. 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.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
8
Overtime Codes Continued
4. 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.
ZOvertime 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. 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. 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.
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).
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
9
Holiday Codes Continued
5. 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).
T. Paid Holidays: New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day,
Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9).
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. A. Paid Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,
the Friday after Thanksgiving Day, And Christmas Day (8).
E. Paid 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 a Half-
Day On Christmas Eve Day. (9 1/2).
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).
I. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
After Thanksgiving Day, And Christmas Day (7).
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
10
Holiday Codes Continued
7. 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 Satu rday 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.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
11
Holiday Codes Continued
7. M. Paid Holidays: New Year's Day, The Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, And the Day
after or before Christmas Day (10). 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.
R. Paid Holidays: New Year's Day, the day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day
after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed
as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a
holiday and compensated accordingly.
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.
T. Paid Holidays: New Year's Day, the Day after or before New Year’s Day, President’s Day, Memorial Day,
Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and The Day
after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation
shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed
as a holiday on the preceding Friday.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
12
Holiday Codes Continued
7. Z. Holidays: New Year's Day, President’s Day, Independence Day, Memorial 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.
15. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the 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.
B. Holidays: New Year's Day, Martin Luther King Jr. Day, President’s Day, Memorial Day, Independence Day, Labor
Day, Veteran’s Day, Thanksgiving Day, and Christmas Day. (9)
C. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after
Thanksgiving Day, the day before Christmas Day and Christmas Day. (8)
D. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday
after Thanksgiving Day, Christmas Day, and the day after Christmas.
E. Holidays: the day before New Years’s Day, New Year's Day, Martin Luther King, Jr. Day, Presidents' Day, Memorial
Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before
Christmas, and Christmas Day. (12)
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.
P. 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.
Q. 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.
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
13
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) f eet 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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
14
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.
Benefit Code Key – Effective 9/2/2020 thru 3/2/2021
15
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.
Washington State Department of Labor and Industries
Policy Statement
(Regarding the Production of "Standard" or "Non-standard" Items)
Below is the department's (State L&I's) list of criteria to be used in determining whether a
prefabricated item is "standard" or "non-standard". For items not appearing on WSDOT's
predetermined list, these criteria shall be used by the Contractor (and the Contractor's
subcontractors, agents to subcontractors, suppliers, manufacturers, and fabricators) to
determine coverage under RCW 39.12. The production, in the State of Washington, of
non-standard items is covered by RCW 39.12, and the production of standard items is not.
The production of any item outside the State of Washington is not covered by RCW 39.12.
1. Is the item fabricated for a public works project? If not, it is not subject to RCW 39.12.
If it is, go to question 2.
2. Is the item fabricated on the public works jobsite? If it is, the work is covered under
RCW 39.12. If not, go to question 3.
3. Is the item fabricated in an assembly/fabrication plant set up for, and dedicated
primarily to, the public works project? If it is, the work is covered by RCW 39.12. If not,
go to question 4.
4. Does the item require any assembly, cutting, modification or other fabrication by the
supplier? If not, the work is not covered by RCW 39.12. If yes, go to question 5.
5. Is the prefabricated item intended for the public works project typically an inventory
item which could reasonably be sold on the general market? If not, the work is covered
by RCW 39.12. If yes, go to question 6.
6. Does the specific prefabricated item, generally defined as standard, have any unusual
characteristics such as shape, type of material, strength requirements, finish, etc? If yes,
the work is covered under RCW 39.12.
Any firm with questions regarding the policy, WSDOT's Predetermined List, or for
determinations of covered and non-covered workers shall be directed to State L&I at (360)
902-5330.
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
1
WSDOT's
Predetermined List for
Suppliers - Manufactures - Fabricator
Below is a list of potentially prefabricated items, originally furnished by WSDOT to
Washington State Department of Labor and Industries, that may be considered non-
standard and therefore covered by the prevailing wage law, RCW 39.12. Items marked
with an X in the "YES" column should be considered to be non-standard and therefore
covered by RCW 39.12. Items marked with an X in the "NO" column should be
considered to be standard and therefore not covered. Of course, exceptions to this
general list may occur, and in that case shall be evaluated according to the criteria
described in State and L&I's policy statement.
ITEM DESCRIPTION YES NO
1. Metal rectangular frames, solid metal covers, herringbone grates,
and bi-directional vaned grates for Catch Basin
Types 1, 1L, 1P, and 2 and Concrete Inlets. See Std. Plans X
2. Metal circular frames (rings) and covers, circular grates,
and prefabricated ladders for Manhole Types 1, 2, and 3,
Drywell Types 1, 2, and 3 and Catch Basin Type 2.
See Std. Plans
X
3. Prefabricated steel grate supports and welded grates,
metal frames and dual vaned grates, and Type 1, 2, and
3 structural tubing grates for Drop Inlets. See Std. Plans. X
4. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes smaller than 60 inch diameter. X
5. Concrete Pipe - Plain Concrete pipe and reinforced
concrete pipe Class 2 to 5 sizes larger than 60 inch diameter. X
6. Corrugated Steel Pipe - Steel lock seam corrugated
pipe for culverts and storm sewers, sizes 30 inch
to 120 inches in diameter. May also be treated, 1 thru 5. X
7. Corrugated Aluminum Pipe - Aluminum lock seam corrugated
pipe
for culverts and storm sewers, sizes 30 inch to 120 inches in
diameter. May also be treated, #5. X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
2
ITEM DESCRIPTION YES NO
8. Anchor Bolts & Nuts - Anchor Bolts and Nuts, for
mounting sign structures, luminaries and other items, shall be
made from commercial bolt stock.
See Contract Plans and Std. Plans for size and material type.
X
9. Aluminum Pedestrian Handrail - Pedestrian handrail
conforming to the type and material specifications set forth in
the
contract plans. Welding of aluminum shall be
in accordance with Section 9-28.14(3).
X
10. Major Structural Steel Fabrication - Fabrication of major steel
items such as trusses, beams, girders, etc., for bridges. X
11. Minor Structural Steel Fabrication - Fabrication of minor steel
Items such as special hangers, brackets, access doors for
structures, access ladders for irrigation boxes, bridge expansion
joint systems, etc., involving welding, cutting, punching and/or
boring of holes. See Contact Plans for item description and
shop
drawings.
X
12. Aluminum Bridge Railing Type BP - Metal bridge railing
conforming to the type and material specifications set forth
in the Contract Plans. Welding of aluminum shall be in
accordance with Section 9-28.14(3).
X
13. Concrete Piling--Precast-Prestressed concrete piling for use as
55
and 70 ton concrete piling. Concrete to conform to
Section 9-19.1 of Std. Spec.. X
14. Precast Manhole Types 1, 2, and 3 with cones, adjustment
sections and flat top slabs. See Std. Plans. X
15. Precast Drywell Types 1, 2, and with cones and adjustment
Sections.
See Std. Plans. X
16. Precast Catch Basin - Catch Basin type 1, 1L, 1P, and 2
With adjustment sections. See Std. Plans. X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
3
ITEM DESCRIPTION YES NO
17. Precast Concrete Inlet - with adjustment sections,
See Std. Plans X
18. Precast Drop Inlet Type 1 and 2 with metal grate supports.
See Std. Plans. X
19. Precast Grate Inlet Type 2 with extension and top units.
See Std. Plans X
20. Metal frames, vaned grates, and hoods for Combination
Inlets. See Std. Plans X
21. Precast Concrete Utility Vaults - Precast Concrete utility vaults
of
various sizes. Used for in ground storage of utility facilities and
controls. See Contract Plans for size and construction
requirements. Shop drawings are to be provided for approval
prior to casting
X
22. Vault Risers - For use with Valve Vaults and
Utilities
X
Vaults.
X
23. Valve Vault - For use with underground utilities.
See Contract Plans for details. X
24. Precast Concrete Barrier - Precast Concrete Barrier for
use as new barrier or may also be used as Temporary Concrete
Barrier. Only new state approved barrier may be used as
permanent barrier.
X
25. Reinforced Earth Wall Panels – Reinforced Earth Wall Panels in
size and shape as shown in the Plans. Fabrication plant has
annual approval for methods and materials to be used.
See Shop Drawing.
Fabrication at other locations may be approved, after facilities
inspection, contact HQ. Lab.
X
26. Precast Concrete Walls - Precast Concrete Walls - tilt-up wall
panel in size and shape as shown in Plans.
Fabrication plant has annual approval for methods and materials
to be used
X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
4
ITEM DESCRIPTION YES NO
27. Precast Railroad Crossings - Concrete Crossing Structure
Slabs. X
28. 12, 18 and 26 inch Standard Precast Prestressed Girder –
Standard Precast Prestressed Girder for use in structures.
Fabricator plant has annual approval of methods and materials
to
be used. Shop Drawing to be provided for approval prior to
casting girders.
See Std. Spec. Section 6-02.3(25)A
X
29. Prestressed Concrete Girder Series 4-14 - Prestressed Concrete
Girders for use in structures. Fabricator plant has annual
approval
of methods and materials to be used. Shop Drawing to be
provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
.
X
30. Prestressed Tri-Beam Girder - Prestressed Tri-Beam Girders for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
31. Prestressed Precast Hollow-Core Slab – Precast Prestressed
Hollow-core slab for use in structures. Fabricator plant has
annual
approval of methods and materials to be used. Shop Drawing to
be provided for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A.
X
32. Prestressed-Bulb Tee Girder - Bulb Tee Prestressed Girder for
use in structures. Fabricator plant has annual approval of
methods and materials to be used. Shop Drawing to be
provided
for approval prior to casting girders.
See Std. Spec. Section 6-02.3(25)A
X
33. Monument Case and Cover
See Std. Plan. X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
5
ITEM DESCRIPTION YES NO
34. Cantilever Sign Structure - Cantilever Sign Structure
fabricated from steel tubing meeting AASHTO-M-183. See Std.
Plans, and Contract Plans for details. The steel structure
shall be galvanized after fabrication in accordance with
AASHTO-M-111.
X
35. Mono-tube Sign Structures - Mono-tube Sign Bridge
fabricated to details shown in the Plans. Shop drawings for
approval are required prior to fabrication. X
36. Steel Sign Bridges - Steel Sign Bridges fabricated from steel
tubing meeting AASHTO-M-138 for Aluminum Alloys.
See Std. Plans, and Contract Plans for details. The steel
structure
shall be galvanized after fabrication in accordance
with AASHTO-M-111.
X
37. Steel Sign Post - Fabricated Steel Sign Posts as detailed in Std
Plans. Shop drawings for approval are to be provided prior to
fabrication
X
38. Light Standard-Prestressed - Spun, prestressed, hollow
concrete poles. X
39. Light Standards - Lighting Standards for use on highway
illumination systems, poles to be fabricated to conform with
methods and materials as specified on Std. Plans. See Specia
Provisions for pre-approved drawings.
X
40. Traffic Signal Standards - Traffic Signal Standards for use on
highway and/or street signal systems. Standards to be
fabricated
to conform with methods and material as specified on Std.
Plans.
See Special Provisions for pre-approved drawings
X
41. Precast Concrete Sloped Mountable Curb (Single and
DualFaced)
See Std. Plans.
X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
6
18
18
ITEM DESCRIPTION YES NO
42. Traffic Signs - Prior to approval of a Fabricator of Traffic Signs,
the sources of the following materials must be submitted and
approved for reflective sheeting, legend material, and
aluminum
sheeting.
NOTE: *** Fabrication inspection required. Only signs tagged
"Fabrication Approved" by WSDOT Sign Fabrication Inspector
to be installed
X X
Custom
Message
Std
Signing
Message
43. Cutting & bending reinforcing steel X
44. Guardrail components X X
Custom
End Sec
Standard
Sec
45. Aggregates/Concrete mixes
46. Asphalt
Covered by
WAC 296-127-0
Covered by
WAC 296-127-0
47. Fiber fabrics X
48. Electrical wiring/components X
49. treated or untreated timber pile X
50. Girder pads (elastomeric bearing) X
51. Standard Dimension lumber X
52. Irrigation components X
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
7
ITEM DESCRIPTION YES NO
53. Fencing materials X
54. Guide Posts X
55. Traffic Buttons X
56. Epoxy X
57. Cribbing X
58. Water distribution materials X
59. Steel "H" piles X
60. Steel pipe for concrete pile casings X
61. Steel pile tips, standard X
62. Steel pile tips, custom X
Prefabricated items specifically produced for public works projects that are prefabricated in a
county other than the county wherein the public works project is to be completed, the wage for
the offsite prefabrication shall be the applicable prevailing wage for the county in which the actual
prefabrication takes place.
It is the manufacturer of the prefabricated product to verify that the correct county wage rates are
applied to work they perform.
See RCW 39.12.010
(The definition of "locality" in RCW 39.12.010(2) contains the phrase "wherein the physical work is being performed." The department
interprets this phrase to mean the actual work site.
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
8
WSDOT's List of State Occupations not applicable to Heavy and
Highway Construction Projects
This project is subject to the state hourly minimum rates for wages and fringe benefits in
the contract provisions, as provided by the state Department of Labor and Industries.
The following list of occupations, is comprised of those occupations that are not normally
used in the construction of heavy and highway projects.
When considering job classifications for use and / or payment when bidding on, or building
heavy and highway construction projects for, or administered by WSDOT, these
Occupations will be excepted from the included "Washington State Prevailing Wage Rates
For Public Work Contracts" documents.
Building Service Employees
Electrical Fixture Maintenance Workers
Electricians - Motor Shop
Heating Equipment Mechanics
Industrial Engine and Machine Mechanics
Industrial Power Vacuum Cleaners
Inspection, Cleaning, Sealing of Water Systems by Remote Control
Laborers - Underground Sewer & Water
Machinists (Hydroelectric Site Work)
Modular Buildings
Playground & Park Equipment Installers
Power Equipment Operators - Underground Sewer & Water
Residential *** ALL ASSOCIATED RATES ***
Sign Makers and Installers (Non-Electrical)
Sign Makers and Installers (Electrical)
Stage Rigging Mechanics (Non Structural)
The following occupations may be used only as outlined in the preceding text concerning
"WSDOT's list for Suppliers - Manufacturers - Fabricators"
Fabricated Precast Concrete Products
Metal Fabrication (In Shop)
Definitions for the Scope of Work for prevailing wages may be found at the Washington
State Department of Labor and Industries web site and in WAC Chapter 296-127.
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
9
Washington State Department of Labor and Industries
Policy Statements
(Regarding Production and Delivery of Gravel, Concrete, Asphalt, etc.)
WAC 296-127-018 Agency filings affecting this section
Coverage and exemptions of workers involved in the production and delivery of
gravel, concrete, asphalt, or similar materials.
(1) The materials covered under this section include but are not limited to: Sand, gravel,
crushed rock, concrete, asphalt, or other similar materials.
(2) All workers, regardless of by whom employed, are subject to the provisions of
chapter 39.12 RCW when they perform any or all of the following functions:
(a) They deliver or discharge any of the above-listed materials to a public works project
site:
(i) At one or more point(s) directly upon the location where the material will be
incorporated into the project; or
(ii) At multiple points at the project; or
(iii) Adjacent to the location and coordinated with the incorporation of those materials.
(b) They wait at or near a public works project site to perform any tasks subject to this
section of the rule.
(c) They remove any materials from a public works construction site pursuant to
contract requirements or specifications (e.g., excavated materials, materials from
demolished structures, clean-up materials, etc.).
(d) They work in a materials production facility (e.g., batch plant, borrow pit, rock quarry,
etc.,) which is established for a public works project for the specific, but not necessarily
exclusive, purpose of supplying materials for the project.
(e) They deliver concrete to a public works site regardless of the method of
incorporation.
(f) They assist or participate in the incorporation of any materials into the public works
project.
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
10
(3) All travel time that relates to the work covered under subsection (2) of this section
requires the payment of prevailing wages. Travel time includes time spent waiting to load,
loading, transporting, waiting to unload, and delivering materials. Travel time would
include all time spent in travel in support of a public works project whether the vehicle is
empty or full. For example, travel time spent returning to a supply source to obtain another
load of material for use on a public works site or returning to the public works site to obtain
another load of excavated material is time spent in travel that is subject to prevailing wage.
Travel to a supply source, including travel from a public works site, to obtain materials for
use on a private project would not be travel subject to the prevailing wage.
(4) Workers are not subject to the provisions of chapter 39.12 RCW when they deliver
materials to a stockpile.
(a) A "stockpile" is defined as materials delivered to a pile located away from the site
of incorporation such that the stockpiled materials must be physically moved from the
stockpile and transported to another location on the project site in order to be incorporated
into the project.
(b) A stockpile does not include any of the functions described in subsection (2)(a)
through (f) of this section; nor does a stockpile include materials delivered or distributed
to multiple locations upon the project site; nor does a stockpile include materials dumped
at the place of incorporation, or adjacent to the location and coordinated with the
incorporation.
(5) The applicable prevailing wage rate shall be determined by the locality in which the
work is performed. Workers subject to subsection (2)(d) of this section, who produce such
materials at an off-site facility shall be paid the applicable prevailing wage rates for the
county in which the off-site facility is located. Workers subject to subsection (2) of this
section, who deliver such materials to a public works project site shall be paid the
applicable prevailing wage rates for the county in which the public works project is located.
[Statutory Authority: Chapter 39.12 RCW, RCW 43.22.051 and 43.22.270. 08-24-101, §
296-127-018, filed 12/2/08, effective 1/2/09. Statutory Authority: Chapters 39.04 and 39.12
RCW and RCW 43.22.270. 92-01-104 and 92-08-101, § 296-127-018, filed 12/18/91 and
4/1/92, effective 8/31/92.]
Supplemental to Wage Rates
09/02/2020 Edition, Published August 26, 2020
11
WRIGLEY DRIVE EXTENSION
Located in the City of Pasco, Franklin County, Washington, within Section 9, and
Township 9 North, Range 29 East, Willamette Meridian between Clemente Lane &
Convention Drive.
R
Know what's below.
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DATUM ELEVATION
ELEVATIONS BASED ON
WASHINGTON STATE
REFERENCE NETWORK
(WSRN) NAVD88
N
FEDERAL AID NO. STPUL-3552(001)
PROJECT
SITE
SEPTEMBER 2020
2%2%
COLLECTOR
1' TYP.
39' TO TOP BACK OF CURB
60' R/W
95% COMPACTED
SUBGRADE
NOTE:
ALL ASPHALT AND ROCK DIMENSIONS SHALL BE MINIMUM THICKNESS, COMPACTED DEPTHS.
TYPE "A" CURB AND GUTTER
1.5'18'1.5'18'
3" HOT MIX ASPHALT CL. 1/2" PG 64S-28
2" CRUSHED SURFACING TOP COURSE
8" CRUSHED SURFACING BASE COURSE
NOT TO SCALE
XX
XX
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVER
Know what's below.
before you dig.Call
N
TESC NOTES:
STORM DRAIN INLET PROTECTION
BMP C220
NOT TO SCALE
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVER
Know what's below.
before you dig.Call
N
1
2 3
4
56
1 WRIGLEY DRIVE, STA. 0+56, 19' LT
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 35 L.F. 8-INCH DUCTILE IRON
STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 6 L.F. 12-INCH STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 2 48 IN. DIAM. WITH
LID AND 40 L.F. OF INFILTRATION TRENCH .
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 49 L.F. 8-INCH DUCTILE IRON
STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 26 L.F. 12-INCH STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 2 48 IN. DIAM. WITH
LID AND 45 L.F. OF INFILTRATION TRENCH
4 WRIGLEY DRIVE, STA. 5+51, 25' LT
2 WRIGLEY DRIVE, STA. 0+56, 19' RT
3 WRIGLEY DRIVE, STA. 0+58, 22.5' RT
5 WRIGLEY DRIVE, STA. 5+51, 25' RT
6 WRIGLEY DRIVE, STA. 5+26, 22.5' RT
513.08
513.08
513.65
510.29
510.29
511.22
511.00
509.70
509.50
508.29
507.90
507.60
----
509.80
509.60
----
508.00
507.70
1.FOR CB TYPE 1, STD DETAIL SD-1.
2.FOR CB TYPE 2, STD DETAIL SD-2.
3.INSTALL INLET PROTECTION SOCKS ON ALL CATCH
BASINS. INLET PROTECTION TO REMAIN AFTER PROJECT
COMPLETION.
4.A FULL LENGTH PIECE OF DUCTILE IRON PIPE SHALL BE
CENTERED ON THE POINT OF CROSSING THE WATER LINE.
5.PROVIDE ALL NECESSARY FITTINGS NECESSARY TO
CONNECT BETWEEN STRUCTURES.
R
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N
5050250 100 150
1
1
3
2
2
3
1
2
3
3
12
3
3
1
2
1 2
12
3
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVE3
2
6
4 5
1
R
Know what's below.
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N
SAW CUT TO LIMITS SHOWN.
MATCH EXISTING ASPHALT.
INSTALL NEW ROAD PER TYPICAL ROADWAY
SECTION.
CONSTRUCT NEW SANITARY SEWER PIPE, 10 INCH
CONSTRUCT NEW SANITARY SEWER PIPE, 8 INCH
CAP FOR FUTURE
INSTALL NEW 8"x6" FLxMS TEE TO 6" GATE VALVE
MJxFL
INSTALL TYPE 'A' CURB AND GUTTER PER CITY
STANDARD, DETAIL ST-6
INSTALL 6" RESILIENT GATE VALVE- FLxMJ
BRASS CAP FOUND IN CASE STA 5+93.25. PROTECT
IN PLACE OR REPLACE DURING CONSTRUCTION.
INSTALL THRUST BLOCK PER DETAIL W-8.
PROTECT EXISTING IRRIGATION TO REMAIN.
INSTALL TWO 4" PVC CONDUITS FOR FUTURE USE
(STA 1+50 AND 4+35). MARK WITH DETECTABLE
WARNING TAPE.
INSTALL CAP FOR FUTURE USE.
INSTALL NEW BLOW-OFF ASSEMBLY PER CITY
PASCO STANDARDS.
INSTALL NEW FIRE HYDRANT PER CITY PASCO
STANDARDS.
ADJUST MANHOLE TO FINISH GRADE.
GRADE BEHIND CURB AT 3:1 SLOPE PER TYPICAL
STREET SECTION.
INSTALL NEW BLOW-OFF ASSEMBLY PER CITY OF
PASCO STANDARDS. WATER LINE TO BE EXTENDED
IN THE FUTURE. INSTALL FULL SIZE VALVES.
INSTALL SELECT BACKFILL MAX 2' DEEP BELOW
PAVEMENT SECTION WITHIN NEW ROADWAY
SECTION. INSTALL AT LOCATIONS WHERE UTILIZES
TRANSVERSELY CROSS ROADWAY.
REMOVE AND RELOCATE FOUR EXISTING TYPE 3
BARRICADES AS SHOWN ON SIGNING AND
STRIPING PLAN.
ADJUST VALVE BOX TO FINISHED GRADE.
PROTECT EXISTING DIRECT BURY UNDERGROUND
POWER CONDUCTOR TO REMAIN. DEPTH
UNKNOWN. IF ENCOUNTERED, LOWER TO MEET
NEC REQUIREMENTS.
ABANDON IRRIGATION LINE.
INSTALL TYPE 6 EXTRUDED CURB PER WSDOT
STANDARD PLAN F-10.42-00. PROVIDE 1' GAP AT
LOW POINT OF ROADWAY FOR DRAINAGE.
1
2
2
5
5
2
7
7 8
9
1
1
13
12 1210
10
1
2
1
11
11
15
18
18
3
3
11
4
14
16
17
17
17
17
191919
1920
22
24
22
24
23
21
19
196
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
ONLYONLYR
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N
1.CROSS WALKS SHALL BE INSTALLED PER CURRENT WSDOT
STD PLAN M-15.10
2.LONGITUDINAL PARKING PATTERNS SHALL BE
INSTALLED PER CURRENT WSDOT STD PLAN M-20.10
3.SIGNS SHALL BE INSTALLED AND LOCATED IN
ACCORDANCE WITH MUTCD GUIDELINES AND
REQUIREMENTS, AND WSDOT REQUIREMENTS.
4.PAVEMENT MARKING ARROWS AND LETTERS TO BE PER
WSDOT STANDARD PLAN M-80.10 LOW SPEED APPLICATION.
5.SIGN SUPPORT POSTS TO BE ST-2 PER WSDOT STANDARD
PLAN G-24.50.
6.ALL PAVEMENT MARKINGS SHALL BE TYPE A, LIQUID HOT
APPLIED THERMOPLASTIC, UNLESS OTHERWISE APPROVED
OR NOTED. ARROWS AND LETTERS MAY BE TYPE B,
PRE-FORMED FUSED THERMOPLASTIC.
R
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N
5050250 100 150
1
1
3
2
2
3
3
2
1
321
3
R
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before you dig.Call
N
5050250 100 150
1
1
3
2
2
3
3
3
2
1
2 1
3
2
1
3
PRECAST ECCENTRIC
CONE
1/2" PER FT.
NOTES:
1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES.
2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD
SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM.
3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID.
4.FOR CAST-IN-PLACE MANHOLES, THE CHANNEL SHALL BE FITTED WITH A SAND COLLAR. FOR PRECAST MANHOLES, THE CHANNEL SHALL
BE FITTED WITH AN A-LOK PREMIUM GASKET. CORE DRILL HOLE SHALL BE FITTED WITH A SAND COLLAR.
5.FOR STRAIGHT THRU MANHOLES, THE INVERT ELEVATION SHALL HAVE A .10' OF FALL FROM THE INLET TO THE OUTLET. FOR MANHOLES
WITH A BEND OR CHANGE IN DIRECTION, THE INVERT ELEVATION SHALL HAVE .20' OF FALL FROM THE INLET TO THE OUTLET.
6.RE-CHANNEL BASE IF INLET OR OUTLET PIPES DO NOT ALIGN WITH EXISTING MANHOLE CHANNEL.
7.PIPE ALIGNMENT INTO AND FROM MANHOLE SHALL HAVE 0° DEFLECTION.
8.MANHOLE SHALL NOT INCLUDE STEPS.
TOP OF BENCH TO BE
LEVEL WITH TOP OF PIPE
ENTERING MANHOLE
MORTAR FILL
CAST-IN-PLACE OR PRECAST BASE
(SEE WSDOT STD. PLAN B-15.20)
(SEE NOTE 2)
GROUT
INSIDE
JOINT
MANHOLE PLAN
NEW BASE
STANDARD MANHOLE FRAME AND
COVER, SEE DWG. NO. SS-2
MANHOLE ADJUSTMENTS
SEE DWG. NO. SS-4
CONFINED GROOVE JOINT
WITH RUBBER GASKET
MANHOLE PLAN
CORE DRILLING INTO EXISTING
CUT INTO OTHER SIDE
OF EXISTING
CHANNEL AND SHAPE
DOWNSTREAM EDGE
SLOPE:
CUT INTO SHELF
SUFFICIENTLY TO ALLOW
CAMERA ACCESS.
CAST-IN-PLACE PRECAST
6"6" MIN.
6" MIN.
6" MIN.
48"
4" MIN
4" MIN, 18" MAX
MANHOLE FOR 8" TO 21"
PIPE
CHANNEL
WIDTH TO
MATCH PIPE
DIAMETER
CITY OF PASCO - STANDARD
DETAIL
STANDARD
MANHOLE SS-1
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
R: 09/06/2019
TONGUE AND
GROOVE JOINT
WITH MASTIC
PRECAST ECCENTRIC
CONE
1/2" PER FT.
NOTES:
1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES.
2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD
SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM.
3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID.
4.FOR CAST-IN-PLACE MANHOLES, THE CHANNEL SHALL BE FITTED WITH A SAND COLLAR. FOR PRECAST MANHOLES, THE CHANNEL SHALL
BE FITTED WITH AN A-LOK PREMIUM GASKET. CORE DRILL HOLE SHALL BE FITTED WITH A SAND COLLAR.
5.FOR STRAIGHT THRU MANHOLES, THE INVERT ELEVATION SHALL HAVE A .10' OF FALL FROM THE INLET TO THE OUTLET. FOR MANHOLES
WITH A BEND OR CHANGE IN DIRECTION, THE INVERT ELEVATION SHALL HAVE .20' OF FALL FROM THE INLET TO THE OUTLET.
6.RE-CHANNEL BASE IF INLET OR OUTLET PIPES DO NOT ALIGN WITH EXISTING MANHOLE CHANNEL.
7.PIPE ALIGNMENT INTO AND FROM MANHOLE SHALL HAVE 0° DEFLECTION.
8.MANHOLE SHALL NOT INCLUDE STEPS.
TOP OF BENCH TO BE
LEVEL WITH TOP OF PIPE
ENTERING MANHOLE
MORTAR FILL
CAST-IN-PLACE OR PRECAST BASE
(SEE WSDOT STD. PLAN B-15.20)
(SEE NOTE 2)
GROUT
INSIDE
JOINT
MANHOLE PLAN
NEW BASE
STANDARD MANHOLE FRAME AND
COVER, SEE DWG. NO. SS-2
MANHOLE ADJUSTMENTS
SEE DWG. NO. SS-4
CONFINED GROOVE JOINT
WITH RUBBER GASKET
MANHOLE PLAN
CORE DRILLING INTO EXISTING
CUT INTO OTHER SIDE
OF EXISTING
CHANNEL AND SHAPE
DOWNSTREAM EDGE
SLOPE:
CUT INTO SHELF
SUFFICIENTLY TO ALLOW
CAMERA ACCESS.
CAST-IN-PLACE PRECAST
6"6" MIN.
6" MIN.
6" MIN.
48"
4" MIN
4" MIN, 18" MAX
MANHOLE FOR 8" TO 21"
PIPE
CHANNEL
WIDTH TO
MATCH PIPE
DIAMETER
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
TONGUE AND
GROOVE JOINT
WITH MASTIC
FRAME
LOCKING COVER
LIFT HANDLE DETAIL
1/2" THICK
WEBS
NON-SKID
PATTERN
2" LETTERS
(SEE NOTE 4)
1" DIA. HOLE
CAST IRON STYLERING & COVER
IN LOCKED POSITION
25" - 25-1/8"
1"
3/8"
34-3/4" MIN.
26-3/8"
OPENING 25-1/4"
6"
1"
3/4"
5"
23-3/4"
1-1/4"NOTES:
1.COVER WEIGHT-MIN. 150 LBS.
FRAME WEIGHT-MIN. 185 LBS.
2.MACHINE COVER SEAT & COVER FACE.
3.LOADING-40,000 LBS. HEAVY (H-40 RATING) TRAFFIC LOADING
4.MANHOLE COVERS TO BE LETTERED AS "WATER,'' "SEWER,'' OR
"STORM'' AS REQUIRED BY TYPE OF APPLICATION. ALSO COVERS
SHALL HAVE RAISED 2" LETTERS WITH THE WORDS "CITY OF
PASCO".
CITY OF PASCO - STANDARD
DETAIL
MANHOLE FRAME AND COVER
(LOCKING & NON-LOCKING)SS-2
COVER
NON-SKID
PATTERN
2" LETTERS
(SEE NOTE 4)
1" DIA. HOLE
1"
3/8"
25" - 25-1/8"
R: 09/06/2019
NOTE:
BOLLARDS MAY BE REQUIRED BY CITY ENGINEER.
INSTALL CONCRETE
CONCRETE COLLAR WITH
LIGHT BROOM FINISH
GRADE RINGS
COVER WEARBARS ARE TO
BE FLUSH WITH EXISTING
FINISHED GRADE
CRUSHED SURFACING TOP
COURSE OR NATIVE MATERIAL
COMPACTED TO 95%
ASTM D698
CITY OF PASCO - STANDARD DETAIL MANHOLE
ADJUSTMENTS SS-4
MANHOLE FRAME & COVER
SEE DWG. NO. SS-2
ADJUSTMENTS 2" OR GREATER ARE TO BE MADE
WITH PRECAST CONCRETE ADJUSTMENT RINGS
WITH GROUT BETWEEN EACH EACH RING, FINISHED
INSIDE. ANY ADJUSTMENT THAT IS LESS THAN 2" IS
TO BE MADE WITH METAL SHIMS ONLY
OVERALL FACE ALIGNMENT +/-1/2"
INSTALL 2.5" DEPTH
COMMERCIAL HMA, 12"
WIDE. MATCH NEW HMA
W/EXISTING ACP SURFACE
AND M.H. FRAME. TACK
EDGE & CONCRETE PRIOR
TO PLACING HMA.
4" MIN.
18" MAX.
UNPAVED AREAS PAVED AREAS
CLASS 3000
12" WIDE X 6" THICK
CONCRETE COLLAR
CLASS 3000
12" WIDE x 8" THICK
CONCRETE COLLAR
R: 09/06/2019
PIPE ZONE
CITY OF PASCO - STANDARD
DETAIL
TYPICAL SEWER/STORM
DRAIN TRENCH SECTION SS-5
2'
6" MIN.
6" MIN.
6" MIN.
SEE DWG. NO. ST-3 FOR
TRENCH SURFACING REPAIR,
INCLUDING SAWCUT REQUIREMENTS
PIPE BEDDING MUST BE
COMPACTED TO 95% MIN.
(ASTM D698)
DETECTABLE
MARKING
TAPE
SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS AT
ALL LOCATIONS SEWER PIPE
CROSSES OVER WATER MAIN.
PIPE BACKFILL MUST BE
COMPACTED TO 95% MIN.
(ASTM D698)
R: 09/06/2019
NOTES:
1.CONCRETE SHALL BE PER THE SPECIFICATIONS.
2.CUT JOINTS SHALL BE 10'-0" O/C.
3.EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS.
4.BONDING AGENT TO BE FOUR (4) PARTS PORTLAND CONCRETE SLURRY TO ONE (1) PART DAYTON
SUPERIOR J-40, OR APPROVED EQUAL.
5.MATCH ROADWAY SLOPE. MAXIMUM COUNTER SLOPE SHALL BE 5.0%.
6.VALLEY GUTTER SHALL INCLUDE TWO (2) #4 REBAR.
TYPE "A" BARRIER CURB AND GUTTER
MATCH ROADWAY SLOPE
TYPE "D" DEPRESSED CURB AND GUTTER AT
DRIVEWAY DROP AND ADA RAMPS
VARIES 2%
1/2"R1/4"R
6"
CITY OF PASCO - STANDARD
DETAIL CEMENT CONCRETE CURBS ST-6
18"
5/8"
6"
SEE NOTE 5
12"
5-1/2"
1/2"
18"
1"R
5/8"
STAB MIN. 3"
TYP. EVERY CUT
JOINT
CEMENT CONCRETE VALLEY GUTTER7"1/2" R1/2" R
25"11"
FLOW
LINE
9/16"7"12"7"36"
TAPER
TO ZERO
EXPANSION JOINT
CURB TERMINAL END
REBAR, SEE NOTE 6
R: 09/06/2019
6'
CITY OF PASCO - STANDARD DETAIL TRENCH SURFACING REPAIR ST-3
R: 5/07/2020
UNSURFACED AREAS
1'-0"
HMA PAVEMENT REPAIR GRAVEL SURFACING
1'-6"
(MIN)
1'-6"1'-6"
GRAVEL REPAIR LIMITS
EXCAVATION
LIMITS
NOTES:
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCH SURFACE RESTORATION BEYOND THE LIMITS SHOWN,
INCLUDING WIDER TRENCH SECTIONS RESULTING FROM LAYING BACK TRENCH SIDES AT THE CONTRACTORS
OPTION.
2.NO AREA REQUIRING ASPHALT CONCRETE SURFACING REPAIR SHALL REMAIN UNPAVED FOR MORE THAN FIVE
WORKING DAYS FOLLOWING INITIAL EXCAVATION.
3.ALL THICKNESSES ARE COMPACTED DEPTHS.
4.HMA DEPTH SHALL BE BASED UPON ROADWAY CLASSIFICATION.
(MIN)
1'-6"1'-6"1'-6"
HOT MIX ASPHALT PATCH LIMITS
SYMMETRICAL
ABOUT ℄ OF PIPE
1'-0"
COMPACTED
BACKFILL
COMPACTED
BACKFILL
SAWCUT PRIOR
TO REPAIR
EXISTING PAVEMENT
SURFACING DEPTH
VARIES
EXCAVATION
LIMITS
EXISTING PAVEMENT
SURFACING DEPTH
VARIES
SAWCUT PRIOR
TO REPAIR
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
4" CRUSHED
SURFACING
TOP COURSE
HMA, CL. 1/2"
PG 64S-28
10" CRUSHED
SURFACING
BASE COURSE
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
EXISTING
GROUND
12" MIN. SILT MATERIAL FREE
FROM ROCKS. STORE IN
STOCKPILE WHEN REMOVED
DURING TRENCHING
OPERATIONS. REPLACE TO
MINIMUM THICKNESS SHOWN.
IF EXISTING GROUND
SURFACE ADJACENT TO
TRENCH DOES NOT INCLUDE
SILT OVERBURDEN, THEN
BACKFILL TO SURFACE WITH
NATIVE MATERIAL
EXCAVATED FROM TRENCH.
EXCAVATION
LIMITS
R
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CITY OF PASCO - STANDARD
DETAIL
TYPE 1 CATCH
BASIN SD-1
R:5/07/2020
5'34"
#4 REBAR
PLAN
A
A
5'
NEW ROADWAY
#4 REBAR 2" RADIUS
CURB
SECTION A-A
CAST IRON FRAME AND
VANED GRATE, SEE
SPECIFICATIONS
DRAIN PIPE BETWEEN
DRAIN INLETS, FOR
SIZE SEE PLANS
1:2 GROUT COLLAR INSIDE AND OUT
ONE 4" ADJUSTMENT
SECTION IS REQUIRED.
3/8" EXP. JOINT
MATERIAL. (TYP)
3%-7%18" MIN. ORASDIRECTEDNOTES:
1.MAXIMUM PIPE DIAMETER SHALL BE 15 INCHES.
2.SEE DWG. NO. SS-1 FOR STORM DRAIN MANHOLE.
3.SEE DWG. NO. SD-3 FOR INFILTRATION TRENCH.
4.DO NOT KNOCK OUT HOLE IN BOTTOM OF CATCH BASIN.
5.TYPE 1L CATCH BASIN MAY BE REQUIRED IF KNOCK-OUT CANNOT ACCOMMODATE PIPE SKEW ANGLE.
18"
MIN
TYPE 1 CATCH BASIN,
WSDOT STD. PLAN B-5.20
GROUT BETWEEN ADJUSTMENT RING
AND CATCH BASIN, INSIDE AND OUTSIDE
LOWER FRAME 1/2"
FROM GUTTER FLOW
LINE ELEVATION
PIPE FLUSH WITH CATCH BASIN
WALL, CUT AS NECESSARY
CEMENT CONCRETE GUTTER
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
GUTTER PAN AND JOINTING
PER WSDOT STD. PLAN F-10.16
CITY OF PASCO - STANDARD
DETAIL
TYPE 2 CATCH
BASIN SD-2
R: 05/07/2020
NOTE:
1.SEE DWG. NO. SD-3 FOR INFILTRATION
TRENCH.
2.STORM MANHOLES IN EXCESS OF 6' DEEP
SHALL USE A 48" CONE IN PLACE OF FLAT
SLAB LID.
4' MIN., SIZE PER PLANS
24" MIN.
5' MINIMUM LENGTH
OF PVC PIPE INTO
CATCH BASIN
12" INFILTRATION PIPE,
SEE DWG. NO. SD-3
PRECAST CONCRETE
RISER RINGS AS
NECESSARY, ONE 4"
ADJUSTMENT SECTION
IS REQUIRED
CIRCULAR RING WITH SLOTTED GRATE
COVER IN COLLECTION LOCATIONS, OR
CIRCULAR RING WITH SOLID COVER IN
NON-COLLECTION LOCATIONS, SEE
PASCO SPECIFICATION 7-05.2
FLAT SLAB LID
SIGMA OIL/WATER SEPARATOR
TRANSITION
COUPLING
FLEXIBLE RUBBER
BOOT WITH
NON-SHRINK GROUT
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
TYPE 2 CATCH BASIN,
WSDOT STD. PLAN B-10.20
MANHOLE ADJUSTMENT,
SEE DWG. NO. SS-4
PIPE FLUSH WITH
CATCH BASIN WALL,
CUT AS NECESSARY
FLEXIBLE RUBBER
BOOT WITH
NON-SHRINK GROUT
INLET PIPE FROM
CATCH BASIN
CITY OF PASCO - STANDARD DETAIL INFILTRATION
TRENCH SD-3
R: 05/06/2020
12" UNDERDRAIN INFILTRATION PIPE S=0.00
5'
5'
1.5' MIN.
2' MIN.
STORM SEWER PIPE
TYPE 2 CATCH
BASIN, SEE
DWG. NO. SD-2
12" PVC PIPE, SEE
DWG. NO. SD-2
12" PVC x HDPE
TRANSITION COUPLING
DRAIN ROCK ENVELOPE. SEE
DETAIL BELOW
ANGULAR DRAIN ROCK , SEE
PASCO SPECIFICATION 7-05.2
DRAIN ROCK
12" PERFORATED
UNDERDRAIN
INFILTRATION PIPE
GEOTEXTILE FABRIC
ALL AROUND, LAP
MIN. 2'
COMPACT TO 95%
CROSS SECTION
CAP AT END
FILTER SOCK AROUND
PIPE
SIDE VIEW
~~
TREATMENT SOIL AS REQUIRED TO
MEET ECOLOGY U.I.C. REQUIREMENTS
1'
SIGMA OIL/WATER SEPARATOR
R
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BLOW-OFF ASSEMBLYW-5CITY OF PASCO - STANDARD DETAILR: 5/07/2020FINISHED GRADE
5'-0"
42" MIN.
COVER
10' MIN.
2"
WATER MAIN OR
IRRIGATION LINE
FINISHED GRADE
42" MIN.
COVER
10' MIN.
2"
WATER MAIN OR
IRRIGATION LINE
1' MIN.
NOTES:
1. ON WATER MAINS WHICH WILL BE EXTENDED IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOW-OFF ASSEMBLY SHALL BE THE SAME SIZE AS THE MAIN UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
2. THE THRUST BLOCK SHALL BE SIZED TO PROVIDE THRUST FOR THE MAIN WATER LINE.
3. JOINT RESTRAINTS AND FIELD LOK GASKETS MAY BE REQUIRED IN PLACE OF A SADDLE THRUST BLOCK OR MAY BE USED WITH PERMISSION OF THE CITY ENGINEER.
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
2" THREADED CAP
(FINGER TIGHT)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
STD. PIPE THREADS
CAP WITH 2" I.P.
THREADED TAP
UNDISTURBED EARTH PIPE BEDDING
SADDLE THRUST BLOCK SEE
DWG. NO. W-9
2" GATE VALVE WITH 2' SQUARE
OPERATING NUT
(COUNTERCLOCKWISE OPENING)
VALVE BOX WITH COVER
PER SPECIFICATIONS
2" DIA. GALV. STEEL
PIPE (APWA 72-2.06)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
2" THREADED CAP
(FINGER TIGHT)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
STD. PIPE THREADS
CAP WITH 2" I.P.
THREADED TAPUNDISTURBED EARTH
PIPE BEDDING
SADDLE THRUST BLOCK
SEE DWG. NO. W-9
VALVE BOX WITH COVER
PER SPECIFICATIONS
2" DIA. GALV. STEEL PIPE (APWA 72-2.06)
WATER MAIN VALVE
1" HEX NUT
WELDED
TO CAP
1" HEX NUT
WELDED
TO CAP
CITY OF PASCO - STANDARD
DETAIL
CAST IRON
VALVE BOX W-4
R: 09/06/2019
WATER MAIN
WATER
LID DETAIL
EXTENSION PIECE DETAIL
UNIMPROVEDIMPROVED
MATCH NEW HMA WITH
EXISTING HMA
(CONCRETE COLLAR IN
UNIMPROVED AREAS)
SEE LID DETAIL
SEE EXTENSION PIECE DETAIL
VALVE OPERATING EXTENSIONS
SHALL BE INSTALLED TO PROVIDE
A 4 FOOT OPERATING DEPTHTRACER WIRE #12 GAUGE
COPPER WIRE WITH UF
INSULATOR COLOR BLUE
2" GAP
TIGHTLY WRAP WIRE 3 FULL TURNS
BELOW VALVE OPERATOR FLANGE ON
GATE VALVE AND AGAINST VALVE BODY
ON B.F. VALVES.
ATTACH WIRE TO CENTER OF PIPE
AT MIN. 6' INTERVALS AND AT
BENDS WITH DUCT TAPE
MARKED WITH RAISED
LETTERS ('WATER' OR
'IRR', AS APPROPRIATE),
SEE SPECIFICATIONS
TRACING WIRE SPLICE KIT,
SEE SPECIFICATIONS
6"
MIN.6"
MIN.
12"
18"
24"
36"
6" MIN.
24"
VARIES
NOTES:
1.BUTTERFLY VALVES SHALL BE ORIENTED SUCH THAT THE OPERATING NUT AND VALVE BOX SHALL BE NEAR THE
CENTERLINE.
2.SEE DWG. NO. W-20 FOR BEDDING.
IRR
2.5" COMMERCIAL HMA
4" MIN. CONCRETE
6" MIN.
CLASS 3000 CONCRETE COLLAR WITH
LIGHT BROOM FIINISH
6" MIN.
WIRE TO EXTEND 3' BEYOND
VALVE BOX COVER WHEN TAUT,
LAP INSIDE VALVE BOX
R: 09/06/2019R/W LINENOTES:
1.HYDRANTS SHALL BE PER THE SPECIFICATIONS.
2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS).
3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL.
4.HYDRANTS SHALL FACE THE STREET UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE INSULATION)
6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN WRITING BY THE CITY ENGINEER. NOT TO BE USED IN NEW INSTALLATIONS.
7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12.
8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN.
HYDRANT - PAINTED OSHA
SAFETY YELLOW
5" STORZ ADAPTER WITH
CAP PER SPECIFICATIONS
COMPACTED BACK FILL
TO 95% (ASTM D698)
PLACE MINIMUM OF 2 C.F.
OF 2" MINUS DRAIN ROCK
FILTER FABRIC
SEPARATING DRAIN ROCK
AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4"
WEEP HOLE, DO
NOT COVER WITH
CONCRETE BASE
6" PIPE, RESTRAINT
AT ALL JOINTS
6" GATE VALVE MJxFL
BOLT TO TEE OR
TAPPING SLEEVE
WATER MAIN
THRUST BLOCK PER DWG. NO. W-8
VARIABLE
SEE NOTE 2
VALVE BOX EXTENSION
SEE DWG. NO. W-4TYPICAL CURB
AND GUTTER
VALVE BOX PER
DWG. NO. W-4CITY OF PASCO - STANDARD DETAILFIRE HYDRANT INSTALLATIONW-10TYPICAL SIDEWALK
SEE NOTE 5
12"
HYDRANT PLACEMENT
WITHIN CITY R/W OR
WITHIN UTILITY
EASEMENT
24"
MAX.
3' - 6" MIN.
3-6" DIAMETER AROUND
HYDRANT MUST BE LEVEL
EXCAVATION LIMITS
2"-8" ABOVE ADJACENT
GROUND ELEVATION
MECHANICAL
RESTRAINT
MECHANICAL
RESTRAINT
R: 5/07/2020CUT-IN TEE/CROSS
TAPPING SLEEVE AND VALVE
ADDITIONAL VALVES
MAY BE REQUIRED
THRUST BLOCK TO BE PER
DWG. NO. W-8
EXISTING WATER MAIN
FLANGED COUPLING ADAPTER
SEE SPECIFICATIONS
NEW WATER MAIN
FLANGE X MJ VALVE
RESILIENT SEATED GATE VALVE
SEE SPECIFICATIONS
THRUST BLOCK PER DWG. NO. W-8
EXISTING WATER MAIN
RESILIENT SEATED GATE MJ X FL TAPPING
VALVE, SEE SPECIFICATIONS
COUPLING ADAPTER AS REQUIRED
BY PIPE SIZE AND TYPE
TAPPING SLEEVE
SEE SPECIFICATIONS
2' MIN.
MINIMUM 10' LONG
TRENCH TO ALLOW FOR
CITY TAPPING MACHINE
TRENCH LIMIT
NOTES:
1.CONTRACTOR TO DIG & VERIFY PIPE SIZE AND MATERIAL PRIOR TO ORDERING MATERIALS.
2.MATERIALS TO BE ON THE JOB PRIOR TO SCHEDULING SHUTDOWNS OR TAPS. UP TO 48 HOURS NOTICE SHALL BE REQUIRED TO
SCHEDULE CITY CREWS FOR TAP.
3.MAXIMUM TAP TO EXISTING LINE NOT TO EXCEED 50% OF MAIN DIAMETER ON A.C. OR P.V.C. PIPE, EXCEPT C900/905.
4.FOR D.I., C.I. STEEL AND C-900/905 SIZE ON SIZE TAPPING TEES AND SADDLES ON MAINS SHALL BE TAPPED 1/2" UNDERSIZED.
5.CONTRACTOR TO EXCAVATE, INSTALL TAPPING SLEEVE AND VALVE PRIOR TO CITY CREW ARRIVAL, CITY CREW WILL COMPLETE
TAP, TAP FEE MAY BE REQUIRED. CONTRACTOR SHALL SUPPLY PROPER SLOPING/SHORING, ALONG WITH TABULATED DATA, PRIOR
TO CITY CREW ARRIVAL.
6.ONCE IN SERVICE, WATER SHALL NOT BE TURNED OFF WITHOUT APPROVAL FROM CITY ENGINEER OR CITY FIELD DIVISION
MANAGER.
7.IF WATER MAIN IS LESS THAN 6" DIAMETER, A CUT-IN TEE SHALL BE USED.
CITY OF PASCO - STANDARD
DETAIL TAPPING WATER MAIN W-1
R: 09/06/2019
CITY OF PASCO - STANDARD
DETAIL CONCRETE THRUST BLOCKING W-8
R: 09/06/2019
VERTICAL THRUST BLOCKS
REBAR EMBEDMENT HOOK
SIZE DEPTH SIZE
# 4 11"6"
# 5 14"7.5"
# 6 17"9"
# 8 22"12"
SADDLE THRUST BLOCK
SEE DWG. NO. W-9
NOTES:
1.THRUST BLOCKING TO BE STRUCTURAL CONCRETE PER SPECIFICATIONS. MAX. SLUMP OF 4".
2.THE TABULATIONS ARE BASED UPON A MAXIMUM WATER PRESSURE OF 150 PSI AND A SAFE BEARING CAPACITY OF 2,000
LBS. PER SQ. FOOT ADJUST FOR OTHER VALUES OF PRESSURE.
3.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES.
4.ALL THRUST BLOCKS MUST BE FORMED WITH PLYWOOD OR OSB AND INSPECTED. BY C.O.P. WATER DEPARTMENT.
5.JOINTS TO BE WRAPPED POLYETHYLENE 3 MIL.
6.MECHANICALLY RESTRAINED PIPE AND FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKING, SEE SPECIAL PROVISIONS
7-09.3(21).
A(FT)B(FT)C(IN)
6" & UNDER 2 1 1.5 8
8"2 1 1.5 8
10"2 1.5 1.5 12
12"4 1.5 1.5 12
16"4 2 1.5 16
18"4 2.5 2 20
20"6 3 2 24
24"8 3.5 2 24
TOP VIEW
SIDE VIEW
B
C
2
4
6
9
15
19
24
34
FUTURE WATERLINE
END CAP3/4" SHACKLE RODS,
GALVANIZED
FUTURE WATERLINE
END CAP
ROD "L"
SEE NOTE 1
3/8" REBAR
UNDISTURBED EARTH,
TRENCH WIDTH VARIES
REBAR CAGE
PIPE
DIAMETER
SHACKLE
RODS
REQUIRED
BEARING
AREA(SF)
DIMENSIONS
MINIMUM BEARING AREA OF THRUST BLOCK IN SQ. FEET
(BASED ON 2,000 P.S.F. SOIL BEARING CAP)
A A
A
A
SECTION A - A
NOTES:
1.THE LENGTH OF RODS "L" SHALL BE 10 FEET MINIMUM OR AS
DIRECTED BY THE CITY ENGINEER, AND SHALL BE
CONTINUOUS.
2.CONCRETE SHALL BE PER THE SPECIFICATIONS.
3.RESTRAINED JOINTS (MEGA-LUG AND/OR FIELD LOC GASKETS)
MAY BE USED IN LIEU OF THRUST BLOCKS, SEE SECTION
7-09.3(21).
B
B
B
CITY OF PASCO - STANDARD
DETAIL SADDLE THRUST BLOCKING W-9
R: 5/06/2020
R
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APPROVED FOR PUBLICATION
DATESTATE DESIGN ENGINEER
Washington State Department of Transportation
12"12"
SPACING OF ANCHOR BARS
# 3 BARS (TYP.)
1" MIN. (TYP.)
12"12"DRAWN BY: BILL BERENSEXTRUDED CURB
STANDARD PLAN F-10.42-00
SHEET 1 OF 1 SHEET
5"1"6"1
1
/
2
"
R
.
1" R.1 1/2" R.1" R.
1
1
/
2
"
R
.1 1/2" R.10"
2 1/2"2 1/2"2"4"8"
6"1"1"
1" R.1" R.
1" R.1" R.1"3"8"
6"1"1"
5"1"6"10"
2 1/2"2 1/2"2"4"8"
6"1"1"1"3"8"
6"1"1"
1
1
/
2
"
R
.1 1/2" R.1" R.1" R.
1" R.
1
1
/
2
"
R
.
1" R.
1" R.1 1/2" R.1" R.2"6"2"2"TYPE 1
TYPE 2
TYPE 3
TYPE 6
(CEMENT CONCRETE)
CEMENT CONCRETE EXTRUDED CURB
1
1
/
2
"
R
.1 1/2" R.1
1
/
2
"
R
.1 1/2" R.(HOT MIX ASPHALT)
(HOT MIX ASPHALT)
(HOT MIX ASPHALT)6"(CEMENT CONCRETE)6"(CEMENT CONCRETE)
# 3 BAR
# 3 BAR
# 3 BAR
(FOR TYPES 4, 5, AND 6)
10’ - 0"
BETWEEN JOINT
S
(
T
Y
P
.
)
NOTE
JOINTS MAY BE FORMED DURING INSTALLATION USING
A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES
TO MINIMUM STRENGTH.
TYPE 4
TYPE 5
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER31805KEN L
SMITHEXPIRES AUGUST 26, 2007
ROYE
01-23-07Ken L. Smith NOTE: THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT AN ELECTRONIC DUPLICATE. THE ORIGINAL, SIGNED BY THE ENGINEER AND APPROVED FOR PUBLICATION, IS KEPT ON FILE AT THE WASHINGTON STATE DEPARTMENT OF TRANS-PORTATION. A COPY MAY BE OBTAINED UPON REQUEST.
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
STATE DESIGN ENGINEER
Washington State Department of Transportation
1.
2.
NOTES
A
~~A A A
3' - 0"3' - 6"4" MAX. ELEVATION
TYPE ST-1 SIGN SUPPORT
ELEVATION
TYPE ST-2 SIGN SUPPORT
ELEVATION
TYPE ST-3 SIGN SUPPORT
ELEVATION
TYPE ST-4 SIGN SUPPORT
TYPE ST-4TYPE ST-2TYPE ST-1 TYPE ST-3
B
AVIEW
SIGN POST
TOP OF
TOP OF SIGN
SIGN POST 2"VARIESVARIESLINE
GROUND
FINISHED
3' - 6"3' - 0"1"COMMERCIAL CONCRETE 9"STABILIZER FIN
CLEAN-OUT BAR4"MAX. 9"BACKFILL MATERIAL
COMPACTED NATIVE
DIAM.
12"
BACKFILL MATERIAL
COMPACTED NATIVE3' - 6"3' - 0"SIGN POST
FOR SIGN POST
BOLT STOP
LEG ANGLE
ANCHOR
STABILIZER FIN
WEDGE
SIGN POST
SIGN POST
POST SUPPORT
LOWER SIGN
BAR
CLEAN OUT
POST SUPPORT
LOWER SIGN ~~FOR SIGN POST
BOLT STOP
~~LEG ANGLE
ANCHORFOR SIGN POST
BOLT STOP
DIAM.
9"
DIAM.
12"SEE STD. PLAN G-20.10DRAWN BY: FERN LIDDELL3.
LINE
GROUND
FINISHED
SQUARE TUBE
TOP OF LOWER
LINE
GROUND
FINISHED
LINE
GROUND
FINISHED
OF SIGN
BOTTOM
SIGN PANEL
SIGN PANEL
OF SIGN
BOTTOM
AND WASHER (TYP.)
HEX BOLT WITH NUT
FOR SIGN POST
BOLT STOPH1" ~ POST HEIGHT"H1" ~ POST HEIGHT"H1" ~ POST HEIGHT"H1" POST HEIGHT" 12-GAGE STEEL TUBE
OR 2 1/4" (IN) SQUARE,
SIGN POST ~ 2" (IN)
STEEL TUBE
SQUARE, 12-GAGE
SIGN POST ~ 2 1/4" (IN)
SQUARE, 12-GAGE STEEL TUBE
SUPPORT ~ 2 1/2" (IN)
LOWER SIGN POST
REQUIRED ~ SEE
SIGN BRACE, WHEN
STD. PLAN G-50.10
(SEE NOTE 2)(SEE NOTE 2)(SEE NOTE 2)NOTE 3)
STEEL TUBE (SEE
SQUARE, 12-GAGE
SIGN POST ~ 2 1/2" (IN)(SEE NOTE 2)SEE STD. PLAN G-20.107' - 0" MIN.SEE STD. PLAN G-20.107' - 0" MIN.7' - 0" MIN.SEE STD. PLAN G-20.10 7' - 0" MIN.POST
SIGN
HEAVY-DUTY ANCHOR
7-GAGE, HOT-DIP GALV.,
SUPPORT ~ 3" (IN),
LOWER SIGN POST
4.
5.
TUBE
SQUARE
LOWER
TOP OF
2 REQUIRED (TYP.)
WITH NUT AND WASHERS ~
FLANGED SHOULDER BOLT1"~~SIGN POST
SIGN PANEL
BDETAIL
HEAD NUT
3/8" (IN) HEX
HEX HEAD BOLT
3 1/2" (IN) LONG
3/8" (IN) DIAM. ×
H1
be substituted. See Contract Plans.
2 1/4" (in) post with a 2 1/2" (in) PSST anchor may
A 2" (in) post with a 2 1/4" (in) PSST anchor or a
", refer to the Sign Specification Sheet in the Contract.For "
assembled.
are shown on this plan only to illustrate how the parts are
NCHRP 350 crash test criteria. The base connection details
patented, manufactured products that are in compliance with
nections are intentionally not shown. Base connections are
Dimensions for the parts used to assemble the base con-
NYLON WASHER
STEEL FLAT WASHER
7/16" (IN) INSIDE DIAMETER (I.D.)
WASHER
STEEL LOCK
7/16" (IN) I.D.
2", 2 1/4"
DEPTH
BURIED
2' - 6"
3' - 0"
STEEL TUBE
SQUARE, 12-GAGE
2 1/4" (IN), OR 2 1/2" (IN)
SIGN POST ~ 2" (IN),
STANDARD PLAN G-24.50-05
INSTALLATION DETAILS
TYPES ST-1 - ST-4
STEEL SIGN SUPPORTSEE TABLEPOST SIZE
2 1/2"
9-289-06
Standard Specification
Standard Specification, Section 9-06
. and Sections
,that meets the requirements of
Use only base connection manufacturer supplied hardware
.
Perforated square steel post shall meet the requirements of STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER29115
TEBSIN .C NHOJ
DRAWN BY: COLBY FLETCHER5’ - 0"5’ - 8"8’ - 0"1’ - 3"
‘
& LANE
SYMBOL
4"
8"
TRAFFIC ARROW
TYPE 3SR (RIGHT)
TRAFFIC ARROW
TYPE 1S
TRAFFIC ARROW
TYPE 2SR (RIGHT)
(SHOWN AT REDUCED SCALE)
TYPE 2SL TRAFFIC ARROW
MIRROR IMAGE OF
(SHOWN AT REDUCED SCALE)
TYPE 3SL TRAFFIC ARROW
MIRROR IMAGE OF
NOTE
8’ - 0"2’ - 8"3’ - 0"1’ - 0"8"8"2’ - 4"1’ - 6"
AXIS
ELLIPSE "A"
1’ - 4"
1’ - 2"
1’ - 2"
10" ~ ELLIPSE "B" AXIS
ELLIPSE "A"
TYPE 2SL (LEFT) TRAFFIC ARROW 8’ - 0"2’ - 8"3’ - 0"1’ - 0"8"8"
1’ - 6"1’ - 2"
10" ~ ELLIPSE "B" AXIS
1’ - 4"
1’ - 2"
1’ - 0"
2’ - 4"
ELLIPSE "B"
AXIS
ELLIPSE "A"
TRAFFIC ARROW
TYPE 4S
2’ - 4"13’ - 4"2’ - 8"3’ - 0"1’ - 0"8"8"
1’ - 6"
AXIS
ELLIPSE "A"
1’ - 2"
10" ~ ELLIPSE "B" AXIS 4’ - 1"4’ - 7"TYPE 3SL (LEFT) TRAFFIC ARROW
7.73 SQ.FT.
MARKING AREA
8.03 SQ.FT.
MARKING AREA
14.83 SQ.FT.
MARKING AREA
12.86 SQ.FT.
MARKING AREA
STANDARD PLAN M-24.40-02
SHEET 1 OF 2 SHEETS
ELLIPSE "B"
OF ELLIPSES
CENTER POINT
7.73 SQ.FT.
MARKING AREA
14.83 SQ.FT.
MARKING AREA
GRID IS 4" (IN) SQUARE
‘SYMBOL & LANE
3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
GRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
1’ - 4"
1’ - 2"
ELLIPSE "A"
ELLIPSE "B"
8"
1’ - 8"8"1’ - 0"3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXISGRID IS 4" (IN) SQUARE
OF ELLIPSES
CENTER POINT
SYMMETRICAL ABOUT ‘2’ - 4"3’ - 8"ELLIPSE "A" AXIS2’ - 0"ELLIPSE "B" AXIS‘
& LANE
SYMBOL
ELLIPSE "A"
being placed on roadways with a posted speed limit of 40 mph or lower.
Use the dimensions shown on this plan for each type of Traffic Arrow
LOW-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
O
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EGISTEREDPROFE
S
SIONAL ENGINEER
‘
LANE
( 2.05’)~~
~~
2’ - 0"
2’ - 5/8"
8"
1
’ -
6
"
3
’ -
6
"
6
’ -
0
"
»¿
1
2
’ -
0
"
TRAFFIC ARROW
TYPE 6SR (RIGHT)
TRAFFIC ARROW
TYPE 6SL (LEFT)13’ - 4"2’ - 8"3’ - 0"1’ - 0"8"1’ - 6"
AXIS
ELLIPSE "A"
1’ - 2"
10" ~ ELLIPSE "B" AXIS4’ - 1"4’ - 7"8"
TYPE 7S TRAFFIC ARROW5’ - 4"2’ - 4"(SHOWN AT REDUCED SCALE)
(MIRRORED ABOUT LANE CENTERLINE)
MIRROR IMAGE OF TYPE 6SL
19.58 SQ.FT.
MARKING AREA
15.94 SQ.FT.
MARKING AREA
15.94 SQ.FT.
MARKING AREA
SHEET 2 OF 2 SHEETS
STANDARD PLAN M-24.40-02
DRAWN BY: COLBY FLETCHER»¿
‘SYMBOL
2’ - 0"2’ - 0"ELLIPSE "B" AXISOF ELLIPSES
CENTER POINT 3’ - 8"ELLIPSE "A" AXIS‘SYMMETRICAL ABOUT
GRID IS 4" (IN) SQUARE
"A"
ELLIPSE
1’ - 2"
1’ - 4"
8"
4’ - 8"
2’ - 4"1’ - 0"
‘
& LANE
SYMBOL
"B"
ELLIPSE
LOW-SPEED ROADWAYS
TRAFFIC ARROWS FOR
SYMBOL MARKINGS ~
APPROVED FOR PUBLICATION
Washington State Department of Transportation
STATE DESIGN ENGINEER
36103
HSLAW .J NAIRB
STA TEOFWASHINGT
O
NR
EGISTEREDPROFE
S
SIONAL ENGINEER
Appendix A
QuestCDN
On-Line Bidding User Guide
On‐Line Bidding User Guide
Welcome to VirtuBid™ with the Quest Construction Data Network!
VirtuBid™ (vBid™) is a state‐of‐the‐art electronic bidding service that benefits the bidder by allowing more time
for last minute price adjustments. Bidders can now submit their numbers and forms within seconds of bid closing
to ensure the most competitive bids, simply by the push of a button.
On‐Line Bid ID code
You must create your On-Line Bid ID code to submit your bid.
Prior to participating in On-Line Bidding, be sure to set up your company’s On-Line Bid ID code. Your On-Line
Bid ID code is your digital signature. You may also need to update your QuestCDN password to higher security if
needed (On-Line Bidding new password minimum is 8 characters with one uppercase, one lowercase and one
numeral). Updating passwords and creating an On-line Bid ID code can only be done by your System
Administrator.
Creating your On‐Line Bid ID code
My Account – Located in the Green Title Bar in the functional menu.
User Info – Enter On-line Bid ID code (new minimum is 8 characters with one uppercase, one lowercase and
one numeral).
Confirm On-line Bid ID code – Re-type your Bid ID code to confirm.
Save – Click Save to update and save your code.
Before you can enter On‐Line Bidding you must first Download the Project Document. You must also download
all addendums before you will be able to submit your bid.
To download the Project Documents or addendums – Log into your QuestCDN account, enter the project number
and click search. (you may have to click on the project name to open the Bid Advertisement Page). Click on
Download Document for the projects document file. Click on Addenda to download addendums (located in the
green title bar.) Once downloaded, close the bid advertisment window and then reopen to refresh the screen.
QuestCDN On‐Line Bidding
Accessing On‐Line Bidding
There are two ways to access QuestCDN On-Line Bidding
1. Click on the On-Line Bidding button to log into Quest VirtuBid™ (located on the first page of QuestCDN
in the black/ green title bar).
2. Enter the project number and click search. (You may have to click on the project name to open the Bid
Advertisement page).
On the Bid Advertisement Page click the On-Line Bid Button.
On‐Line Bidding
On‐Line Bid Button
Project # & Search
Logging into Vbid ‐ On‐Line Bidding
1. Log into Vbid - On-Line Bidding using your QuestCDN User Name and Password. (Password must = new
security minimum of 8 characters with one uppercase, one lowercase and one numeral. If needed, go to “My
Account” to update the password.)
2. On the Home page of vBid - On-Line Bidding projects are sorted by Bids Started, Bids Available, Bids
Submitted, Bids Closed (Bid Submitted), Bids Closed (no bid submitted).
3. Select your project by clicking on the underlined project name.
Qualification Tab
The Qualification Tab will contain all necessary documents and forms uploaded by the owner/solicitor that are
required for the project. Download all documents and forms that are required, fill them out and upload the
completed forms back to the project (if required).
Qualification Sections
1. Bid Bond Section
Complete the Bid Bond information which could be an electronic (pdf) version of your bid bond or Surety
2000. (this information depends on what the solicitor has requested). If both are offered you only need to
complete one.
A. Electronic Bid Bond
Upload your file containing your company’s bid bond information
B. Surety2000 Bid Bond
Enter the Contract Number (This is the QuestCDN project number)
Enter the Contractor ID (This is your QuestCDN member number)
The Unique Contract Number and Unique Contractor ID must first be provided to the Insurance Agency and the
agent must use these two numbers when requesting a Surety Bond ID. Your Contractor ID will stay the same but
the Contract Number will change from project to project.
2. Bidder must download the following file for bid submission section
Download all documents that are shown as requiring a download. Each required download will have a file
name and a download link. Click on the Save Button to update the screen.
The screen will now show the downloaded date of the file.
A
B
Downloaded
Date Download file
3.Bidder must download, complete, and submit (or replace) the following files for bid submission section
Click the Download link to download all required documents, select the Save button to update, there will
now be a Upload Button. Complete all information and save the document(s) to your computer. Select
the Choose File button to retrieve your file from your computer. Select the Upload button to upload your
file to the bid.
A)Completed Upload - The name of the uploaded document will be shown next to the Upload button.
B)Downloaded Date - If you have downloaded the document but not uploaded your completed document
file, the message shows the document downloaded date. You need to upload your file before you can
submit your bid.
C)Download File ‐ If you have not downloaded the document a message will display‐ downloading
required for bid submission. You need to download and upload the completed file before you can submit
your bid.
4.Check or Replace File
Quest vBid allows you to check your uploaded documents and replace them as often as you need. To check
the file uploaded, click on the uploaded document name. To replace it, select Choose File and retrieve the
correct file from your computer. Select Upload to complete the upload of your replacement file.
5.Post letting information works the same as the sections above, except there is a separate due date, after the
normal letting close. Documents requested in this section can be uploaded any time after the actual bid
letting time but must be uploaded before the Deadline date and time set by the solicitor. Please check the
separate due date and comply.
Deadline date
#4
A
B
C
Bid Worksheet Tab
Work Sheet Sections
White sections are part of the Base Bid and require that you bid each item before submitting.
Pink sections are Optional and completion may or may not be mandatory, Items in this section will not be
added to the base bid. Please follow the instructions specified by the solicitor.
Blue sections are Fixed and specified by the solicitor, you cannot change them and they are automatically
added to the base bid.
Entering the Unit Price Fields
Fill in the Unit Price Field by clicking on the appropriate line item in the worksheet. You can move from unit
price to unit price by using your Enter key or the Up/Down Arrow. When finished be sure to click Save.
Once you have finished both the Qualification page and the Worksheet page you are ready to Submit Bid.
Import & Export CSV
Use the Export to CSV button to export the Bid Worksheet to an Excel spreadsheet. This option may be
helpful for additional calculations and percentage markups on the unit price.
Use the Import from CSV button to import your Excel spreadsheet back to the Bid Worksheet.
.
You may not add or make changes to the headers or verbiage and you may not move line items.
If changes have been made to any of these fields the Import CSV will fail to upload correctly and
you will not be able to submit your bid or your bid may be incorrect. Only make changes to the
Unit Price Field.
Submitting your On‐Line Bid with Bid ID code
Download all addenda’s before you submit your bid. If addendums are not downloaded, you will not be
able to submit your bid. Return to QuestCDN and login to download.
Enter your On‐Line Bid ID code and check the I Agree box to accept the Terms and Conditions. Submit your bid– (the On‐Line
Bid Id code is a special pass code required only at bid submittal, this code is your digital signature– it can be added or changed
by logging into your QuestCDN account @ www.questcdn.com ‐ once logged into your account go to “My Account” located
in the green title bar and select User Info. Add or change your Bid ID Code, remember to save your changes).
Error Messages
After you Submit your bid the system verifies that you have completed all the requirements. The error
message Bid Not Submitted will be shown if you have errors in your bid submission. Below are some
examples of error messages.
Missing bid bond information
Required unit price is missing.
Required addenda’s have not been downloaded.
Required file has not been uploaded.
Bid Bond Error
Unit Price Error
Agree
Bid ID Code
Bid Not Submitted
Make any corrections needed. Save and Submit the bid. Once your bid is submitted successfully you will receive a
confirming email showing your bid was delivered (be sure to keep this email). The page message will now say
BID SUBMITTED.
Download Addenda Error
Upload Required File Error
Upload the
file
Bid Submitted
Making Changes to your Bid
Changing Prices - You can make changes and resubmit as many times as you need before the bid ending
time. Select Edit Worksheet to make any changes needed. When finished select Submit Changes, enter your
On-Line Bid Id code, check “I agree” and Submit. The owner of the project will only receive the last
submission. If you fail to re-submit, your changes will not be updated.
Un-Submit your bid - If you need to un-submit your bid, select Unsubmit Bid. This will remove your bid
tabulation in its entirety (all data entered will remain saved). You may re-submit your bid at any time before
the end of the bid closing time. If you fail to re-submit, your bid will not be received by the solicitor.
Unsubmit Bid
Submitted
WRIGLEY DRIVE EXTENSION
Located in the City of Pasco, Franklin County, Washington, within Section 9, and
Township 9 North, Range 29 East, Willamette Meridian between Clemente Lane &
Convention Drive.
R
Know what's below.
before you dig.Call
DATUM ELEVATION
ELEVATIONS BASED ON
WASHINGTON STATE
REFERENCE NETWORK
(WSRN) NAVD88
N
FEDERAL AID NO. STPUL-3552(001)
PROJECT
SITE
SEPTEMBER 2020
2%2%
COLLECTOR
1' TYP.
39' TO TOP BACK OF CURB
60' R/W
95% COMPACTED
SUBGRADE
NOTE:
ALL ASPHALT AND ROCK DIMENSIONS SHALL BE MINIMUM THICKNESS, COMPACTED DEPTHS.
TYPE "A" CURB AND GUTTER
1.5'18'1.5'18'
3" HOT MIX ASPHALT CL. 1/2" PG 64S-28
2" CRUSHED SURFACING TOP COURSE
8" CRUSHED SURFACING BASE COURSE
NOT TO SCALE
XX
XX
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVER
Know what's below.
before you dig.Call
N
TESC NOTES:
STORM DRAIN INLET PROTECTION
BMP C220
NOT TO SCALE
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVER
Know what's below.
before you dig.Call
N
1
2 3
4
56
1 WRIGLEY DRIVE, STA. 0+56, 19' LT
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 35 L.F. 8-INCH DUCTILE IRON
STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 6 L.F. 12-INCH STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 2 48 IN. DIAM. WITH
LID AND 40 L.F. OF INFILTRATION TRENCH .
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 49 L.F. 8-INCH DUCTILE IRON
STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 1 WITH CAST IRON
VANED GRATE AND 26 L.F. 12-INCH STORM DRAIN PIPE
INSTALL NEW CATCH BASIN TYPE 2 48 IN. DIAM. WITH
LID AND 45 L.F. OF INFILTRATION TRENCH
4 WRIGLEY DRIVE, STA. 5+51, 25' LT
2 WRIGLEY DRIVE, STA. 0+56, 19' RT
3 WRIGLEY DRIVE, STA. 0+58, 22.5' RT
5 WRIGLEY DRIVE, STA. 5+51, 25' RT
6 WRIGLEY DRIVE, STA. 5+26, 22.5' RT
513.08
513.08
513.65
510.29
510.29
511.22
511.00
509.70
509.50
508.29
507.90
507.60
----
509.80
509.60
----
508.00
507.70
1.FOR CB TYPE 1, STD DETAIL SD-1.
2.FOR CB TYPE 2, STD DETAIL SD-2.
3.INSTALL INLET PROTECTION SOCKS ON ALL CATCH
BASINS. INLET PROTECTION TO REMAIN AFTER PROJECT
COMPLETION.
4.A FULL LENGTH PIECE OF DUCTILE IRON PIPE SHALL BE
CENTERED ON THE POINT OF CROSSING THE WATER LINE.
5.PROVIDE ALL NECESSARY FITTINGS NECESSARY TO
CONNECT BETWEEN STRUCTURES.
R
Know what's below.
before you dig.Call
N
5050250 100 150
1
1
3
2
2
3
1
2
3
3
12
3
3
1
2
1 2
12
3
WRIGLEY DRIVE
CLEMENTE LANECONVENTION DRIVE3
2
6
4 5
1
R
Know what's below.
before you dig.Call
N
SAW CUT TO LIMITS SHOWN.
MATCH EXISTING ASPHALT.
INSTALL NEW ROAD PER TYPICAL ROADWAY
SECTION.
CONSTRUCT NEW SANITARY SEWER PIPE, 10 INCH
CONSTRUCT NEW SANITARY SEWER PIPE, 8 INCH
CAP FOR FUTURE
INSTALL NEW 8"x6" FLxMS TEE TO 6" GATE VALVE
MJxFL
INSTALL TYPE 'A' CURB AND GUTTER PER CITY
STANDARD, DETAIL ST-6
INSTALL 6" RESILIENT GATE VALVE- FLxMJ
BRASS CAP FOUND IN CASE STA 5+93.25. PROTECT
IN PLACE OR REPLACE DURING CONSTRUCTION.
INSTALL THRUST BLOCK PER DETAIL W-8.
PROTECT EXISTING IRRIGATION TO REMAIN.
INSTALL TWO 4" PVC CONDUITS FOR FUTURE USE
(STA 1+50 AND 4+35). MARK WITH DETECTABLE
WARNING TAPE.
INSTALL CAP FOR FUTURE USE.
INSTALL NEW BLOW-OFF ASSEMBLY PER CITY
PASCO STANDARDS.
INSTALL NEW FIRE HYDRANT PER CITY PASCO
STANDARDS.
ADJUST MANHOLE TO FINISH GRADE.
GRADE BEHIND CURB AT 3:1 SLOPE PER TYPICAL
STREET SECTION.
INSTALL NEW BLOW-OFF ASSEMBLY PER CITY OF
PASCO STANDARDS. WATER LINE TO BE EXTENDED
IN THE FUTURE. INSTALL FULL SIZE VALVES.
INSTALL SELECT BACKFILL MAX 2' DEEP BELOW
PAVEMENT SECTION WITHIN NEW ROADWAY
SECTION. INSTALL AT LOCATIONS WHERE UTILIZES
TRANSVERSELY CROSS ROADWAY.
REMOVE AND RELOCATE FOUR EXISTING TYPE 3
BARRICADES AS SHOWN ON SIGNING AND
STRIPING PLAN.
ADJUST VALVE BOX TO FINISHED GRADE.
PROTECT EXISTING DIRECT BURY UNDERGROUND
POWER CONDUCTOR TO REMAIN. DEPTH
UNKNOWN. IF ENCOUNTERED, LOWER TO MEET
NEC REQUIREMENTS.
ABANDON IRRIGATION LINE.
INSTALL TYPE 6 EXTRUDED CURB PER WSDOT
STANDARD PLAN F-10.42-00. PROVIDE 1' GAP AT
LOW POINT OF ROADWAY FOR DRAINAGE.
1
2
2
5
5
2
7
7 8
9
1
1
13
12 1210
10
1
2
1
11
11
15
18
18
3
3
11
4
14
16
17
17
17
17
191919
1920
22
24
22
24
23
21
19
196
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
ONLYONLYR
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N
1.CROSS WALKS SHALL BE INSTALLED PER CURRENT WSDOT
STD PLAN M-15.10
2.LONGITUDINAL PARKING PATTERNS SHALL BE
INSTALLED PER CURRENT WSDOT STD PLAN M-20.10
3.SIGNS SHALL BE INSTALLED AND LOCATED IN
ACCORDANCE WITH MUTCD GUIDELINES AND
REQUIREMENTS, AND WSDOT REQUIREMENTS.
4.PAVEMENT MARKING ARROWS AND LETTERS TO BE PER
WSDOT STANDARD PLAN M-80.10 LOW SPEED APPLICATION.
5.SIGN SUPPORT POSTS TO BE ST-2 PER WSDOT STANDARD
PLAN G-24.50.
6.ALL PAVEMENT MARKINGS SHALL BE TYPE A, LIQUID HOT
APPLIED THERMOPLASTIC, UNLESS OTHERWISE APPROVED
OR NOTED. ARROWS AND LETTERS MAY BE TYPE B,
PRE-FORMED FUSED THERMOPLASTIC.
R
Know what's below.
before you dig.Call
N
5050250 100 150
1
1
3
2
2
3
3
2
1
321
3
R
Know what's below.
before you dig.Call
N
5050250 100 150
1
1
3
2
2
3
3
3
2
1
2 1
3
2
1
3
PRECAST ECCENTRIC
CONE
1/2" PER FT.
NOTES:
1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES.
2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD
SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM.
3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID.
4.FOR CAST-IN-PLACE MANHOLES, THE CHANNEL SHALL BE FITTED WITH A SAND COLLAR. FOR PRECAST MANHOLES, THE CHANNEL SHALL
BE FITTED WITH AN A-LOK PREMIUM GASKET. CORE DRILL HOLE SHALL BE FITTED WITH A SAND COLLAR.
5.FOR STRAIGHT THRU MANHOLES, THE INVERT ELEVATION SHALL HAVE A .10' OF FALL FROM THE INLET TO THE OUTLET. FOR MANHOLES
WITH A BEND OR CHANGE IN DIRECTION, THE INVERT ELEVATION SHALL HAVE .20' OF FALL FROM THE INLET TO THE OUTLET.
6.RE-CHANNEL BASE IF INLET OR OUTLET PIPES DO NOT ALIGN WITH EXISTING MANHOLE CHANNEL.
7.PIPE ALIGNMENT INTO AND FROM MANHOLE SHALL HAVE 0° DEFLECTION.
8.MANHOLE SHALL NOT INCLUDE STEPS.
TOP OF BENCH TO BE
LEVEL WITH TOP OF PIPE
ENTERING MANHOLE
MORTAR FILL
CAST-IN-PLACE OR PRECAST BASE
(SEE WSDOT STD. PLAN B-15.20)
(SEE NOTE 2)
GROUT
INSIDE
JOINT
MANHOLE PLAN
NEW BASE
STANDARD MANHOLE FRAME AND
COVER, SEE DWG. NO. SS-2
MANHOLE ADJUSTMENTS
SEE DWG. NO. SS-4
CONFINED GROOVE JOINT
WITH RUBBER GASKET
MANHOLE PLAN
CORE DRILLING INTO EXISTING
CUT INTO OTHER SIDE
OF EXISTING
CHANNEL AND SHAPE
DOWNSTREAM EDGE
SLOPE:
CUT INTO SHELF
SUFFICIENTLY TO ALLOW
CAMERA ACCESS.
CAST-IN-PLACE PRECAST
6"6" MIN.
6" MIN.
6" MIN.
48"
4" MIN
4" MIN, 18" MAX
MANHOLE FOR 8" TO 21"
PIPE
CHANNEL
WIDTH TO
MATCH PIPE
DIAMETER
CITY OF PASCO - STANDARD
DETAIL
STANDARD
MANHOLE SS-1
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
R: 09/06/2019
TONGUE AND
GROOVE JOINT
WITH MASTIC
PRECAST ECCENTRIC
CONE
1/2" PER FT.
NOTES:
1.THE INSIDE JOINT SURFACE SHALL BE GROUTED. GROUT ALL LIFT AND LADDER RUNG HOLES.
2.ALL CHANNELIZATION OF MANHOLE BASES SHALL BE FULLY COVERED BY A RIGID MATERIAL DURING CONSTRUCTION OF ROAD
SURFACES TO PREVENT FOREIGN MATERIALS FROM ENTERING SYSTEM.
3.FOR MANHOLES LESS THAN 5'-0" USE FLAT TOP MANHOLE WITH TRAFFIC BEARING LID.
4.FOR CAST-IN-PLACE MANHOLES, THE CHANNEL SHALL BE FITTED WITH A SAND COLLAR. FOR PRECAST MANHOLES, THE CHANNEL SHALL
BE FITTED WITH AN A-LOK PREMIUM GASKET. CORE DRILL HOLE SHALL BE FITTED WITH A SAND COLLAR.
5.FOR STRAIGHT THRU MANHOLES, THE INVERT ELEVATION SHALL HAVE A .10' OF FALL FROM THE INLET TO THE OUTLET. FOR MANHOLES
WITH A BEND OR CHANGE IN DIRECTION, THE INVERT ELEVATION SHALL HAVE .20' OF FALL FROM THE INLET TO THE OUTLET.
6.RE-CHANNEL BASE IF INLET OR OUTLET PIPES DO NOT ALIGN WITH EXISTING MANHOLE CHANNEL.
7.PIPE ALIGNMENT INTO AND FROM MANHOLE SHALL HAVE 0° DEFLECTION.
8.MANHOLE SHALL NOT INCLUDE STEPS.
TOP OF BENCH TO BE
LEVEL WITH TOP OF PIPE
ENTERING MANHOLE
MORTAR FILL
CAST-IN-PLACE OR PRECAST BASE
(SEE WSDOT STD. PLAN B-15.20)
(SEE NOTE 2)
GROUT
INSIDE
JOINT
MANHOLE PLAN
NEW BASE
STANDARD MANHOLE FRAME AND
COVER, SEE DWG. NO. SS-2
MANHOLE ADJUSTMENTS
SEE DWG. NO. SS-4
CONFINED GROOVE JOINT
WITH RUBBER GASKET
MANHOLE PLAN
CORE DRILLING INTO EXISTING
CUT INTO OTHER SIDE
OF EXISTING
CHANNEL AND SHAPE
DOWNSTREAM EDGE
SLOPE:
CUT INTO SHELF
SUFFICIENTLY TO ALLOW
CAMERA ACCESS.
CAST-IN-PLACE PRECAST
6"6" MIN.
6" MIN.
6" MIN.
48"
4" MIN
4" MIN, 18" MAX
MANHOLE FOR 8" TO 21"
PIPE
CHANNEL
WIDTH TO
MATCH PIPE
DIAMETER
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
TONGUE AND
GROOVE JOINT
WITH MASTIC
FRAME
LOCKING COVER
LIFT HANDLE DETAIL
1/2" THICK
WEBS
NON-SKID
PATTERN
2" LETTERS
(SEE NOTE 4)
1" DIA. HOLE
CAST IRON STYLERING & COVER
IN LOCKED POSITION
25" - 25-1/8"
1"
3/8"
34-3/4" MIN.
26-3/8"
OPENING 25-1/4"
6"
1"
3/4"
5"
23-3/4"
1-1/4"NOTES:
1.COVER WEIGHT-MIN. 150 LBS.
FRAME WEIGHT-MIN. 185 LBS.
2.MACHINE COVER SEAT & COVER FACE.
3.LOADING-40,000 LBS. HEAVY (H-40 RATING) TRAFFIC LOADING
4.MANHOLE COVERS TO BE LETTERED AS "WATER,'' "SEWER,'' OR
"STORM'' AS REQUIRED BY TYPE OF APPLICATION. ALSO COVERS
SHALL HAVE RAISED 2" LETTERS WITH THE WORDS "CITY OF
PASCO".
CITY OF PASCO - STANDARD
DETAIL
MANHOLE FRAME AND COVER
(LOCKING & NON-LOCKING)SS-2
COVER
NON-SKID
PATTERN
2" LETTERS
(SEE NOTE 4)
1" DIA. HOLE
1"
3/8"
25" - 25-1/8"
R: 09/06/2019
NOTE:
BOLLARDS MAY BE REQUIRED BY CITY ENGINEER.
INSTALL CONCRETE
CONCRETE COLLAR WITH
LIGHT BROOM FINISH
GRADE RINGS
COVER WEARBARS ARE TO
BE FLUSH WITH EXISTING
FINISHED GRADE
CRUSHED SURFACING TOP
COURSE OR NATIVE MATERIAL
COMPACTED TO 95%
ASTM D698
CITY OF PASCO - STANDARD DETAIL MANHOLE
ADJUSTMENTS SS-4
MANHOLE FRAME & COVER
SEE DWG. NO. SS-2
ADJUSTMENTS 2" OR GREATER ARE TO BE MADE
WITH PRECAST CONCRETE ADJUSTMENT RINGS
WITH GROUT BETWEEN EACH EACH RING, FINISHED
INSIDE. ANY ADJUSTMENT THAT IS LESS THAN 2" IS
TO BE MADE WITH METAL SHIMS ONLY
OVERALL FACE ALIGNMENT +/-1/2"
INSTALL 2.5" DEPTH
COMMERCIAL HMA, 12"
WIDE. MATCH NEW HMA
W/EXISTING ACP SURFACE
AND M.H. FRAME. TACK
EDGE & CONCRETE PRIOR
TO PLACING HMA.
4" MIN.
18" MAX.
UNPAVED AREAS PAVED AREAS
CLASS 3000
12" WIDE X 6" THICK
CONCRETE COLLAR
CLASS 3000
12" WIDE x 8" THICK
CONCRETE COLLAR
R: 09/06/2019
PIPE ZONE
CITY OF PASCO - STANDARD
DETAIL
TYPICAL SEWER/STORM
DRAIN TRENCH SECTION SS-5
2'
6" MIN.
6" MIN.
6" MIN.
SEE DWG. NO. ST-3 FOR
TRENCH SURFACING REPAIR,
INCLUDING SAWCUT REQUIREMENTS
PIPE BEDDING MUST BE
COMPACTED TO 95% MIN.
(ASTM D698)
DETECTABLE
MARKING
TAPE
SEE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS AT
ALL LOCATIONS SEWER PIPE
CROSSES OVER WATER MAIN.
PIPE BACKFILL MUST BE
COMPACTED TO 95% MIN.
(ASTM D698)
R: 09/06/2019
NOTES:
1.CONCRETE SHALL BE PER THE SPECIFICATIONS.
2.CUT JOINTS SHALL BE 10'-0" O/C.
3.EXPANSION MATERIAL (3/8" MASTIC) SHALL BE PLACED AT ALL CURB RETURNS.
4.BONDING AGENT TO BE FOUR (4) PARTS PORTLAND CONCRETE SLURRY TO ONE (1) PART DAYTON
SUPERIOR J-40, OR APPROVED EQUAL.
5.MATCH ROADWAY SLOPE. MAXIMUM COUNTER SLOPE SHALL BE 5.0%.
6.VALLEY GUTTER SHALL INCLUDE TWO (2) #4 REBAR.
TYPE "A" BARRIER CURB AND GUTTER
MATCH ROADWAY SLOPE
TYPE "D" DEPRESSED CURB AND GUTTER AT
DRIVEWAY DROP AND ADA RAMPS
VARIES 2%
1/2"R1/4"R
6"
CITY OF PASCO - STANDARD
DETAIL CEMENT CONCRETE CURBS ST-6
18"
5/8"
6"
SEE NOTE 5
12"
5-1/2"
1/2"
18"
1"R
5/8"
STAB MIN. 3"
TYP. EVERY CUT
JOINT
CEMENT CONCRETE VALLEY GUTTER7"1/2" R1/2" R
25"11"
FLOW
LINE
9/16"7"12"7"36"
TAPER
TO ZERO
EXPANSION JOINT
CURB TERMINAL END
REBAR, SEE NOTE 6
R: 09/06/2019
6'
CITY OF PASCO - STANDARD DETAIL TRENCH SURFACING REPAIR ST-3
R: 5/07/2020
UNSURFACED AREAS
1'-0"
HMA PAVEMENT REPAIR GRAVEL SURFACING
1'-6"
(MIN)
1'-6"1'-6"
GRAVEL REPAIR LIMITS
EXCAVATION
LIMITS
NOTES:
1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRENCH SURFACE RESTORATION BEYOND THE LIMITS SHOWN,
INCLUDING WIDER TRENCH SECTIONS RESULTING FROM LAYING BACK TRENCH SIDES AT THE CONTRACTORS
OPTION.
2.NO AREA REQUIRING ASPHALT CONCRETE SURFACING REPAIR SHALL REMAIN UNPAVED FOR MORE THAN FIVE
WORKING DAYS FOLLOWING INITIAL EXCAVATION.
3.ALL THICKNESSES ARE COMPACTED DEPTHS.
4.HMA DEPTH SHALL BE BASED UPON ROADWAY CLASSIFICATION.
(MIN)
1'-6"1'-6"1'-6"
HOT MIX ASPHALT PATCH LIMITS
SYMMETRICAL
ABOUT ℄ OF PIPE
1'-0"
COMPACTED
BACKFILL
COMPACTED
BACKFILL
SAWCUT PRIOR
TO REPAIR
EXISTING PAVEMENT
SURFACING DEPTH
VARIES
EXCAVATION
LIMITS
EXISTING PAVEMENT
SURFACING DEPTH
VARIES
SAWCUT PRIOR
TO REPAIR
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
4" CRUSHED
SURFACING
TOP COURSE
HMA, CL. 1/2"
PG 64S-28
10" CRUSHED
SURFACING
BASE COURSE
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
ALTERNATE
BACKSLOPE AT
CONTRACTORS
OPTION
EXISTING
GROUND
12" MIN. SILT MATERIAL FREE
FROM ROCKS. STORE IN
STOCKPILE WHEN REMOVED
DURING TRENCHING
OPERATIONS. REPLACE TO
MINIMUM THICKNESS SHOWN.
IF EXISTING GROUND
SURFACE ADJACENT TO
TRENCH DOES NOT INCLUDE
SILT OVERBURDEN, THEN
BACKFILL TO SURFACE WITH
NATIVE MATERIAL
EXCAVATED FROM TRENCH.
EXCAVATION
LIMITS
R
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CITY OF PASCO - STANDARD
DETAIL
TYPE 1 CATCH
BASIN SD-1
R:5/07/2020
5'34"
#4 REBAR
PLAN
A
A
5'
NEW ROADWAY
#4 REBAR 2" RADIUS
CURB
SECTION A-A
CAST IRON FRAME AND
VANED GRATE, SEE
SPECIFICATIONS
DRAIN PIPE BETWEEN
DRAIN INLETS, FOR
SIZE SEE PLANS
1:2 GROUT COLLAR INSIDE AND OUT
ONE 4" ADJUSTMENT
SECTION IS REQUIRED.
3/8" EXP. JOINT
MATERIAL. (TYP)
3%-7%18" MIN. ORASDIRECTEDNOTES:
1.MAXIMUM PIPE DIAMETER SHALL BE 15 INCHES.
2.SEE DWG. NO. SS-1 FOR STORM DRAIN MANHOLE.
3.SEE DWG. NO. SD-3 FOR INFILTRATION TRENCH.
4.DO NOT KNOCK OUT HOLE IN BOTTOM OF CATCH BASIN.
5.TYPE 1L CATCH BASIN MAY BE REQUIRED IF KNOCK-OUT CANNOT ACCOMMODATE PIPE SKEW ANGLE.
18"
MIN
TYPE 1 CATCH BASIN,
WSDOT STD. PLAN B-5.20
GROUT BETWEEN ADJUSTMENT RING
AND CATCH BASIN, INSIDE AND OUTSIDE
LOWER FRAME 1/2"
FROM GUTTER FLOW
LINE ELEVATION
PIPE FLUSH WITH CATCH BASIN
WALL, CUT AS NECESSARY
CEMENT CONCRETE GUTTER
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
GUTTER PAN AND JOINTING
PER WSDOT STD. PLAN F-10.16
CITY OF PASCO - STANDARD
DETAIL
TYPE 2 CATCH
BASIN SD-2
R: 05/07/2020
NOTE:
1.SEE DWG. NO. SD-3 FOR INFILTRATION
TRENCH.
2.STORM MANHOLES IN EXCESS OF 6' DEEP
SHALL USE A 48" CONE IN PLACE OF FLAT
SLAB LID.
4' MIN., SIZE PER PLANS
24" MIN.
5' MINIMUM LENGTH
OF PVC PIPE INTO
CATCH BASIN
12" INFILTRATION PIPE,
SEE DWG. NO. SD-3
PRECAST CONCRETE
RISER RINGS AS
NECESSARY, ONE 4"
ADJUSTMENT SECTION
IS REQUIRED
CIRCULAR RING WITH SLOTTED GRATE
COVER IN COLLECTION LOCATIONS, OR
CIRCULAR RING WITH SOLID COVER IN
NON-COLLECTION LOCATIONS, SEE
PASCO SPECIFICATION 7-05.2
FLAT SLAB LID
SIGMA OIL/WATER SEPARATOR
TRANSITION
COUPLING
FLEXIBLE RUBBER
BOOT WITH
NON-SHRINK GROUT
6" OF BASE ROCK. (CSBC)
COMPACTED TO 95% DENSITY
(ASTM D698)
TYPE 2 CATCH BASIN,
WSDOT STD. PLAN B-10.20
MANHOLE ADJUSTMENT,
SEE DWG. NO. SS-4
PIPE FLUSH WITH
CATCH BASIN WALL,
CUT AS NECESSARY
FLEXIBLE RUBBER
BOOT WITH
NON-SHRINK GROUT
INLET PIPE FROM
CATCH BASIN
CITY OF PASCO - STANDARD DETAIL INFILTRATION
TRENCH SD-3
R: 05/06/2020
12" UNDERDRAIN INFILTRATION PIPE S=0.00
5'
5'
1.5' MIN.
2' MIN.
STORM SEWER PIPE
TYPE 2 CATCH
BASIN, SEE
DWG. NO. SD-2
12" PVC PIPE, SEE
DWG. NO. SD-2
12" PVC x HDPE
TRANSITION COUPLING
DRAIN ROCK ENVELOPE. SEE
DETAIL BELOW
ANGULAR DRAIN ROCK , SEE
PASCO SPECIFICATION 7-05.2
DRAIN ROCK
12" PERFORATED
UNDERDRAIN
INFILTRATION PIPE
GEOTEXTILE FABRIC
ALL AROUND, LAP
MIN. 2'
COMPACT TO 95%
CROSS SECTION
CAP AT END
FILTER SOCK AROUND
PIPE
SIDE VIEW
~~
TREATMENT SOIL AS REQUIRED TO
MEET ECOLOGY U.I.C. REQUIREMENTS
1'
SIGMA OIL/WATER SEPARATOR
R
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BLOW-OFF ASSEMBLYW-5CITY OF PASCO - STANDARD DETAILR: 5/07/2020FINISHED GRADE
5'-0"
42" MIN.
COVER
10' MIN.
2"
WATER MAIN OR
IRRIGATION LINE
FINISHED GRADE
42" MIN.
COVER
10' MIN.
2"
WATER MAIN OR
IRRIGATION LINE
1' MIN.
NOTES:
1. ON WATER MAINS WHICH WILL BE EXTENDED IN THE FUTURE, THE VALVE WHICH OPERATES THE BLOW-OFF ASSEMBLY SHALL BE THE SAME SIZE AS THE MAIN UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
2. THE THRUST BLOCK SHALL BE SIZED TO PROVIDE THRUST FOR THE MAIN WATER LINE.
3. JOINT RESTRAINTS AND FIELD LOK GASKETS MAY BE REQUIRED IN PLACE OF A SADDLE THRUST BLOCK OR MAY BE USED WITH PERMISSION OF THE CITY ENGINEER.
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
2" THREADED CAP
(FINGER TIGHT)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
STD. PIPE THREADS
CAP WITH 2" I.P.
THREADED TAP
UNDISTURBED EARTH PIPE BEDDING
SADDLE THRUST BLOCK SEE
DWG. NO. W-9
2" GATE VALVE WITH 2' SQUARE
OPERATING NUT
(COUNTERCLOCKWISE OPENING)
VALVE BOX WITH COVER
PER SPECIFICATIONS
2" DIA. GALV. STEEL
PIPE (APWA 72-2.06)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
2" THREADED CAP
(FINGER TIGHT)
SEE DWG. NO. W-4 FOR
VALVE BOX ADJUSTMENTS
STD. PIPE THREADS
CAP WITH 2" I.P.
THREADED TAPUNDISTURBED EARTH
PIPE BEDDING
SADDLE THRUST BLOCK
SEE DWG. NO. W-9
VALVE BOX WITH COVER
PER SPECIFICATIONS
2" DIA. GALV. STEEL PIPE (APWA 72-2.06)
WATER MAIN VALVE
1" HEX NUT
WELDED
TO CAP
1" HEX NUT
WELDED
TO CAP
CITY OF PASCO - STANDARD
DETAIL
CAST IRON
VALVE BOX W-4
R: 09/06/2019
WATER MAIN
WATER
LID DETAIL
EXTENSION PIECE DETAIL
UNIMPROVEDIMPROVED
MATCH NEW HMA WITH
EXISTING HMA
(CONCRETE COLLAR IN
UNIMPROVED AREAS)
SEE LID DETAIL
SEE EXTENSION PIECE DETAIL
VALVE OPERATING EXTENSIONS
SHALL BE INSTALLED TO PROVIDE
A 4 FOOT OPERATING DEPTHTRACER WIRE #12 GAUGE
COPPER WIRE WITH UF
INSULATOR COLOR BLUE
2" GAP
TIGHTLY WRAP WIRE 3 FULL TURNS
BELOW VALVE OPERATOR FLANGE ON
GATE VALVE AND AGAINST VALVE BODY
ON B.F. VALVES.
ATTACH WIRE TO CENTER OF PIPE
AT MIN. 6' INTERVALS AND AT
BENDS WITH DUCT TAPE
MARKED WITH RAISED
LETTERS ('WATER' OR
'IRR', AS APPROPRIATE),
SEE SPECIFICATIONS
TRACING WIRE SPLICE KIT,
SEE SPECIFICATIONS
6"
MIN.6"
MIN.
12"
18"
24"
36"
6" MIN.
24"
VARIES
NOTES:
1.BUTTERFLY VALVES SHALL BE ORIENTED SUCH THAT THE OPERATING NUT AND VALVE BOX SHALL BE NEAR THE
CENTERLINE.
2.SEE DWG. NO. W-20 FOR BEDDING.
IRR
2.5" COMMERCIAL HMA
4" MIN. CONCRETE
6" MIN.
CLASS 3000 CONCRETE COLLAR WITH
LIGHT BROOM FIINISH
6" MIN.
WIRE TO EXTEND 3' BEYOND
VALVE BOX COVER WHEN TAUT,
LAP INSIDE VALVE BOX
R: 09/06/2019R/W LINENOTES:
1.HYDRANTS SHALL BE PER THE SPECIFICATIONS.
2.HUB & FLANGE CASTING. (SEE SPECIFICATIONS).
3.HYDRANTS SHALL BE HOODED UNTIL OPERATIONAL.
4.HYDRANTS SHALL FACE THE STREET UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
5.TRACER WIRE FROM MAIN TO FIRE HYDRANT. (BLUE INSULATION)
6.USE OF HYDRANT EXTENSIONS MUST BE APPROVED IN WRITING BY THE CITY ENGINEER. NOT TO BE USED IN NEW INSTALLATIONS.
7.SEE GUARD POST REQUIREMENTS DWG. NO. W-12.
8.REMOVE CHAINS FROM CAPS. STORZ CABLE TO REMAIN.
HYDRANT - PAINTED OSHA
SAFETY YELLOW
5" STORZ ADAPTER WITH
CAP PER SPECIFICATIONS
COMPACTED BACK FILL
TO 95% (ASTM D698)
PLACE MINIMUM OF 2 C.F.
OF 2" MINUS DRAIN ROCK
FILTER FABRIC
SEPARATING DRAIN ROCK
AND NATIVE SOILS CONCRETE BASE BLOCK 12"x12"x4"
WEEP HOLE, DO
NOT COVER WITH
CONCRETE BASE
6" PIPE, RESTRAINT
AT ALL JOINTS
6" GATE VALVE MJxFL
BOLT TO TEE OR
TAPPING SLEEVE
WATER MAIN
THRUST BLOCK PER DWG. NO. W-8
VARIABLE
SEE NOTE 2
VALVE BOX EXTENSION
SEE DWG. NO. W-4TYPICAL CURB
AND GUTTER
VALVE BOX PER
DWG. NO. W-4CITY OF PASCO - STANDARD DETAILFIRE HYDRANT INSTALLATIONW-10TYPICAL SIDEWALK
SEE NOTE 5
12"
HYDRANT PLACEMENT
WITHIN CITY R/W OR
WITHIN UTILITY
EASEMENT
24"
MAX.
3' - 6" MIN.
3-6" DIAMETER AROUND
HYDRANT MUST BE LEVEL
EXCAVATION LIMITS
2"-8" ABOVE ADJACENT
GROUND ELEVATION
MECHANICAL
RESTRAINT
MECHANICAL
RESTRAINT
R: 5/07/2020CUT-IN TEE/CROSS
TAPPING SLEEVE AND VALVE
ADDITIONAL VALVES
MAY BE REQUIRED
THRUST BLOCK TO BE PER
DWG. NO. W-8
EXISTING WATER MAIN
FLANGED COUPLING ADAPTER
SEE SPECIFICATIONS
NEW WATER MAIN
FLANGE X MJ VALVE
RESILIENT SEATED GATE VALVE
SEE SPECIFICATIONS
THRUST BLOCK PER DWG. NO. W-8
EXISTING WATER MAIN
RESILIENT SEATED GATE MJ X FL TAPPING
VALVE, SEE SPECIFICATIONS
COUPLING ADAPTER AS REQUIRED
BY PIPE SIZE AND TYPE
TAPPING SLEEVE
SEE SPECIFICATIONS
2' MIN.
MINIMUM 10' LONG
TRENCH TO ALLOW FOR
CITY TAPPING MACHINE
TRENCH LIMIT
NOTES:
1.CONTRACTOR TO DIG & VERIFY PIPE SIZE AND MATERIAL PRIOR TO ORDERING MATERIALS.
2.MATERIALS TO BE ON THE JOB PRIOR TO SCHEDULING SHUTDOWNS OR TAPS. UP TO 48 HOURS NOTICE SHALL BE REQUIRED TO
SCHEDULE CITY CREWS FOR TAP.
3.MAXIMUM TAP TO EXISTING LINE NOT TO EXCEED 50% OF MAIN DIAMETER ON A.C. OR P.V.C. PIPE, EXCEPT C900/905.
4.FOR D.I., C.I. STEEL AND C-900/905 SIZE ON SIZE TAPPING TEES AND SADDLES ON MAINS SHALL BE TAPPED 1/2" UNDERSIZED.
5.CONTRACTOR TO EXCAVATE, INSTALL TAPPING SLEEVE AND VALVE PRIOR TO CITY CREW ARRIVAL, CITY CREW WILL COMPLETE
TAP, TAP FEE MAY BE REQUIRED. CONTRACTOR SHALL SUPPLY PROPER SLOPING/SHORING, ALONG WITH TABULATED DATA, PRIOR
TO CITY CREW ARRIVAL.
6.ONCE IN SERVICE, WATER SHALL NOT BE TURNED OFF WITHOUT APPROVAL FROM CITY ENGINEER OR CITY FIELD DIVISION
MANAGER.
7.IF WATER MAIN IS LESS THAN 6" DIAMETER, A CUT-IN TEE SHALL BE USED.
CITY OF PASCO - STANDARD
DETAIL TAPPING WATER MAIN W-1
R: 09/06/2019
CITY OF PASCO - STANDARD
DETAIL CONCRETE THRUST BLOCKING W-8
R: 09/06/2019
VERTICAL THRUST BLOCKS
REBAR EMBEDMENT HOOK
SIZE DEPTH SIZE
# 4 11"6"
# 5 14"7.5"
# 6 17"9"
# 8 22"12"
SADDLE THRUST BLOCK
SEE DWG. NO. W-9
NOTES:
1.THRUST BLOCKING TO BE STRUCTURAL CONCRETE PER SPECIFICATIONS. MAX. SLUMP OF 4".
2.THE TABULATIONS ARE BASED UPON A MAXIMUM WATER PRESSURE OF 150 PSI AND A SAFE BEARING CAPACITY OF 2,000
LBS. PER SQ. FOOT ADJUST FOR OTHER VALUES OF PRESSURE.
3.KEEP CONCRETE CLEAR OF JOINTS AND ACCESSORIES.
4.ALL THRUST BLOCKS MUST BE FORMED WITH PLYWOOD OR OSB AND INSPECTED. BY C.O.P. WATER DEPARTMENT.
5.JOINTS TO BE WRAPPED POLYETHYLENE 3 MIL.
6.MECHANICALLY RESTRAINED PIPE AND FITTINGS MAY BE USED IN LIEU OF THRUST BLOCKING, SEE SPECIAL PROVISIONS
7-09.3(21).
A(FT)B(FT)C(IN)
6" & UNDER 2 1 1.5 8
8"2 1 1.5 8
10"2 1.5 1.5 12
12"4 1.5 1.5 12
16"4 2 1.5 16
18"4 2.5 2 20
20"6 3 2 24
24"8 3.5 2 24
TOP VIEW
SIDE VIEW
B
C
2
4
6
9
15
19
24
34
FUTURE WATERLINE
END CAP3/4" SHACKLE RODS,
GALVANIZED
FUTURE WATERLINE
END CAP
ROD "L"
SEE NOTE 1
3/8" REBAR
UNDISTURBED EARTH,
TRENCH WIDTH VARIES
REBAR CAGE
PIPE
DIAMETER
SHACKLE
RODS
REQUIRED
BEARING
AREA(SF)
DIMENSIONS
MINIMUM BEARING AREA OF THRUST BLOCK IN SQ. FEET
(BASED ON 2,000 P.S.F. SOIL BEARING CAP)
A A
A
A
SECTION A - A
NOTES:
1.THE LENGTH OF RODS "L" SHALL BE 10 FEET MINIMUM OR AS
DIRECTED BY THE CITY ENGINEER, AND SHALL BE
CONTINUOUS.
2.CONCRETE SHALL BE PER THE SPECIFICATIONS.
3.RESTRAINED JOINTS (MEGA-LUG AND/OR FIELD LOC GASKETS)
MAY BE USED IN LIEU OF THRUST BLOCKS, SEE SECTION
7-09.3(21).
B
B
B
CITY OF PASCO - STANDARD
DETAIL SADDLE THRUST BLOCKING W-9
R: 5/06/2020
R
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Addendum No. 1 Page 1 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 1
WRIGLEY DRIVE EXTENSION
FEDERAL AID NO. STPUL-3552(001)
CITY OF PASCO PROJECT 15009
October 22, 2020
Addendum No. 1 Acknowledgement Page
This addendum includes:
2 - 8 ½ x 11” Acknowledgement Pages
5 – 8 ½ x 11” Specifications Revisions and Clarification
2 - 8 ½ x 11” Revised Unit Price Bid Proposal Pages
39 – 8 ½ x 11” Federal Wage Rate Requirements
48 Total Sheets
**************************************************************************************************
NOTICE is hereby given that this acknowledgement page must be signed and
enclosed with the sealed bid for the 15009 – WRIGLEY DRIVE EXTENSION as
evidence that the bidder has familiarized themselves with all information incorporated
herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
______________________________________________________________________
Company Name
______________________________________________________________________
Name (Please Print) Title
______________________________________________________________________
Signature
Addendum No. 1 Page 2 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Submittals are due on:
TUESDAY, OCTOBER 27, 2020 AT 2:00 PM.
This addendum will be provided through Quest CDN and the City of
Pasco Website.
______________________________
Michael Uhlman, PE
Senior Civil Engineer
Addendum No. 1 Page 3 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
BID OPENING: October 27, 2020 2:00 P.M.
The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and
Specifications for this project:
ITEM 1 – PROPOSAL
Replace UNIT PRICE BID PROPOSAL pages P-1 and P-2 with attached pages P-1R and P-2R.
ITEM 2 – SPECIAL PROVISIONS, SECTION 1-05.18
Add the following new section:
1-05.18 Record Drawings
(March 8, 2013 APWA GSP)
The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear and
accurate red-lined field revisions on a daily basis, and within 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 Change Order or Field Order.
Changes made by the Contractor.
Accurate 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.).
If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting Agency
will provide the elevations at the tolerances the Contracting Agency requires for the Record Drawings.
When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance limits
include, but are not limited to the following:
Vertical Horizontal
As-built sanitary & storm invert and grate
elevations
± 0.01 foot ± 0.01 foot
As-built monumentation ± 0.001 foot ± 0.001 foot
As-built waterlines, inverts, valves, hydrants ± 0.10 foot ± 0.10 foot
As-built ponds/swales/water features ± 0.10 foot ± 0.10 foot
Addendum No. 1 Page 4 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
As-built buildings (fin. Floor elev.) ± 0.01 foot ± 0.10 foot
As-built gas lines, power, TV, Tel, Com ± 0.10 foot ± 0.10 foot
As-built signs, signals, etc. N/A ± 0.10 foot
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
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 Physical Completion.
Payment will be made for the following bid item:
Record Drawings (Minimum Bid $5,000) Lump Sum
Payment for this item will be made on a prorated monthly basis for work completed in accordance with
this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid upon
submittal and approval of the completed Record Drawings set prepared in conformance wit h these
Special Provisions.
A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must bid at
least that amount.
ITEM 3 – WAGE RATES
The Federal Wage Rates requirements for this project have changed.
Delete General Decision WA2020001 09/11/2020, Modification Number 11,found in the Wage Rate
Section, and replace with attached General Decision WA2020001 10/02/2020, Modification
Number 13.
ITEM 4 – SPECIAL PROVISIONS
Replace Section 1-02.9 Delivery of Proposal (October 1, 2020 APWA GSP, OPTION C) with the
following:
1-02.9 Delivery of Proposal
(October 1, 2020 APWA GSP, Option A)
Delete this section and replace it with the following:
Addendum No. 1 Page 5 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number
as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise required
in the Bid Documents, to ensure proper handling and delivery.
To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the
following items, as required by Section 1-02.6:
DBE Written Confirmation Document from each DBE firm listed on the Bidder’s completed
DBE Utilization Certification (WSDOT 272-056)
Good Faith Effort (GFE) Documentation
DBE Bid Item Breakdown (WSDOT 272-054)
DBE Trucking Credit Form (WSDOT 272-058)
These documents, if applicable, shall be received either with the Bid Proposal or as a supplement to
the Bid. These documents shall be received no later than 48 hours (not including Saturdays,
Sundays and Holidays) after the time for delivery of the Bid Proposal.
If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed envelope
labeled the same as for the Proposal, with “Supplemental Information” added. All other information
required to be submitted with the Bid Proposal must be submitted with the Bid Proposal itself, at the
time stated in the Call for Bids.
Proposals that are received as required will be publicly opened and read as specified in Section 1-
02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the
time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than that
specified in the Call for Bids. The Contracting Agency will not open or consider any “Supplemental
Information” (DBE confirmations, or GFE documentation) that is received after the time specified
above, or received in a location other than that specified in the Call f or Bids.
If an emergency or unanticipated event interrupts normal work processes of the Contracting Agency
so that Proposals cannot be received at the office designated for receipt of bids as specified in
Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be extended to the
same time of day specified in the solicitation on the first work day on which the normal work
processes of the Contracting Agency resume.
Supplement this section with the following:
Proposal may be submitted through QuestCDN’s Online Bidding Platform provided by the agency.
Online bidding proposals shall be submitted on QuestCDN’s digitally secure platform, VirtuBid™.
Bids submitted through the online portal shall meet the submittal timeline or they will not be opened.
The agency does not assume any responsibility for bids not entered correctly or completely into the
online system.
A live digital viewing stream of the bid opening will be available to interested parties at
https://global.gotomeeting.com/join/504268589. Alternatively, users may listen to the bid opening via
telephone by calling 1 (872) 240-3412 and entering access code 504-268-589
ITEM 5 – CLARIFICATION ON BIDDING
Delete all references to a “Fee of $30 to bid this project digitally.”
Bids on the project may be submitted electronically via QuestCDN free of charge . Contractors do not have
to be on the QuestCDN Planholders list to be considered responsive. Alternatively, bids may be submitted
via hard copy at Pasco City Hall. Per the following instructions:
Whereas, in accordance with Resolution No. 3950, on March 23, 2020, City Hall and other certain City of
Addendum No. 1 Page 6 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Pasco public facilities are temporarily closed. These orders will remain in effect for the duration of
Proclamation No. 20-25, requiring the aforementioned temporary closure ordered by the Office of the
Governor, as amended, unless extended or terminated by separate written order.
Now therefore, the Bid Opening for this project will adhere to certain limitations and provisions in
accordance with the closure of Pasco City Hall, and described herein is the modified schedule for bid
submittal:
1. Bidders shall submit their bids at City Hall, 525 N. 3rd Ave, Pasco, WA 99301, using the designated
drop off location at the West Nixon Street City Hall Door (identified by the arrow in the pictures
below), up until the hour of 2:00 PM on October 27, 2020. Notice and drop-off instructions will be
posted at the door. As a safety precaution, Bidders should plan for their bids to be received by a
City official who will be donned with personal protective equipment (e.g. gloves, and mask).
Pasco City Hall
W. Nixon St. N. 3rd Ave. DROP
OFF
DROP
OFF
W. Nixon St.
TOP VIEW
FRONT VIEW
Addendum No. 1 Page 7 of 7
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
2. After Bids are received, the outside envelope of each Bid will be carefully and properly disinfected
by a City official. No Bids will be opened or damaged during this process.
3. As a safety precaution during the temporary closure, Bidders will not be granted access into City
Hall to attend the Bid Opening. Bidders may listen or attend a public webinar per the instructions
listed above in section 1-02.9.
4. The City Clerk will open bids at the aforementioned and modified time above, following standard
bid opening practices. During the Bid Opening, the City Clerk may be joined by other City officials
following the proper social distance guidelines.
5. All remote attendees will be given an opportunity to ask questions towards the end of the webinar
session.
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"General Decision Number: WA20200001 10/02/2020
Superseded General Decision Number: WA20190001
State: Washington
Construction Type: Highway
Counties: Washington Statewide.
HIGHWAY (Excludes D.O.E. Hanford Site in Benton and Franklin
Counties)
Note: Under Executive Order (EO) 13658, an hourly minimum wage
of $10.80 for calendar year 2020 applies to all contracts
subject to the Davis-Bacon Act for which the contract is
awarded (and any solicitation was issued) on or after January
1, 2015. If this contract is covered by the EO, the contractor
must pay all workers in any classification listed on this wage
determination at least $10.80 per hour (or the applicable wage
rate listed on this wage determination, if it is higher) for
all hours spent performing on the contract in calendar year
2020. If this contract is covered by the EO and a
classification considered necessary for performance of work on
the contract does not appear on this wage determination, the
contractor must pay workers in that classification at least the
wage rate determined through the conformance process set forth
in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is
higher than the conformed wage rate). The EO minimum wage rate
will be adjusted annually. Please note that this EO applies to
the above-mentioned types of contracts entered into by the
federal government that are subject to the Davis-Bacon Act
itself, but it does not apply to contracts subject only to the
Davis-Bacon Related Acts, including those set forth at 29 CFR
5.1(a)(2)-(60). Additional information on contractor
requirements and worker protections under the EO is available
at www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/03/2020
1 02/14/2020
2 02/28/2020
3 03/06/2020
4 03/13/2020
5 05/01/2020
6 07/03/2020
7 07/10/2020
8 07/24/2020
9 08/07/2020
10 08/14/2020
11 09/11/2020
12 09/25/2020
13 10/02/2020
CARP0003-006 06/01/2018
SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT,
LEWIS(Piledriver only), PACIFIC (South of a straight line made
by extending the north boundary line of Wahkiakum County west
to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM
Counties.
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Rates Fringes
Carpenters:
CARPENTERS..................$ 37.64 16.83
DIVERS TENDERS..............$ 43.73 16.83
DIVERS......................$ 87.73 16.83
DRYWALL.....................$ 37.64 16.83
MILLWRIGHTS.................$ 38.17 16.83
PILEDRIVERS.................$ 38.71 16.83
DEPTH PAY:
50 TO 100 FEET $1.00 PER FOOT OVER 50 FEET
101 TO 150 FEET $1.50 PER FOOT OVER 101 FEET
151 TO 200 FEET $2.00 PER FOOT OVER 151 FEET
Zone Differential (Add up Zone 1 rates):
Zone 2 - $0.85
Zone 3 - 1.25
Zone 4 - 1.70
Zone 5 - 2.00
Zone 6 - 3.00
BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND
VANCOUVER, (NOTE: All dispatches for Washington State
Counties: Cowlitz, Wahkiakum and Pacific shall be from
Longview Local #1707 and mileage shall be computed from
that point.)
ZONE 1: Projects located within 30 miles of the respective
city hall of the above mentioned cities
ZONE 2: Projects located more than 30 miles and less than 40
miles of the respective city of the above mentioned cities
ZONE 3: Projects located more than 40 miles and less than 50
miles of the respective city of the above mentioned cities
ZONE 4: Projects located more than 50 miles and less than 60
miles of the respective city of the above mentioned cities.
ZONE 5: Projects located more than 60 miles and less than 70
miles of the respective city of the above mentioned cities
ZONE 6: Projects located more than 70 miles of the respected
city of the above mentioned cities
----------------------------------------------------------------
* CARP0030-004 06/01/2020
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM Counties
Rates Fringes
CARPENTER
BRIDGE CARPENTERS...........$ 46.92 18.02
CARPENTERS ON CREOSOTE
MATERIAL....................$ 47.02 18.02
CARPENTERS..................$ 46.92 18.02
DIVERS TENDER...............$ 51.89 18.02
DIVERS......................$ 100.78 18.02
MILLWRIGHT AND MACHINE
ERECTORS....................$ 48.42 18.02
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
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OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 47.17 18.02
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
----------------------------------------------------------------
CARP0059-002 06/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (East of 120th meridian),
COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT (East of
120th meridian), KITTITAS (East of 120th meridian), LINCOLN,
OKANOGAN (East of 120th meridian), PEND OREILLE, SPOKANE,
STEVENS, WALLA WALLA, WHITMAN, and YAKIMA (East of 120th
meridian) Counties
Rates Fringes
CARPENTER
GROUP 1.....................$ 35.47 16.88
GROUP 2.....................$ 47.42 18.96
GROUP 3.....................$ 36.66 16.88
GROUP 4.....................$ 36.66 16.88
GROUP 5.....................$ 83.96 16.88
GROUP 6.....................$ 40.23 16.88
GROUP 7.....................$ 41.23 16.88
GROUP 8.....................$ 37.66 16.88
GROUP 9.....................$ 44.23 16.88
CARPENTER & DIVER CLASSIFICATIONS:
GROUP 1: Carpenter
GROUP 2: Millwright, Machine Erector
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GROUP 3: Piledriver - includes driving, pulling, cutting,
placing collars, setting, welding, or creosote treated
material, on all piling
GROUP 4: Bridge, Dock, and Wharf carpenters
GROUP 5: Diver Wet
GROUP 6: Diver Tender, Manifold Operator, ROV Operator
GROUP 7: Diver Standby
GROUP 8: Assistant Diver Tender, ROV Tender/Technician
GROUP 9: Manifold Operator-Mixed Gas
ZONE PAY:
ZONE 1 0-45 MILES FREE
ZONE 2 45-100 $4.00/PER HOUR
ZONE 3 OVER 100 MILES $6.00/PER HOUR
DISPATCH POINTS:
CARPENTERS/MILLWRIGHTS: PASCO (515 N Neel Street) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS/PILEDRIVER: SPOKANE (127 E. AUGUSTA AVE.) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main
Post Office of established residence of employee (Whichever
is closest to the worksite).
CARPENTERS: MOSCOW (306 N. JACKSON) or Main Post Office of
established residence of employee (Whichever is closest to
the worksite).
DEPTH PAY FOR DIVERS BELOW WATER SURFACE:
50-100 feet $2.00 per foot
101-150 feet $3.00 per foot
151-220 feet $4.00 per foot
221 feet and deeper $5.00 per foot
PREMIUM PAY FOR DIVING IN ENCLOSURES WITH NO VERTICAL ASCENT:
0-25 feet Free
26-300 feet $1.00 per Foot
SATURATION DIVING:
The standby rate applies until saturation starts. The
saturation diving rate applies when divers are under
pressure continuously until work task and decompression are
complete. the diver rate shall be paid for all saturation
hours.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications
within the diving crew (except dive supervisor) in a shift
are paid in the classification with the highest rate for
that shift.
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HAZMAT PROJECTS:
Anyone working on a HAZMAT job (task), where HAZMAT
certification is required, shall be compensated at a
premium, in addition to the classification working in as
follows:
LEVEL D + $.25 per hour - This is the lowest level of
protection. No respirator is used and skin protection is
minimal.
LEVEL C + $.50 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B + $.75 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit"".
LEVEL A +$1.00 per hour - This level utilizes a fully
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
CARP0770-003 06/01/2019
WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES:
CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA
Rates Fringes
CARPENTER
CARPENTERS ON CREOSOTE
MATERIAL....................$ 46.02 16.52
CARPENTERS..................$ 45.92 16.52
DIVERS TENDER...............$ 50.79 16.52
DIVERS......................$ 99.68 16.52
MILLWRIGHT AND MACHINE
ERECTORS....................$ 47.42 16.52
PILEDRIVER, DRIVING,
PULLING, CUTTING, PLACING
COLLARS, SETTING, WELDING
OR CRESOTE TREATED
MATERIAL, ALL PILING........$ 46.17 16.52
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Seattle Olympia Bellingham
Auburn Bremerton Anacortes
Renton Shelton Yakima
Aberdeen-Hoquiam Tacoma Wenatchee
Ellensburg Everett Port Angeles
Centralia Mount Vernon Sunnyside
Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free
26-35 radius miles $1.00/hour
36-45 radius miles $1.15/hour
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46-55 radius miles $1.35/hour
Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall,
Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free
26-45 radius miles $ .70/hour
Over 45 radius miles $1.50/hour
----------------------------------------------------------------
ELEC0046-001 08/03/2020
CALLAM, JEFFERSON, KING AND KITSAP COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.91 3%+21.46
ELECTRICIAN......................$ 58.78 3%+22.51
----------------------------------------------------------------
* ELEC0048-003 01/01/2020
CLARK, KLICKITAT AND SKAMANIA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
HOURLY ZONE PAY:
Hourly Zone Pay shall be paid on jobs located outside of the
free zone computed from the city center of the following
listed cities:
Portland, The Dalles, Hood River, Tillamook, Seaside and
Astoria
Zone Pay:
Zone 1: 31-50 miles $1.50/hour
Zone 2: 51-70 miles $3.50/hour
Zone 3: 71-90 miles $5.50/hour
Zone 4: Beyond 90 miles $9.00/hour
*These are not miles driven. Zones are based on Delorrne
Street Atlas USA 2006 plus.
----------------------------------------------------------------
ELEC0048-029 01/01/2020
COWLITZ AND WAHKIAKUM COUNTY
Rates Fringes
CABLE SPLICER....................$ 44.22 21.50
ELECTRICIAN......................$ 47.85 24.41
----------------------------------------------------------------
ELEC0073-001 01/01/2020
ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN
COUNTIES
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Rates Fringes
CABLE SPLICER....................$ 34.10 16.68
ELECTRICIAN......................$ 36.05 19.23
----------------------------------------------------------------
* ELEC0076-002 08/31/2020
GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON
COUNTIES
Rates Fringes
CABLE SPLICER....................$ 53.15 23.81
ELECTRICIAN......................$ 48.32 23.67
----------------------------------------------------------------
ELEC0112-005 06/01/2020
ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA
WALLA, YAKIMA COUNTIES
Rates Fringes
CABLE SPLICER....................$ 50.45 22.27
ELECTRICIAN......................$ 48.05 22.12
----------------------------------------------------------------
ELEC0191-003 06/01/2020
ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES
Rates Fringes
CABLE SPLICER....................$ 44.23 17.73
ELECTRICIAN......................$ 47.95 26.16
----------------------------------------------------------------
ELEC0191-004 06/01/2018
CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES
Rates Fringes
CABLE SPLICER....................$ 40.82 17.63
ELECTRICIAN......................$ 42.45 21.34
----------------------------------------------------------------
ENGI0302-003 06/01/2020
CHELAN (WEST OF THE 120TH MERIDIAN), CLALLAM, DOUGLAS (WEST OF
THE 120TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, MASON, OKANOGAN (WEST OF THE 120TH MERIDIAN),
SAN JUNA, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA (WEST OF THE
120TH MERIDIAN) COUNTIES
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
Group 1A...................$ 48.41 22.47
Group 1AA..................$ 49.13 22.47
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Group 1AAA.................$ 49.83 22.47
Group 1.....................$ 47.70 22.47
Group 2.....................$ 47.08 22.47
Group 3.....................$ 46.55 22.47
Group 4.....................$ 43.54 22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) - $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: Aberdeen, Bellingham, Bremerton, Everett, Kent,
Mount Vernon, Port Angeles, Port Townsend, Seattle,
Shelton, Wenatchee, Yakima
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom
(including jib with attachments); Tower crane over 175 ft
in height, base to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead 6 yards to, but not
including 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9, HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon;
Scrapers-self propelled 45 yards and over; Slipform pavers;
Transporters, all truck or track type
GROUP 2 - Barrier machine (zipper); Batch Plant Operaor-
Concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-overhead, bridge type-20 tons through 44
tons; Chipper; Concrete Pump-truck mount with boom
attachment; Crusher; Deck Engineer/Deck Winches (power);
Drilling machine; Excavator, shovel, backhoe-3yards and
under; Finishing Machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Horizontal/directional drill
operator; Loaders-overhead under 6 yards; Loaders-plant
feed; Locomotives-all; Mechanics-all; Mixers-asphalt plant;
Motor patrol graders-finishing; Piledriver (other than
crane mount); Roto-mill,roto-grinder; Screedman, spreader,
topside operator-Blaw Knox, Cedar Rapids, Jaeger,
Caterpillar, Barbar Green; Scraper-self propelled, hard
tail end dump, articulating off-road equipment-under 45
yards; Subgrade trimmer; Tractors, backhoes-over 75 hp;
Transfer material service machine-shuttle buggy, blaw
knox-roadtec; Truck crane oiler/driver-100 tons and over;
Truck Mount portable conveyor; Yo Yo Pay dozer
GROUP 3 - Conveyors; Cranes-thru 19 tons with attachments;
A-frame crane over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozers-D-9 and under; Forklift-3000 lbs.
and over with attachments; Horizontal/directional drill
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locator; Outside hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loader-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pumps-concrete; Roller, plant mix or multi-lift materials;
Saws-concrete; Scrpers-concrete and carry-all; Service
engineer-equipment; Trenching machines; Truck Crane
Oiler/Driver under 100 tons; Tractors, backhoe 75 hp and
under
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete finish mahine-laser screed; Cranes-A frame-10 tons
and under; Elevator and Manlift-permanent or shaft type;
Gradechecker, Stakehop; Forklifts under 3000 lbs. with
attachments; Hydralifts/boom trucks, 10 tons and under; Oil
distributors, blower distribution and mulch seeding
operator; Pavement breaker; Posthole digger, mechanical;
Power plant; Pumps, water; Rigger and Bellman; Roller-other
than plant mix; Wheel Tractors, farmall type;
Shotcrete/gunite equipment operator
HANDLING OF HAZARDOUS WASTE MATERIALS:
Personnel in all craft classifications subject to working
inside a federally designated hazardous perimeter shall be
elgible for compensation in accordance with the following
group schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing
H-2 Class ""C"" Suit - Base wage rate plus $ .25 per hour.
H-3 Class ""B"" Suit - Base wage rate plus $ .50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $ .75 per hour.
----------------------------------------------------------------
ENGI0370-002 07/01/2019
ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN),
COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY,
FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN (EAST OF THE 120TH
MERIDIAN), PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN
AND YAKIMA (EAST OF THE 120TH MERIDIAN) COUNTIES
ZONE 1:
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 28.46 17.25
GROUP 2.....................$ 28.78 17.25
GROUP 3.....................$ 29.39 17.25
GROUP 4.....................$ 29.55 17.25
GROUP 5.....................$ 29.71 17.25
GROUP 6.....................$ 29.99 17.25
GROUP 7.....................$ 30.26 17.25
GROUP 8.....................$ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
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Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco,
Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors
(under 2000 CFM, gas, diesel, or electric power); Deck
Hand; Fireman & Heater Tender; Hydro-seeder, Mulcher,
Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine;
Pumpman; Rollers, all types on subgrade, including seal and
chip coatings (farm type, Case, John Deere & similar, or
Compacting Vibrator), except when pulled by Dozer with
operable blade; Welding Machine; Crane Oiler-Driver (CLD
required) & Cable Tender, Mucking Machine
GROUP 2: A-frame Truck (single drum); Assistant Refrigeration
Plant (under 1000 ton); Assistant Plant Operator, Fireman
or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt
Finishing Machine; Blower Operator (cement); Cement Hog;
Compressor (2000 CFM or over, 2 or more, gas diesel or
electric power); Concrete Saw (multiple cut); Distributor
Leverman; Ditch Witch or similar; Elevator Hoisting
Materials; Dope Pots (power agitated); Fork Lift or Lumber
Stacker, hydra-lift & similar; Gin Trucks (pipeline);
Hoist, single drum; Loaders (bucket elevators and
conveyors); Longitudinal Float; Mixer (portable-concrete);
Pavement Breaker, Hydra-Hammer & similar; Power Broom;
Railroad Ballast Regulation Operator (self-propelled);
Railroad Power Tamper Operator (self-propelled); Railroad
Tamper Jack Operator (self-propelled; Spray Curing Machine
(concrete); Spreader Box (self-propelled); Straddle Buggy
(Ross & similar on construction job only); Tractor (Farm
type R/T with attachment, except Backhoe); Tugger Operator
GROUP 3: A-frame Truck (2 or more drums); Assistant
Refrigeration Plant & Chiller Operator (over 1000 ton);
Backfillers (Cleveland & similar); Batch Plant & Wet Mix
Operator, single unit (concrete); Belt-Crete Conveyors with
power pack or similar; Belt Loader (Kocal or similar);
Bending Machine; Bob Cat (Skid Steer); Boring Machine
(earth); Boring Machine (rock under 8 inch bit) (Quarry
Master, Joy or similar); Bump Cutter (Wayne, Saginau or
similar); Canal Lining Machine (concrete); Chipper (without
crane); Cleaning & Doping Machine (pipeline); Deck
Engineer; Elevating Belt-type Loader (Euclid, Barber Green
& similar); Elevating Grader-type Loader (Dumor, Adams or
similar); Generator Plant Engineers (diesel or electric);
Gunnite Combination Mixer & Compressor; Locomotive
Engineer; Mixermobile; Mucking Machine; Posthole Auger or
Punch; Pump (grout or jet); Soil Stabilizer (P & H or
similar); Spreader Machine; Dozer/Tractor (up to D-6 or
equivalent) and Traxcavator; Traverse Finish Machine;
Turnhead Operator
GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump-
crete, Whitman & similar); Curb Extruder (asphalt or
concrete); Drills (churn, core, calyx or diamond);
Equipment Serviceman; Greaser & Oiler; Hoist (2 or more
drums or Tower Hoist); Loaders (overhead & front-end, under
4 yds. R/T); Refrigeration Plant Engineer (under 1000 ton);
Rubber-tired Skidders (R/T with or without attachments);
Surface Heater & Plant Machine; Trenching Machines (under 7
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ft. depth capacity); Turnhead (with re-screening); Vacuum
Drill (reverse circulation drill under 8 inch bit)
GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under
3/4 yd.); Carrydeck & Boom Truck (under 25 tons); Cranes
(25 tons & under), all attachments including clamshell,
dragline; Derricks & Stifflegs (under 65 tons); Drilling
Equipment(8 inch bit & over) (Robbins, reverse circulation
& similar); Hoe Ram; Piledriving Engineers; Paving (dual
drum); Railroad Track Liner Operaotr (self-propelled);
Refrigeration Plant Engineer (1000 tons & over); Signalman
(Whirleys, Highline Hammerheads or similar); Grade Checker
GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches
& Trimmers)(Autograde, ABC, R.A. Hansen & similar on grade
wire); Backhoe (45,000 gw and over to 110,000 gw); Backhoes
& Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units);
Batch & Wet Mix Operator (multiple units, 2 & incl. 4);
Blade Operator (motor patrol & attachments); Cable
Controller (dispatcher); Compactor (self-propelled with
blade); Concrete Pump Boom Truck; Concrete Slip Form Paver;
Cranes (over 25 tons, to and including 45 tons), all
attachments including clamshell, dragline; Crusher, Grizzle
& Screening Plant Operator; Dozer, 834 R/T & similar; Drill
Doctor; Loader Operator (front-end & overhead, 4 yds. incl.
8 yds.); Multiple Dozer Units with single blade; Paving
Machine (asphalt and concrete); Quad-Track or similar
equipment; Rollerman (finishing asphalt pavement); Roto
Mill (pavement grinder); Scrapers, all, rubber-tired;
Screed Operator; Shovel(under 3 yds.); Trenching Machines
(7 ft. depth & over); Tug Boat Operator Vactor guzzler,
super sucker; Lime Batch Tank Operator (REcycle Train);
Lime Brain Operator (Recycle Train); Mobile Crusher
Operator (Recycle Train)
GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds
& over); Blade (finish & bluetop) Automatic, CMI, ABC,
Finish Athey & Huber & similar when used as automatic;
Cableway Operators; Concrete Cleaning/Decontamination
machine operator; Cranes (over 45 tons to but not including
85 tons), all attachments including clamshell and dragine;
Derricks & Stiffleys (65 tons & over); Elevating Belt
(Holland type); Heavy equipment robotics operator; Loader
(360 degrees revolving Koehring Scooper or similar);
Loaders (overhead & front-end, over 8 yds. to 10 yds.);
Rubber-tired Scrapers (multiple engine with three or more
scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads,
ALL; H.D. Mechanic; H.D. Welder; Hydraulic Platform
Trailers (Goldhofer, Shaurerly andSimilar); Ultra High
Pressure Wateriet Cutting Tool System Operator (30,000
psi); Vacuum Blasting Machine Operator
GROUP 8: Cranes (85 tons and over, and all climbing,
overhead,rail and tower), all attachments including
clamshell, dragline; Loaders (overhead and front-end, 10
yards and over); Helicopter Pilot
BOOM PAY: (All Cranes, Including Tower)
180 ft to 250 ft $ .50 over scale
Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they
shall be measured from the base of the Tower to the point
of the boom.
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HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air
shall receive $1.00 an hour above classification.
----------------------------------------------------------------
ENGI0612-001 06/01/2020
PIERCE County
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 49.50 22.47
GROUP 1AA..................$ 50.22 22.47
GROUP 1AAA.................$ 50.94 22.47
GROUP 1.....................$ 48.77 22.47
GROUP 2.....................$ 48.15 22.47
GROUP 3.....................$ 47.60 22.47
GROUP 4.....................$ 44.55 22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
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attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
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H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
----------------------------------------------------------------
ENGI0612-012 06/01/2020
LEWIS, PACIFIC (portion lying north of a parallel line
extending west from the northern boundary of Wahkaikum County
to the sea) AND THURSTON COUNTIES
ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH
GROUP SHALL BE 90% OF THE BASE RATE PLUS FULL FRINGE BENEFITS.
ON ALL OTHER WORK, THE FOLLOWING RATES APPLY.
Zone 1 (0-25 radius miles):
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1A...................$ 48.41 22.47
GROUP 1AA..................$ 49.13 22.47
GROUP 1AAA.................$ 49.83 22.47
GROUP 1.....................$ 47.70 22.47
GROUP 2.....................$ 47.08 22.47
GROUP 3.....................$ 46.55 22.47
GROUP 4.....................$ 43.54 22.47
Zone Differential (Add to Zone 1 rates):
Zone 2 (26-45 radius miles) = $1.00
Zone 3 (Over 45 radius miles) - $1.30
BASEPOINTS: CENTRALIA, OLYMPIA, TACOMA
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom
(including jib with attachments)
GROUP 1AA - Cranes- 200 tonsto 300 tons, or 250 ft of boom
(including jib with attachments; Tower crane over 175 ft in
height, bas to boom
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom
(including jib with attachments); Crane-overhead, bridge
type, 100 tons and over; Tower crane up to 175 ft in height
base to boom; Loaders-overhead, 8 yards and over; Shovels,
excavator, backhoes-6 yards and over with attachments
GROUP 1 - Cableway; Cranes 45 tons thru 99 tons under 150 ft
of boom (including jib with attachments); Crane-overhead,
bridge type, 45 tons thru 99 tons; Derricks on building
work; Excavator, shovel, backhoes over 3 yards and under 6
yards; Hard tail end dump articulating off-road equipment
45 yards and over; Loader- overhead, 6 yards to, but not
including, 8 yards; Mucking machine, mole, tunnel, drill
and/or shield; Quad 9 HD 41, D-10; Remote control operator
on rubber tired earth moving equipment; Rollagon; Scrapers-
self-propelled 45 yards and over; Slipform pavers;
Transporters, all track or truck type
GROUP 2 - Barrier machine (zipper); Batch Plant Operator-
concrete; Bump Cutter; Cranes, 20 tons thru 44 tons with
attachments; Crane-Overhead, bridge type, 20 tons through
44 tons; Chipper; Concrete pump-truck mount with boom
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attachment; Crusher; Deck engineer/deck winches (power);
Drilling machine; Excavator, shovel, backhoe-3 yards and
under; Finishing machine, Bidwell, Gamaco and similar
equipment; Guardrail punch; Loaders, overhead under 6
yards; Loaders-plant feed; Locomotives-all; Mechanics- all;
Mixers, asphalt plant; Motor patrol graders, finishing;
Piledriver (other than crane mount); Roto-mill, roto-
grinder; Screedman, spreader, topside operator-Blaw Knox,
Cedar Rapids, Jaeger, Caterpillar, Barbar Green;
Scraper-self- propelled, hard tail end dump, articulating
off-road equipment- under 45 yards; Subgrader trimmer;
Tractors, backhoe over 75 hp; Transfer material service
machine-shuttle buggy, Blaw Knox- Roadtec; Truck Crane
oiler/driver-100 tons and over; Truck Mount Portable
Conveyor; Yo Yo pay
GROUP 3 - Conveyors; Cranes through 19 tons with attachments;
Crane-A-frame over 10 tons; Drill oilers-auger type, truck
or crane mount; Dozer-D-9 and under; Forklift-3000 lbs. and
over with attachments; Horizontal/directional drill
locator; Outside Hoists-(elevators and manlifts), air
tuggers, strato tower bucket elevators; Hydralifts/boom
trucks over 10 tons; Loaders-elevating type, belt; Motor
patrol grader-nonfinishing; Plant oiler- asphalt, crusher;
Pump-Concrete; Roller, plant mix or multi-lfit materials;
Saws-concrete; Scrapers, concrete and carry all; Service
engineers-equipment; Trenching machines; Truck crane
oiler/driver under 100 tons; Tractors, backhoe under 75 hp
GROUP 4 - Assistant Engineer; Bobcat; Brooms; Compressor;
Concrete Finish Machine-laser screed; Cranes A-frame 10
tons and under; Elevator and manlift (permanent and shaft
type); Forklifts-under 3000 lbs. with attachments;
Gradechecker, stakehop; Hydralifts/boom trucks, 10 tons and
under; Oil distributors, blower distribution and mulch
seeding operator; Pavement breaker; Posthole
digger-mechanical; Power plant; Pumps-water; Rigger and
Bellman; Roller-other than plant mix; Wheel Tractors,
farmall type; Shotcrete/gunite equipment operator
FOOTNOTE A- Reduced rates may be paid on the following:
1. Projects involving work on structures such as buildings
and bridges whose total value is less than $1.5 million
excluding mechanical, electrical, and utility portions of
the contract.
2. Projects of less than $1 million where no building is
involved. Surfacing and paving included, but utilities
excluded.
3. Marine projects (docks, wharfs, etc.) less than $150,000.
HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all
craft classifications subject to working inside a federally
designated hazardous perimeter shall be elgible for
compensation in accordance with the following group
schedule relative to the level of hazardous waste as
outlined in the specific hazardous waste project site
safety plan.
H-1 Base wage rate when on a hazardous waste site when not
outfitted with protective clothing, Class ""D"" Suit - Base
wage rate plus $ .50 per hour.
H-2 Class ""C"" Suit - Base wage rate plus $1.00 per hour.
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H-3 Class ""B"" Suit - Base wage rate plus $1.50 per hour.
H-4 Class ""A"" Suit - Base wage rate plus $2.00 per hour.
----------------------------------------------------------------
ENGI0701-002 01/01/2018
CLARK, COWLITZ, KLICKKITAT, PACIFIC (SOUTH), SKAMANIA, AND
WAHKIAKUM COUNTIES
POWER RQUIPMENT OPERATORS: ZONE 1
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 41.65 14.35
GROUP 1A....................$ 43.73 14.35
GROUP 1B....................$ 45.82 14.35
GROUP 2.....................$ 39.74 14.35
GROUP 3.....................$ 38.59 14.35
GROUP 4.....................$ 37.51 14.35
GROUP 5.....................$ 36.27 14.35
GROUP 6.....................$ 33.05 14.35
Zone Differential (add to Zone 1 rates):
Zone 2 - $3.00
Zone 3 - $6.00
For the following metropolitan counties: MULTNOMAH;
CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;
CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS
INDICATED:
All jobs or projects located in Multnomah, Clackamas and
Marion Counties, West of the western boundary of Mt. Hood
National Forest and West of Mile Post 30 on Interstate 84
and West of Mile Post 30 on State Highway 26 and West of
Mile Post 30 on Highway 22 and all jobs or projects located
in Yamhill County, Washington County and Columbia County
and all jobs or porjects located in Clark & Cowlitz County,
Washington except that portion of Cowlitz County in the Mt.
St. Helens ""Blast Zone"" shall receive Zone I pay for all
classifications.
All jobs or projects located in the area outside the
identified boundary above, but less than 50 miles from the
Portland City Hall shall receive Zone II pay for all
classifications.
All jobs or projects located more than 50 miles from the
Portland City Hall, but outside the identified border
above, shall receive Zone III pay for all classifications.
For the following cities: ALBANY; BEND; COOS BAY; EUGENE;
GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG
All jobs or projects located within 30 miles of the
respective city hall of the above mentioned cities shall
receive Zone I pay for all classifications.
All jobs or projects located more than 30 miles and less than
50 miles from the respective city hall of the above
mentioned cities shall receive Zone II pay for all
classifications.
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All jobs or projects located more than 50 miles from the
respective city hall of the above mentioned cities shall
receive Zone III pay for all classifications.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
Group 1
Concrete Batch Plan and or Wet mix three (3) units or more;
Crane, Floating one hundred and fifty (150) ton but less
than two hundred and fifty (250) ton; Crane, two hundred
(200) ton through two hundred ninety nine (299) ton with
two hundred foot (200') boom or less (including jib,
inserts and/or attachments); Crane, ninety (90) ton through
one hundred ninety nine (199) ton with over two hundred
(200') boom Including jib, inserts and/or attachments);
Crane, Tower Crane with one hundred seventy five foot
(175') tower or less and with less than two hundred foot
(200') jib; Crane, Whirley ninety (90) ton and over;
Helicopter when used in erecting work
Group 1A
Crane, floating two hundred fifty (250) ton and over; Crane,
two hundred (200) ton through two hundred ninety nine
(299) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Crane, three
hundred (300) ton through three hundred ninety nine (399)
ton; Crane, Tower Crane with over one hundred seventy five
foot (175') tower or over two hundred foot (200') jib;
Crane, tower Crane on rail system or 2nd tower or more in
work radius
Group 1B
Crane, three hundred (300) ton through three hundred ninety
nine (399) ton, with over two hundred foot (200') boom
(including jib, inserts and/or attachments); Floating
crane, three hundred fifty (350) ton and over; Crane, four
hundred (400) ton and over
Group 2
Asphalt Plant (any type); Asphalt Roto-Mill, pavement
profiler eight foot (8') lateral cut and over; Auto Grader
or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment
(any type); Bulldozer, over one hundred twenty thousand
(120,000) lbs. and above; Concrete Batch Plant and/or Wet
Mix one (1) and two (2) drum; Concrete Diamond Head
Profiler; Canal Trimmer; Concrete, Automatic Slip Form
Paver (Assistant to the Operator required); Crane, Boom
Truck fifty (50) ton and with over one hundred fifty foot
(150') boom and over; Crane, Floating (derrick barge)
thirty (30) ton but less than one hundred fifty (150) ton;
Crane, Cableway twenty-five (25) ton and over; Crane,
Floating Clamshell three (3) cu. Yds. And over; Crane,
ninety (90) ton through one hundred ninety nine (199) ton
up to and including two hundred foot (200') of boom
(including jib inserts and/or attachments); Crane, fifty
(50) ton through eighty nine (89) ton with over one hundred
fifty foot (150') boom (including jib inserts and/or
attachments); Crane, Whirley under ninety (90) ton; Crusher
Plant; Excavator over one hundred thirty thousand (130,000)
lbs.; Loader one hundred twenty thousand (120,000) lbs. and
above; Remote Controlled Earth Moving Equipment; Shovel,
Dragline, Clamshell, five (5) cu. Yds. And over; Underwater
Equipment remote or otherwise, when used in construction
work; Wheel Excavator any size
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Group 3
Bulldozer, over seventy thousand (70,000) lbs. up to and
including one hundred twenty thousand (120,000) lbs.;
Crane, Boom Truck fifty (50) ton and over with less than
one hundred fifty foot (150') boom; Crane, fifty (50) ton
through eighty nine (89) ton with one hundred fifty foot
(150') boom or less (including jib inserts and/or
attachments); Crane, Shovel, Dragline or Clamshell three
(3) cu. yds. but less than five (5) cu. Yds.; Excavator
over eighty thousand (80,000) lbs. through one hundred
thirty thousand (130,000) lbs.; Loader sixty thousand
(60,000) lbs. and less than one hundred twenty thousand
(120,000) lbs.
Group 4
Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement
profiler, under eight foot (8') lateral cut; Asphalt,
Material Transfer Vehicle Operator; Back Filling Machine;
Backhoe, Robotic, track and wheel type up to and including
twenty thousand (20,000) lbs. with any attachments; Blade
(any type); Boatman; Boring Machine; Bulldozer over twenty
thousand (20,000) lbs. and more than one hundred (100)
horse up to seventy thousand (70,000) lbs.; Cable-Plow (any
type); Cableway up to twenty five (25) ton; Cat Drill (John
Henry); Chippers; Compactor, multi-engine; Compactor,
Robotic; Compactor with blade self-propelled; Concrete,
Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;
Concrete, Paving Road Mixer; Concrete, Reinforced Tank
Banding Machine; Crane, Boom Truck twenty (20) ton and
under fifty (50) ton; Crane, Bridge Locomotive, Gantry and
Overhead; Crane, Carry Deck; Crane, Chicago Boom and
similar types; Crane, Derrick Operator, under one hundred
(100) ton; Crane, Floating Clamshell, Dragline, etc.
Operator, under three (3) cu. yds. Or less than thirty (30)
ton; Crane, under fifty (50) ton; Crane, Quick Tower under
one hundred foot (100') in height and less than one hundred
fifty foot (150') jib (on rail included); Diesel-Electric
Engineer (Plant or Floating); Directional Drill over twenty
thousand (20,000) lbs. pullback; Drill Cat Operator; Drill
Doctor and/or Bit Grinder; Driller, Percussion, Diamond,
Core, Cable, Rotary and similar type; Excavator Operator
over twenty thousand (20,000) lbs. through eighty thousand
(80,000) lbs.; Generator Operator; Grade-all; Guardrail
Machines, i.e. punch, auger, etc.; Hammer Operator
(Piledriver); Hoist, stiff leg, guy derrick or similar
type, fifty (50) ton and over; Hoist, two (2) drums or
more; Hydro Axe (loader mounted or similar type); Jack
Operator, Elevating Barges, Barge Operator, self-unloading;
Loader Operator, front end and overhead, twenty five
thousand (25,000) lbs. and less than sixty thousand
(60,000) lbs.; Log Skidders; Piledriver Operator (not crane
type); Pipe, Bending, Cleaning, Doping and Wrapping
Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired
Dozers and Pushers; Scraper, all types; Side-Boom; Skip
Loader, Drag Box; Strump Grinder (loader mounted or similar
type); Surface Heater and Planer; Tractor, rubber-tired,
over fifty (50) HP Flywheel; Trenching Machine three foot
(3') depth and deeper; Tub Grinder (used for wood debris);
Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;
Ultra High Pressure Water Jet Cutting Tool System Operator;
Vacuum Blasting Machine Operator; Water pulls, Water wagons
Group 5
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Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt
mix); Asphalt, Roto-Mill pavement profiler ground man;
Bulldozer, twenty thousand (20,000) lbs. or less, or one
hundred (100) horse or less; Cement Pump; Chip Spreading
Machine; Churn Drill and Earth Boring Machine; Compactor,
self-propelled without blade; Compressor, (any power) one
thousand two hundred fifty (1,250) cu. ft. and over, total
capacity; Concrete, Batch Plant Quality control; Concrete,
Combination Mixer and compressor operator, gunite work;
Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb
and Gutter; Concrete, Finishing Machine; Concrete, Grouting
Machine; Concrete, Internal Full Slab Vibrator Operator;
Concrete, Joint Machine; Concrete, Mixer single drum, any
capacity; Concrete, Paving Machine eight foot (8') or less;
Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;
Concrete, Pumpcrete Operator (any type); Concrete, Slip
Form Pumps, power driven hydraulic lifting device for
concrete forms; Conveyored Material Hauler; Crane, Boom
Truck under twenty (20) tons; Crane, Boom Type lifting
device, five (5) ton capacity or less; Drill, Directional
type less than twenty thousand (20,000) lbs. pullback; Fork
Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist
Operator, single drum; Hydraulic Backhoe track type up to
and including twenty thousand (20,000) lbs.; Hydraulic
Backhoe wheel type (any make); Laser Screed; Loaders,
rubber-tired type, less than twenty five thousand (25,000)
lbs.; Pavement Grinder and/or Grooving Machine (riding
type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer
or similar types; Pump Operator, more than five (5) pumps
(any size); Rail, Ballast Compactor, Regulator, or Tamper
machines; Service Oiler (Greaser); Sweeper Self-Propelled;
Tractor, Rubber-Tired, fifty (50) HP flywheel and under;
Trenching Machine Operator, maximum digging capacity three
foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power
Jumbo setting slip forms, etc.
Group 6
Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck
Mounted Asphalt Spreader, with Screed; Auger Oiler;
Boatman; Bobcat, skid steed (less than one (1) yard);
Broom, self-propelled; Compressor Operator (any power)
under 1,250 cu. ft. total capacity; Concrete Curing Machine
(riding type); Concrete Saw; Conveyor Operator or
Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;
Deckhand; Drill, Directional Locator; Fork Lift; Grade
Checker; Guardrail Punch Oiler; Hydrographic Seeder
Machine, straw, pulp or seed; Hydrostatic Pump Operator;
Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump
(any power); Rail, Brakeman, Switchman, Motorman; Rail,
Tamping Machine, mechanical, self-propelled; Rigger; Roller
grading (not asphalt); Truck, Crane Oiler-Driver
----------------------------------------------------------------
IRON0014-005 07/01/2019
ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN,
GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE,
STEVENS, WALLA WALLA AND WHITMAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
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----------------------------------------------------------------
IRON0029-002 05/01/2018
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM
COUNTIES
Rates Fringes
IRONWORKER.......................$ 37.00 27.87
----------------------------------------------------------------
IRON0086-002 07/01/2019
YAKIMA, KITTITAS AND CHELAN COUNTIES
Rates Fringes
IRONWORKER.......................$ 33.59 29.26
----------------------------------------------------------------
IRON0086-004 07/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES
Rates Fringes
IRONWORKER.......................$ 42.35 29.56
----------------------------------------------------------------
LABO0238-004 06/01/2020
PASCO AREA: ADAMS, BENTON, COLUMBIA,DOUGLAS (East of 120th
Meridian), FERRY, FRANKLIN, GRANT, OKANOGAN, WALLA WALLA
SPOKANE AREA: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE,
STEVENS & WHITMAN COUNTIES
Rates Fringes
LABORER (PASCO)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
LABORER (SPOKANE)
GROUP 1.....................$ 26.69 13.65
GROUP 2.....................$ 28.79 13.65
GROUP 3.....................$ 29.06 13.65
GROUP 4.....................$ 29.33 13.65
GROUP 5.....................$ 29.61 13.65
Zone Differential (Add to Zone 1 rate): $2.00
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: 45 radius miles and over from the main post office.
LABORERS CLASSIFICATIONS
GROUP 1: Flagman; Landscape Laborer; Scaleman; Traffic
Control Maintenance Laborer (to include erection and
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maintenance of barricades, signs and relief of flagperson);
Window Washer/Cleaner (detail cleanup, such as, but not
limited to cleaning floors, ceilings, walls, windows, etc.
prior to final acceptance by the owner)
GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder;
Carpenter Tender; Cement Handler; Clean-up Laborer;
Concrete Crewman (to include stripping of forms, hand
operating jacks on slip form construction, application of
concrete curing compounds, pumpcrete machine, signaling,
handling the nozzle of squeezcrete or similar machine,6
inches and smaller); Confined Space Attendant; Concrete
Signalman; Crusher Feeder; Demolition (to include clean-up,
burning, loading, wrecking and salvage of all material);
Dumpman; Fence Erector; Firewatch; Form Cleaning Machine
Feeder, Stacker; General Laborer; Grout Machine Header
Tender; Guard Rail (to include guard rails, guide and
reference posts, sign posts, and right-of-way markers);
Hazardous Waste Worker, Level D (no respirator is used and
skin protection is minimal); Miner, Class ""A"" (to include
all bull gang, concrete crewman, dumpman and pumpcrete
crewman, including distributing pipe, assembly & dismantle,
and nipper); Nipper; Riprap Man; Sandblast Tailhoseman;
Scaffold Erector (wood or steel); Stake Jumper; Structural
Mover (to include separating foundation, preparation,
cribbing, shoring, jacking and unloading of structures);
Tailhoseman (water nozzle); Timber Bucker and Faller (by
hand); Track Laborer (RR); Truck Loader; Well-Point Man;
All Other Work Classifications Not Specially Listed Shall
Be Classified As General Laborer
GROUP 3: Asphalt Roller, walking; Cement Finisher Tender;
Concrete Saw, walking; Demolition Torch; Dope Pot Firemen,
non-mechanical; Driller Tender (when required to move and
position machine); Form Setter, Paving; Grade Checker using
level; Hazardous Waste Worker, Level C (uses a chemical
""splash suit"" and air purifying respirator); Jackhammer
Operator; Miner, Class ""B"" (to include brakeman, finisher,
vibrator, form setter); Nozzleman (to include squeeze and
flo-crete nozzle); Nozzleman, water, air or steam; Pavement
Breaker (under 90 lbs.); Pipelayer, corrugated metal
culvert; Pipelayer, multi- plate; Pot Tender; Power Buggy
Operator; Power Tool Operator, gas, electric, pneumatic;
Railroad Equipment, power driven, except dual mobile power
spiker or puller; Railroad Power Spiker or Puller, dual
mobile; Rodder and Spreader; Tamper (to include operation
of Barco, Essex and similar tampers); Trencher, Shawnee;
Tugger Operator; Wagon Drills; Water Pipe Liner;
Wheelbarrow (power driven)
GROUP 4: Air and Hydraulic Track Drill; Aspahlt Raker;Brush
Machine (to include horizontal construction joint cleanup
brush machine, power propelled); Caisson Worker, free air;
Chain Saw Operator and Faller; Concrete Stack (to include
laborers when laborers working on free standing concrete
stacks for smoke or fume control above 40 feet high);
Gunite (to include operation of machine and nozzle);
Hazardous Waste Worker, Level B (uses same respirator
protection as Level A. A supplied air line is provided in
conjunction with a chemical ""splash suit""); High Scaler;
Laser Beam Operator (to include grade checker and elevation
control); Miner, Class C (to include miner, nozzleman for
concrete, laser beam operator and rigger on tunnels);
Monitor Operator (air track or similar mounting); Mortar
Mixer; Nozzleman (to include jet blasting nozzleman, over
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1,200 lbs., jet blast machine power propelled, sandblast
nozzle); Pavement Breaker (90 lbs. and over); Pipelayer (to
include working topman, caulker, collarman, jointer,
mortarman, rigger, jacker, shorer, valve or meter
installer); Pipewrapper; Plasterer Tender; Vibrators (all)
GROUP 5 - Drills with Dual Masts; Hazardous Waste Worker,
Level A (utilizes a fully encapsulated suit with a
self-contained breathing apparatus or a supplied air line);
Miner Class ""D"", (to include raise and shaft miner, laser
beam operator on riases and shafts)
----------------------------------------------------------------
LABO0238-006 06/01/2019
COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN, BENTON,
CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT,
LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA,
WHITMAN
Rates Fringes
Hod Carrier......................$ 27.95 12.90
----------------------------------------------------------------
LABO0242-003 06/01/2020
KING COUNTY
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.35
GROUP 2A....................$ 31.82 12.35
GROUP 3.....................$ 39.81 12.35
GROUP 4.....................$ 40.77 12.35
GROUP 5.....................$ 41.43 12.35
Group 6.....................$ 41.43 12.35
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
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GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2A: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Mortarman and Hodcarrier; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
Group 6: Miner
----------------------------------------------------------------
LABO0252-010 06/01/2020
CLALLAM, GRAYS HARBOR, JEFFERSON, KITSAP, LEWIS, MASON, PACIFIC
(EXCLUDING SOUTHWEST), PIERCE, AND THURSTON COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
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GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Groutmen (pressure)
including post tension beams; Hazardous Waste Worker (Level
B: uses same respirator protection as Level A. A supplied
air line is provided in conjunction with a chemical ""splash
suit""); Jackhammer; Laserbeam Operator; Manhole
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Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Grade Checker and Transit Person; High Scaler; Powderman;
Re-Timberman; Hazardous Waste Worker (Level A: utilizes a
fully encapsulated suit with a self-contained breathing
apparatus or a supplied air line).
----------------------------------------------------------------
LABO0292-008 06/01/2020
ISLAND, SAN JUAN, SKAGIT, SNOHOMISH, AND WHATCOM COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 27.78 12.44
GROUP 2.....................$ 31.82 12.44
GROUP 3.....................$ 39.81 12.44
GROUP 4.....................$ 40.77 12.44
GROUP 5.....................$ 41.43 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
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Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
----------------------------------------------------------------
LABO0335-001 06/01/2020
CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LINE
MADE BY EXTENDING THE NORTH BOUNDARY LINE OF WAHKIAKUM COUNTY
WEST TO THE PACIFIC OCEAN), SKAMANIA AND WAHKIAKUM COUNTIES
Rates Fringes
Laborers:
ZONE 1:
GROUP 1....................$ 34.93 12.44
GROUP 2....................$ 35.65 12.44
GROUP 3....................$ 36.20 12.44
GROUP 4....................$ 36.66 12.44
GROUP 5....................$ 31.93 12.44
GROUP 6....................$ 29.01 12.44
GROUP 7....................$ 25.14 12.44
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Zone Differential (Add to Zone 1 rates):
Zone 2 $ 0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city all.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
LABORERS CLASSIFICATIONS
GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch
Weighman; Broomers; Brush Burners and Cutters; Car and
Truck Loaders; Carpenter Tender; Change-House Man or Dry
Shack Man; Choker Setter; Clean-up Laborers; Curing,
Concrete; Demolition, Wrecking and Moving Laborers;
Dumpers, road oiling crew; Dumpmen (for grading crew);
Elevator Feeders; Median Rail Reference Post, Guide Post,
Right of Way Marker; Fine Graders; Fire Watch; Form
Strippers (not swinging stages); General Laborers;
Hazardous Waste Worker; Leverman or Aggregate Spreader
(Flaherty and similar types); Loading Spotters; Material
Yard Man (including electrical); Pittsburgh Chipper
Operator or Similar Types; Railroad Track Laborers; Ribbon
Setters (including steel forms); Rip Rap Man (hand placed);
Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers;
Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring;
Timber Faller and Bucker (hand labor); Toolroom Man (at job
site); Tunnel Bullgang (above ground); Weight-Man- Crusher
(aggregate when used)
GROUP 2: Applicator (including pot power tender for same),
applying protective material by hand or nozzle on utility
lines or storage tanks on project; Brush Cutters (power
saw); Burners; Choker Splicer; Clary Power Spreader and
similar types; Clean- up Nozzleman-Green Cutter (concrete,
rock, etc.); Concrete Power Buggyman; Concrete Laborer;
Crusher Feeder; Demolition and Wrecking Charred Materials;
Gunite Nozzleman Tender; Gunite or Sand Blasting Pot
Tender; Handlers or Mixers of all Materials of an
irritating nature (including cement and lime); Tool
Operators (includes but not limited to: Dry Pack Machine;
Jackhammer; Chipping Guns; Paving Breakers); Pipe Doping
and Wrapping; Post Hole Digger, air, gas or electric;
Vibrating Screed; Tampers; Sand Blasting (Wet);
Stake-Setter; Tunnel-Muckers, Brakemen, Concrete Crew,
Bullgang (underground)
GROUP 3: Asbestos Removal; Bit Grinder; Drill Doctor; Drill
Operators, air tracks, cat drills, wagon drills,
rubber-mounted drills, and other similar types including at
crusher plants; Gunite Nozzleman; High Scalers, Strippers
and Drillers (covers work in swinging stages, chairs or
belts, under extreme conditions unusual to normal drilling,
blasting, barring-down, or sloping and stripping); Manhole
Builder; Powdermen; Concrete Saw Operator; Pwdermen; Power
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Saw Operators (Bucking and Falling); Pumpcrete Nozzlemen;
Sand Blasting (Dry); Sewer Timberman; Track Liners, Anchor
Machines, Ballast Regulators, Multiple Tampers, Power
Jacks, Tugger Operator; Tunnel-Chuck Tenders, Nippers and
Timbermen; Vibrator; Water Blaster
GROUP 4: Asphalt Raker; Concrete Saw Operator (walls);
Concrete Nozzelman; Grade Checker; Pipelayer; Laser Beam
(pipelaying)-applicable when employee assigned to move, set
up, align; Laser Beam; Tunnel Miners; Motorman-Dinky
Locomotive-Tunnel; Powderman-Tunnel; Shield Operator-Tunnel
GROUP 5: Traffic Flaggers
GROUP 6: Fence Builders
GROUP 7: Landscaping or Planting Laborers
----------------------------------------------------------------
LABO0335-019 06/01/2020
Rates Fringes
Hod Carrier......................$ 34.93 12.44
----------------------------------------------------------------
LABO0348-003 06/01/2020
CHELAN, DOUGLAS (W OF 12TH MERIDIAN), KITTITAS, AND YAKIMA
COUNTIES
Rates Fringes
LABORER
GROUP 1.....................$ 23.68 12.44
GROUP 2.....................$ 27.17 12.44
GROUP 3.....................$ 29.74 12.44
GROUP 4.....................$ 30.46 12.44
GROUP 5.....................$ 30.99 12.44
BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT, SEATTLE, KENT,
TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT.
TOWNSEND, PT. ANGELES, AND BREMERTON
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 but less than 45 radius miles from the
respective city hall
ZONE 3 - More than 45 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $1.00
ZONE 3 - $1.30
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective
city hall
ZONE 2 - More than 25 radius miles from the respective city
hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
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LABORERS CLASSIFICATIONS
GROUP 1: Landscaping and Planting; Watchman; Window
Washer/Cleaner (detail clean-up, such as but not limited to
cleaning floors, ceilings, walls, windows, etc., prior to
final acceptance by the owner)
GROUP 2: Batch Weighman; Crusher Feeder; Fence Laborer;
Flagman; Pilot Car
GROUP 3: General Laborer; Air, Gas, or Electric Vibrating
Screed; Asbestos Abatement Laborer; Ballast Regulator
Machine; Brush Cutter; Brush Hog Feeder; Burner; Carpenter
Tender; Cement Finisher Tender; Change House or Dry Shack;
Chipping Gun (under 30 lbs.); Choker Setter; Chuck Tender;
Clean-up Laborer; Concrete Form Stripper; Curing Laborer;
Demolition (wrecking and moving including charred
material); Ditch Digger; Dump Person; Fine Graders;
Firewatch; Form Setter; Gabian Basket Builders; Grout
Machine Tender; Grinders; Guardrail Erector; Hazardous
Waste Worker (Level C: uses a chemical ""splash suit"" and
air purifying respirator); Maintenance Person; Material
Yard Person; Pot Tender; Rip Rap Person; Riggers; Scale
Person; Sloper Sprayer; Signal Person; Stock Piler; Stake
Hopper; Toolroom Man (at job site); Topper-Tailer; Track
Laborer; Truck Spotter; Vinyl Seamer
GROUP 4: Cement Dumper-Paving; Chipping Gun (over 30 lbs.);
Clary Power Spreader; Concrete Dumper/Chute Operator;
Concrete Saw Operator; Drill Operator (hydraulic, diamond,
aiartrac); Faller and Bucker Chain Saw; Grade Checker and
Transit Person; Groutmen (pressure) including post tension
beams; Hazardous Waste Worker (Level B: uses same
respirator protection as Level A. A supplied air line is
provided in conjunction with a chemical ""splash suit"");
High Scaler; Jackhammer; Laserbeam Operator; Manhole
Builder-Mudman; Nozzleman (concrete pump, green cutter when
using combination of high pressure air and water on
concrete and rock, sandblast, gunite, shotcrete, water
blaster, vacuum blaster); Pavement Breaker; Pipe Layer and
Caulker; Pipe Pot Tender; Pipe Reliner (not insert type);
Pipe Wrapper; Power Jacks; Railroad Spike Puller-Power;
Raker-Asphalt; Rivet Buster; Rodder; Sloper (over 20 ft);
Spreader (concrete); Tamper and Similar electric, air and
glas operated tool; Timber Person-sewer (lagger shorer and
cribber); Track Liner Power; Tugger Operator; Vibrator;
Well Point Laborer
GROUP 5: Caisson Worker; Miner; Mortarman and Hodcarrier;
Powderman; Re-Timberman; Hazardous Waste Worker (Level A:
utilizes a fully encapsulated suit with a self-contained
breathing apparatus or a supplied air line).
----------------------------------------------------------------
PAIN0005-002 07/01/2020
STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH),
SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Painters:
STRIPERS....................$ 31.90 17.23
----------------------------------------------------------------
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PAIN0005-004 03/01/2009
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
PAINTER..........................$ 20.82 7.44
----------------------------------------------------------------
* PAIN0005-006 07/01/2018
ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE);
CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS,
LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA,
WHITMAN AND YAKIMA COUNTIES
Rates Fringes
PAINTER
Application of Cold Tar
Products, Epoxies, Polyure
thanes, Acids, Radiation
Resistant Material, Water
and Sandblasting............$ 30.19 11.71
Over 30'/Swing Stage Work..$ 22.20 7.98
Brush, Roller, Striping,
Steam-cleaning and Spray....$ 22.94 11.61
Lead Abatement, Asbestos
Abatement...................$ 21.50 7.98
*$.70 shall be paid over and above the basic wage rates
listed for work on swing stages and high work of over 30
feet.
----------------------------------------------------------------
PAIN0055-003 07/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM
COUNTIES
Rates Fringes
PAINTER
Brush & Roller..............$ 25.14 12.90
Spray and Sandblasting......$ 25.14 12.90
All high work over 60 ft. = base rate + $0.75
----------------------------------------------------------------
PAIN0055-006 03/01/2020
CLARK, COWLITZ, KLICKITAT, SKAMANIA and WAHKIAKUM COUNTIES
Rates Fringes
Painters:
HIGHWAY & PARKING LOT
STRIPER.....................$ 35.87 13.40
----------------------------------------------------------------
PLAS0072-004 06/01/2020
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
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FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA
COUNTIES
Rates Fringes
CEMENT MASON/CONCRETE FINISHER
ZONE 1......................$ 31.30 15.53
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston; Wenatchee
Zone 1: 0 - 45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
----------------------------------------------------------------
PLAS0528-001 06/01/2020
CLALLAM, COWLITZ, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT,
SNOHOMISH, THURSTON, WAHKIAKUM AND WHATCOM COUNTIES
Rates Fringes
CEMENT MASON
CEMENT MASON................$ 45.80 18.54
COMPOSITION, TROWEL
MACHINE, GRINDER, POWER
TOOLS, GUNNITE NOZZLE.......$ 46.30 18.54
TROWELING MACHINE OPERATOR
ON COMPOSITION..............$ 46.30 18.54
----------------------------------------------------------------
PLAS0555-002 07/01/2019
CLARK, KLICKITAT AND SKAMANIA COUNTIES
ZONE 1:
Rates Fringes
CEMENT MASON
CEMENT MASONS DOING BOTH
COMPOSITION/POWER
MACHINERY AND
SUSPENDED/HANGING SCAFFOLD..$ 37.32 18.77
CEMENT MASONS ON
SUSPENDED, SWINGING AND/OR
HANGING SCAFFOLD............$ 36.58 18.77
CEMENT MASONS...............$ 35.85 18.77
COMPOSITION WORKERS AND
POWER MACHINERY OPERATORS...$ 36.58 18.77
Zone Differential (Add To Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 3.00
BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND,
SALEM, THE DALLES, VANCOUVER
ZONE 1: Projects within 30 miles of the respective city hall
ZONE 2: More than 30 miles but less than 40 miles from the
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respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall
----------------------------------------------------------------
TEAM0037-002 06/01/2019
CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line
made by extending the north boundary line of Wahkiakum County
west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES
Rates Fringes
Truck drivers:
ZONE 1
GROUP 1....................$ 29.08 15.27
GROUP 2....................$ 29.20 15.27
GROUP 3....................$ 29.34 15.27
GROUP 4....................$ 29.62 15.27
GROUP 5....................$ 29.85 15.27
GROUP 6....................$ 30.03 15.27
GROUP 7....................$ 30.24 15.27
Zone Differential (Add to Zone 1 Rates):
Zone 2 - $0.65
Zone 3 - 1.15
Zone 4 - 1.70
Zone 5 - 2.75
BASE POINTS: ASTORIA, THE DALLES, LONGVIEW AND VANCOUVER
ZONE 1: Projects within 30 miles of the respective city
hall.
ZONE 2: More than 30 miles but less than 40 miles from the
respective city hall.
ZONE 3: More than 40 miles but less than 50 miles from the
respective city hall.
ZONE 4: More than 50 miles but less than 80 miles from the
respective city hall.
ZONE 5: More than 80 miles from the respective city hall.
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1: A Frame or Hydra lifrt truck w/load bearing
surface; Articulated Dump Truck; Battery Rebuilders; Bus or
Manhaul Driver; Concrete Buggies (power operated); Concrete
Pump Truck; Dump Trucks, side, end and bottom dumps,
including Semi Trucks and Trains or combinations there of:
up to and including 10 cu. yds.; Lift Jitneys, Fork Lifts
(all sizes in loading, unloading and transporting material
on job site); Loader and/or Leverman on Concrete Dry Batch
Plant (manually operated); Pilot Car; Pickup Truck; Solo
Flat Bed and misc. Body Trucks, 0-10 tons; Truck Tender;
Truck Mechanic Tender; Water Wagons (rated capacity) up to
3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds.
and under; Lubrication Man, Fuel Truck Driver, Tireman,
Wash Rack, Steam Cleaner or combinations; Team Driver;
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Slurry Truck Driver or Leverman; Tireman
GROUP 2: Boom Truck/Hydra-lift or Retracting Crane;
Challenger; Dumpsters or similar equipment all sizes; Dump
Trucks/Articulated Dumps 6 cu to 10 cu.; Flaherty Spreader
Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer
or doubles transporting equipment or wet or dry materials;
Lumber Carrier, Driver-Straddle Carrier (used in loading,
unloading and transporting of materials on job site); Oil
Distributor Driver or Leverman; Transit mix and wet or dry
mix trcuks: over 5 cu. yds. and including 7 cu. yds.;
Vacuum Trucks; Water truck/Wagons (rated capacity) over
3,000 to 5,000 gallons
GROUP 3: Ammonia Nitrate Distributor Driver; Dump trucks,
side, end and bottom dumps, including Semi Trucks and
Trains or combinations thereof: over 10 cu. yds. and
including 30 cu. yds. includes Articulated Dump Trucks;
Self-Propelled Street Sweeper; Transit mix and wet or dry
mix truck: over 7 cu yds. and including 11 cu yds.; Truck
Mechanic-Welder-Body Repairman; Utility and Clean-up Truck;
Water Wagons (rated capacity) over 5,000 to 10,000 gallons
GROUP 4: Asphalt Burner; Dump Trucks, side, end and bottom
cumps, including Semi-Trucks and Trains or combinations
thereof: over 30 cu. yds. and including 50 cu. yds.
includes Articulated Dump Trucks; Fire Guard; Transit Mix
and Wet or Dry Mix Trucks, over 11 cu. yds. and including
15 cu. yds.; Water Wagon (rated capacity) over 10,000
gallons to 15,000 gallons
GROUP 5: Composite Crewman; Dump Trucks, side, end and
bottom dumps, including Semi Trucks and Trains or
combinations thereof: over 50 cu. yds. and including 60 cu.
yds. includes Articulated Dump Trucks
GROUP 6: Bulk Cement Spreader w/o Auger; Dry Pre-Batch
concrete Mix Trucks; Dump trucks, side, end and bottom
dumps, including Semi Trucks and Trains of combinations
thereof: over 60 cu. yds. and including 80 cu. yds., and
includes Articulated Dump Trucks; Skid Truck
GROUP 7: Dump Trucks, side, end and bottom dumps, including
Semi Trucks and Trains or combinations thereof: over 80 cu.
yds. and including 100 cu. yds., includes Articulated Dump
Trucks; Industrial Lift Truck (mechanical tailgate)
----------------------------------------------------------------
* TEAM0174-001 06/01/2019
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (North of a straight line made by extending the
north boundary line of Wahkiakum County west to the Pacific
Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND
WHATCOM COUNTIES
Rates Fringes
Truck drivers:
ZONE A:
GROUP 1:...................$ 40.38 20.46
GROUP 2:...................$ 39.54 20.46
GROUP 3:...................$ 36.73 20.46
GROUP 4:...................$ 31.76 20.46
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GROUP 5:...................$ 39.93 20.46
ZONE B (25-45 miles from center of listed cities*): Add $.70
per hour to Zone A rates.
ZONE C (over 45 miles from centr of listed cities*): Add
$1.00 per hour to Zone A rates.
*Zone pay will be calculated from the city center of the
following listed cities:
BELLINGHAM CENTRALIA RAYMOND OLYMPIA
EVERETT SHELTON ANACORTES BELLEVUE
SEATTLE PORT ANGELES MT. VERNON KENT
TACOMA PORT TOWNSEND ABERDEEN BREMERTON
TRUCK DRIVERS CLASSIFICATIONS
GROUP 1 - ""A-frame or Hydralift"" trucks and Boom trucks or
similar equipment when ""A"" frame or ""Hydralift"" and Boom
truck or similar equipment is used; Buggymobile; Bulk
Cement Tanker; Dumpsters and similar equipment,
Tournorockers, Tournowagon, Tournotrailer, Cat DW series,
Terra Cobra, Le Tourneau, Westinghouse, Athye Wagon, Euclid
Two and Four-Wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump Trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with 16 yards to 30 yards capacity:
Over 30 yards $.15 per hour additional for each 10 yard
increment; Explosive Truck (field mix) and similar
equipment; Hyster Operators (handling bulk loose
aggregates); Lowbed and Heavy Duty Trailer; Road Oil
Distributor Driver; Spreader, Flaherty Transit mix used
exclusively in heavy construction; Water Wagon and Tank
Truck-3,000 gallons and over capacity
GROUP 2 - Bulllifts, or similar equipment used in loading or
unloading trucks, transporting materials on job site;
Dumpsters, and similar equipment, Tournorockers,
Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra,
Le Tourneau, Westinghouse, Athye wagon, Euclid two and
four-wheeled power tractor with trailer and similar
top-loaded equipment transporting material: Dump trucks,
side, end and bottom dump, including semi-trucks and trains
or combinations thereof with less than 16 yards capacity;
Flatbed (Dual Rear Axle); Grease Truck, Fuel Truck,
Greaser, Battery Service Man and/or Tire Service Man;
Leverman and loader at bunkers and batch plants; Oil tank
transport; Scissor truck; Slurry Truck; Sno-Go and similar
equipment; Swampers; Straddler Carrier (Ross, Hyster) and
similar equipment; Team Driver; Tractor (small,
rubber-tired)(when used within Teamster jurisdiction);
Vacuum truck; Water Wagon and Tank trucks-less than 3,000
gallons capacity; Winch Truck; Wrecker, Tow truck and
similar equipment
GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup
Truck. (Adjust Group 3 upward by $2.00 per hour for onsite
work only)
GROUP 4 - Escort or Pilot Car
GROUP 5 - Mechanic
HAZMAT PROJECTS
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Anyone working on a HAZMAT job, where HAZMAT certification is
required, shall be compensated as a premium, in addition to
the classification working in as follows:
LEVEL C: +$.25 per hour - This level uses an air purifying
respirator or additional protective clothing.
LEVEL B: +$.50 per hour - Uses same respirator protection as
Level A. Supplied air line is provided in conjunction with
a chemical ""splash suit.""
LEVEL A: +$.75 per hour - This level utilizes a fully-
encapsulated suit with a self-contained breathing apparatus
or a supplied air line.
----------------------------------------------------------------
TEAM0690-004 01/01/2019
ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY,
FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND
OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA
COUNTIES
Rates Fringes
Truck drivers: (AREA 1:
SPOKANE ZONE CENTER: Adams,
Chelan, Douglas, Ferry,
Grant, Kittitas, Lincoln,
Okanogan, Pen Oreille,
Spokane, Stevens, and Whitman
Counties
AREA 1: LEWISTON ZONE CENTER:
Asotin, Columbia, and
Garfield Counties
AREA 2: PASCO ZONE CENTER:
Benton, Franklin, Walla Walla
and Yakima Counties)
AREA 1:
GROUP 1....................$ 23.91 17.40
GROUP 2....................$ 26.18 17.40
GROUP 3....................$ 26.68 17.40
GROUP 4....................$ 27.01 17.40
GROUP 5....................$ 27.12 17.40
GROUP 6....................$ 27.29 17.40
GROUP 7....................$ 27.82 17.40
GROUP 8....................$ 28.18 17.40
AREA 2:
GROUP 1....................$ 26.05 17.40
GROUP 2....................$ 28.69 17.40
GROUP 3....................$ 28.80 17.40
GROUP 4....................$ 29.13 17.40
GROUP 5....................$ 29.24 17.40
GROUP 6....................$ 29.24 17.40
GROUP 7....................$ 29.78 17.40
GROUP 8....................$ 30.10 17.40
Zone Differential (Add to Zone 1 rate: Zone 1 + $2.00)
BASE POINTS: Spokane, Pasco, Lewiston
Zone 1: 0-45 radius miles from the main post office.
Zone 2: Outside 45 radius miles from the main post office
TRUCK DRIVERS CLASSIFICATIONS
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GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power
Boat Hauling Employees or Material
GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs. and
under); Leverperson (loading trucks at bunkers); Trailer
Mounted Hydro Seeder and Mulcher; Seeder & Mulcher;
Stationary Fuel Operator; Tractor (small, rubber-tired,
pulling trailer or similar equipment)
GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile &
Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. &
under); Flat Bed Truck with Hydraullic System; Fork Lift
(3001-16,000 lbs.); Fuel Truck Driver, Steamcleaner &
Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo;
Scissors Truck; Slurry Truck Driver; Straddle Carrier
(Ross, Hyster, & similar); Tireperson; Transit Mixers &
Truck Hauling Concrete (3 yd. to & including 6 yds.);
Trucks, side, end, bottom & articulated end dump (3 yards
to and including 6 yds.); Warehouseperson (to include
shipping & receiving); Wrecker & Tow Truck
GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser;
Trucks, side, end, bottom & articulated end dump (over 6
yards to and including 12 yds.); Truck Mounted Hydro
Seeder; Warehouseperson; Water Tank truck (0-8,000 gallons)
GROUP 5: Dumptor (over 6 yds.); Lowboy (50 tons & under);
Self- loading Roll Off; Semi-Truck & Trailer; Tractor with
Steer Trailer; Transit Mixers and Trucks Hauling Concrete
(over 6 yds. to and including 10 yds.); Trucks, side, end,
bottom and end dump (over 12 yds. to & including 20 yds.);
Truck-Mounted Crane (with load bearing surface either
mounted or pulled, up to 14 ton); Vacuum Truck (super
sucker, guzzler, etc.)
GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift
(over 16,000 lbs.); Dumps (Semi-end); Mechanic (Field);
Semi- end Dumps; Transfer Truck & Trailer; Transit Mixers &
Trucks Hauling Concrete (over 10 yds. to & including 20
yds.); Trucks, side, end, bottom and articulated end dump
(over 20 yds. to & including 40 yds.); Truck and Pup;
Tournarocker, DWs & similar with 2 or more 4 wheel-power
tractor with trailer, gallonage or yardage scale, whichever
is greater Water Tank Truck (8,001- 14,000 gallons);
Lowboy(over 50 tons)
GROUP 7: Oil Distributor Driver; Stringer Truck (cable
oeprated trailer); Transit Mixers & Trucks Hauling Concrete
(over 20 yds.); Truck, side, end, bottom end dump (over 40
yds. to & including 100 yds.); Truck Mounted Crane (with
load bearing surface either mounted or pulled (16 through
25 tons);
GROUP 8: Prime Movers and Stinger Truck; Trucks, side, end,
bottom and articulated end dump (over 100 yds.); Helicopter
Pilot Hauling Employees or Materials
Footnote A - Anyone working on a HAZMAT job, where HAZMAT
certification is required, shall be compensated as a
premium, in additon to the classification working in as
follows:
LEVEL C-D: - $.50 PER HOUR (This is the lowest level of
protection. This level may use an air purifying respirator
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or additional protective clothing.
LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction
with a chemical spash suit or fully encapsulated suit with
a self-contained breathing apparatus.
Employees shall be paid Hazmat pay in increments of four(4)
and eight(8) hours.
NOTE:
Trucks Pulling Equipment Trailers: shall receive $.15/hour
over applicable truck rate
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave
for Federal Contractors applies to all contracts subject to the
Davis-Bacon Act for which the contract is awarded (and any
solicitation was issued) on or after January 1, 2017. If this
contract is covered by the EO, the contractor must provide
employees with 1 hour of paid sick leave for every 30 hours
they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their
own illness, injury or other health-related needs, including
preventive care; to assist a family member (or person who is
like family to the employee) who is ill, injured, or has other
health-related needs, including preventive care; or for reasons
resulting from, or to assist a family member (or person who is
like family to the employee) who is a victim of, domestic
violence, sexual assault, or stalking. Additional information
on contractor requirements and worker protections under the EO
is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
----------------------------------------------------------------
The body of each wage determination lists the classification
and wage rates that have been found to be prevailing for the
cited type(s) of construction in the area covered by the wage
determination. The classifications are listed in alphabetical
order of ""identifiers"" that indicate whether the particular
rate is a union rate (current union negotiated rate for local),
a survey rate (weighted average rate) or a union average rate
(weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed
in dotted lines beginning with characters other than ""SU"" or
""UAVG"" denotes that the union classification and rate were
prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of
the union which prevailed in the survey for this
classification, which in this example would be Plumbers. 0198
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indicates the local union number or district council number
where applicable, i.e., Plumbers Local 0198. The next number,
005 in the example, is an internal number used in processing
the wage determination. 07/01/2014 is the effective date of the
most current negotiated rate, which in this example is July 1,
2014.
Union prevailing wage rates are updated to reflect all rate
changes in the collective bargaining agreement (CBA) governing
this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that
no one rate prevailed for this classification in the survey and
the published rate is derived by computing a weighted average
rate based on all the rates reported in the survey for that
classification. As this weighted average rate includes all
rates reported in the survey, it may include both union and
non-union rates. Example: SULA2012-007 5/13/2014. SU indicates
the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates
the State of Louisiana. 2012 is the year of survey on which
these classifications and rates are based. The next number, 007
in the example, is an internal number used in producing the
wage determination. 5/13/2014 indicates the survey completion
date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a
new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate
that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the
classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union
average rate. OH indicates the state. The next number, 0010 in
the example, is an internal number used in producing the wage
determination. 08/29/2014 indicates the survey completion date
for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of
each year, to reflect a weighted average of the current
negotiated/CBA rate of the union locals from which the rate is
based.
----------------------------------------------------------------
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
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Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
================================================================
END OF GENERAL DECISION"
Addendum No. 2 Page 1 of 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
ADDENDUM NO. 2
WRIGLEY DRIVE EXTENSION
FEDERAL AID NO. STPUL-3552(001)
CITY OF PASCO PROJECT 15009
October 22, 2020
Addendum No. 2 Acknowledgement Page
This addendum includes:
2 - 8 ½ x 11” Acknowledgement Pages
1 – 8 ½ x 11” Specifications Revisions
2 - 8 ½ x 11” Revised Unit Price Bid Proposal Pages
5 Total Sheets
**************************************************************************************************
NOTICE is hereby given that this acknowledgement page must be signed and
enclosed with the sealed bid for the 15009 – WRIGLEY DRIVE EXTENSION as
evidence that the bidder has familiarized themselves with all information incorporated
herein.
Do NOT include the entire contents of this Addendum in your bid
submission.
Only this signed acknowledgement page is required.
______________________________________________________________________
Company Name
______________________________________________________________________
Name (Please Print) Title
______________________________________________________________________
Signature
Addendum No. 2 Page 2 of 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
Submittals are due on:
TUESDAY, OCTOBER 27, 2020 AT 2:00 PM.
This addendum will be provided through Quest CDN and the City of
Pasco Website.
______________________________
Michael Uhlman, PE
Senior Civil Engineer
Addendum No. 2 Page 3 of 3
PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737
P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov
BID OPENING: October 27, 2020 2:00 P.M.
The following additions, revisions, and/or modifications are made to the Contract Documents, Plans, and
Specifications for this project:
ITEM 1 – PROPOSAL
Addendum 1 did not include revised proposal pages. Replace UNIT PRICE BID PROPOSAL pages P-1
and P-2 with attached pages P-1R and P-2R.
P-1R
UNIT PRICE BID PROPOSAL
(NOTE: Unit prices for all items, all extensions, and total amount of bid must be shown. Any
changes/corrections to the bid must be initialed by the signer of the bid, in accordance with Section
1-02.5.)
CITY OF PASCO
WRIGLEY DRIVE EXTENSION
STPUL-3552(001)
CITY OF PASCO PROJECT NO. 15009
ITEM
NO. ITEM DESCRIPTION PAYMT
SPEC UNIT QUANTITY UNIT PRICE
DOLLARS-CTS AMOUNT
DOLLARS-CTS
SCHEDULE A – ROADWAY IMPROVEMENTS
1 Minor Change 1-04.4(1) FA Est. X $5,000.00 = $5,000.00
2 Roadway Surveying 1-05.4 LS --- X --- =
3 Record Drawings (Minimum Bid $5,000) 1.05.18 LS --- X --- =
4 SPCC Plan 1-07.15(1) LS --- X --- =
5 Mobilization 1-09.7 LS --- X --- =
6 Project Temporary Traffic Control 1-10.5 LS --- X --- =
7 Clearing and Grubbing 2-01.5 LS --- X --- =
8 Removal of Structures and Obstructions 2-02.5 LS --- X --- =
9 Unclassified Excavation Incl. Haul 2-03.5 CY 585 X =
10 Embankment Compaction 2-03.5 CY 175 X =
11 Crushed Surfacing Base Course 4-04.5 TON 1,350 X =
12 Crushed Surfacing Top Course 4-04.5 TON 325 X =
13 HMA Cl. 3/8-Inch PG 64S-28 5-04.5 TON 510 X =
14 Storm Sewer Pipe 12 In. Diam 7-04.5 LF 45 X =
15 Ductile Iron Storm Sewer Pipe 8 In. Diam 7-04.5 LF 85 X =
16 Underdrain Pipe Infiltration Trench
System 12 In. Diam. 7-04.5 LF 85 X =
17 Catch Basin Type 1 7-05.5 EA 4 X =
18 Catch Basin Type 2 48 In. Diam. 7-05.5 EA 2 X =
19 Adjust Manhole 7-05.5 EA 1 X =
20 Shoring or Extra Excavation 7-08.5 LF 85 X =
21 Select Backfill, as Directed 7-08.5 CY 60 X =
22 Adjust Valve Box 7-12.5 EA 2 X =
23 ESC Lead 8-01.3(1)B DAY 10 X =
24 Erosion/Water Pollution Control 8-02.5 FA Est. X $1,500.00 = $1,500.00
25 Cement Conc. Traffic Curb and Gutter 8-04.5 LF 1,090 X =
26 Extruded Curb 8-04.5 LF 61 X =
27 Conduit Pipe 4 In. Diam. 8-20.5 LF 240 X =
P-2R
ITEM
NO. ITEM DESCRIPTION PAYMT
SPEC UNIT QUANTITY UNIT PRICE
DOLLARS-CTS AMOUNT
DOLLARS-CTS
28 Permanent Signing 8-21.5 LS --- X --- =
29 Pavement Markings 8-22.5 LS --- X --- =
SCHEDULE A TOTAL
ITEM
NO. ITEM DESCRIPTION PAYMT
SPEC UNIT QUANTITY UNIT PRICE
DOLLARS-CTS AMOUNT
DOLLARS-CTS
SCHEDULE B – LOCAL IMPROVEMENTS
30 Manhole 48 In. Diam. Type 1 7-05.5 EA 1 X =
31 Shoring or Extra Excavation 7-08.5 LF 1,135 X =
32 8 In. Ductile Iron Pipe for Water Main 8
In. Diam 7-09.5 LF 680 X =
33 Blow Off Assembly 7-09.5 EA 3 X =
34 Gate Valve 8 In. 7-12.5 EA 3 X =
35 Hydrant Assembly 7-14.5 EA 1 X =
36 Irrigation System 7-16.5 LS --- X --- =
37 PVC Sanitary Sewer Pipe 8 In. Diam. 7-17.5 LF 55 X =
38 PVC Sanitary Sewer Pipe 10 In. Diam. 7-17.5 LF 400 X =
8.6% STATE SALES TAX
SCHEDULE B TOTAL
SCHEDULES A AND B TOTAL