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HomeMy WebLinkAboutCentral Washington Asphalt, Inc - Road 68 Widening South of I-182 - Project No. 20009 Federal Aid No. STPUL-3515(009)CONTRACT DOCUMENTS Road 68 Widening – South of I-182 PROJECT NO. 20009 FEDERAL AID NO. STPUL-3515(009) COPY____ CONTRACT DOCUMEruTS ROAD 68 WIDENING - SOUTH OF 1.L82 PROJECT NO. 2OOO9 FEDERAL AID NO. STPUL-3515(009) TOC TABLE OF CONTENTS ROAD 68 WIDENING – SOUTH OF I-182 Project No. 20009, FEDERAL AID NO. STPUL-3515(009) INVITATION TO BID ........................................................................................................................................ 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-5 Award of Contract.................................................................................................................................... IB-5 Prevailing Wage Requirements ................................................................................................................ IB-5 Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-6 Bid Opening Procedures for Covid-19 Protective Measures .................................................................... IB-6 Bid Schedules ........................................................................................................................................... IB-7 PROPOSAL: Bid Proposal .............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Prevailing Wage Rate Reference ......................................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-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 .................................................................................................. WA20210001 WA State Prevailing Wage Rates .......................................................................................................... SWR-1 Benefit Code Key .................................................................................................................................. BCK-1 Labor & Industries Policy Statement ....................................................................................................... LI-1 MISCELLANEOUS Required Contract Provisions ..................................................................................................... FHWA-1273 CONSTRUCTION DRAWINGS AD-1 ATTENTION CONTRACTORS INVITATION TO BID Road 68 Widening – South of I-182 Project # 20009, Federal Aid No. STPUL-3515(009) The City of Pasco, Washington is inviting and requesting bid proposals for the Road 68 Widening – South of I-182 project. This contract provides for the widening of Road 68 between I-182 to Chapel Hill Boulevard, installation of new curb and gutter, storm drainage system, and other work. All in accordance with the Contract Plans, Contract Provisions, and the Standard Specifications. This contract has twenty (20) working days to complete the work . Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan Room, beginning Friday, March 26, 2021. Bidders may obtain digital files at no cost. Printed documents are available, at bidders’ expense, by choosing the “Order” option. In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is providing an option to submit bids for the project through an online bidding process. The bidding may be done through City of Pasco’s Plan Room secure network/platform: https://www.cityofpascoplanroom.com/jobs/public. Sealed Bids shall be submitted electronically via City of Pasco’s Plan Room and shall be accepted up to the hour of 2:00PM on Tuesday, April 20, 2021. The Contractor will not be charged a fee to submit a bid. Bids will be publicly opened and read aloud via live stream webinar at the subsequent time of 2:00PM on Tuesday, April 20, 2021. To participate in the public webinar meeting from a computer, tablet, or smartphone, please use the following information: https://global.gotomeeting.com/join/945923845; OR, via telephone, United States +1 (312) 757-3121, Access Code: 945-923-845. 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 bid. Technical questions regarding the scope of this project should be put in writing up until 72 -hours prior to bid opening and directed to Michael D. Uhlman, PE, Senior Engineer, City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco, WA 99301, 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 Abadan’s City of Pasco Plan Room Plan Holders list. Upon award, Contractor (and subcontractors) shall have a current City of Pasco Business License. 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. No person shall be excluded from participation, denied program benefits, or subjected to discrimination on the basis of age under any program or activity receiving federal funding assistance. (42 U.S.C. 610 et. seq.) The City of Pasco in accordance wit h Section 504 of the Rehabilitation Act and the Americans with Disabilities Act (ADA), commits to nondiscrimination 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 of Pasco, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Nondiscrimination in Federally-assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will affirm atively 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 AD-1 will not be discriminated against on the ground of race, color, national origin, or sex in consideration for an award. 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: March 23, 2021 _________________________________________ Michael Uhlman, P.E. – Senior Engineer PUBLISH: March 26, 2021 April 2, 2021 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-5 Award of Contract.................................................................................................................................... IB-5 Prevailing Wage Requirements ................................................................................................................ IB-5 Disadvantaged Business Enterprises Condition of Award Participation .................................................. IB-6 Bid Opening Procedures for Covid-19 Protective Measures .................................................................... IB-6 Bid Schedules ........................................................................................................................................... IB-7 IB 1 of 7 INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction, as prepared by the Washington Department of Transportation 2021 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 20XX Standard Specifications for Road, Bridge and Municipal Construction shall read 2021 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 (PMC) Chapter 14.15 'Qualification for Public Works Construction' as well as meet the mandatory bidder responsibility criteria in RCW 39.04.350(1). 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, who has not met the mandatory bidder responsibility criteria from RCW 39.04.350(1), or who has not downloaded the Bid Documents from www.cityofpascoplanroom.com. 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 a n $800 return deposit plus a $50 non- refundable handling and processing fee for the meter and valve. The City will IB 2 of 7 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 a nd will be paid per WSDOT Standard Specification 2-07.5. The Contractor shall not 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 in accordance with PMC 14.15 (Sec. 1 - 02.1). 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 a Plan Center Service, via www.cityofpascoplanroom.com/jobs/public, a secure online bidding platform. Sealed bids shall be submitted electronically via the City of Pasco’s secure Plan Room. Alternatively, bids may be submitted via hard copy at Pasco City Hall. Per the following directions: 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 hard copy bid submittal for this project will adhere to certain limitations and provisions in accordance with the closure of Pasco City Hall, and described herein is the 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 – Figure 1), up until the hour of 2:00 PM on April 20, 2021. Notice and drop-off instructions will be posted at the door. Bidder must ring door bell, located IB 3 of 7 on the right side of the door. Bidders should then plan for their bid submittal to be received by a City official. Figure 1 Any questions regarding bidding assistance or access/functionality shall be directed to Dustin Wittman at the City of Pasco at 509-545-3447 or wittmand@pasco-wa.gov. 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)  Subcontractor Disclosure (Sec. 1-02.6)  Bid Security (surety bond)  Prevailing Wage Rate Reference,  Mandatory Bidder Responsibility Checklist IB 4 of 7  Contractor Certification Wage Law Compliance – Responsibility Criteria (WSDOT Form No. 272-009)  Non-Collusion Declaration (WSDOT Form No. 272-036I)  Local Agency Proposal – Signature Page (WSDOT Form No. 272-036K)  Certification for Federal Aid Contracts (WSDOT Form No. 272 -040A)  Acknowledgement of any Addenda (Sec. 1-02.6) All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1 -02.6). A scanned copy of these completed proposal forms (Bid Package) shall be uploaded as part of the Bid via City of Pasco’s Plan Room. An Excel version of the Proposal will be available in the Plan Center (www.cityofpascoplanroom.com) for Contractors to utilize. Bids that are submitted electronically shall include the Excel Bid Proposal as well as a scanned copy. It is the Contractor’s responsibility to verify that the information in the Bid Proposal accurately reflects the Contractor’s Bid. Bid Bonds must be submitted via hard copy to the City Clerk’s Office at Pasco City Hall prior to the Bid submittal deadline. Per the following instructions: A. 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. B. Now therefore, the Bid Bond for this project shall be submitted in a sealed envelope, either in person or mailed to the Pasco City Clerk at City Hall, 525 N. 3rd Ave, Pasco, WA 99301, using the designated drop off location at the West Nixon Street City Hall Door up until the hour of 2:00 PM on April 20, 2021. The sealed envelope must reference the project. C. If the Bidder is dropping off their Bid Bond in-person, they shall use the designated drop off location at the West Nixon Street City Hall Door (identified by the arrow in the pictures above – Figure 1). Notice and drop- off instructions will be posted at the door. Bidder must ring door bell, located on the right side of the door. Bidders should then plan for their Bid Bond to be received by a City official. D. Do not submit your Bid Proposal in sealed Bid Bond envelope unless you are delivering a hard-copy bid, whereas it will be a considered a full bid package. The Online/Electronic Bidding for this project shall be completed at www.cityofpascoplanroom.com. The City will open the Bid Bond alongside Bids at the time of bid opening. IB 5 of 7 Bid Security shall be in the form of a certified check, cashier’s check, b id 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. For Online Bidding, failure to submit a completed scanned copy of the proposal forms and/or delivery of the originally signed required bid documents may be cause for rejection of the bid. 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, who meet the minimum qualifications of RCW 39.04.350(1), and who obtained original bid documents from www.cityofpascoplanroom.com. 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 tr ansmit 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 approva l by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsive, responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents. The City reserves the right to (Sec 1-03.1):  Waive any informality or minor irregularity in bids received when such waiver is in the best interest of the City.  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. In addition, this project is subject to the Davis-Bacon Act of 1931 and the Contractor must follow laws that IB 6 of 7 accompany this Act. 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 until the Contractor and all sub -contractors have submitted the approved Affidavit forms. The City requires that certified payrolls 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 City 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 2:00 PM - 3:00 PM on April 20, 2021 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: City of Pasco Bid Opening – Road 68 Widening – South of I-182 Tuesday, April 2, 2021 2:00 PM - 3:00 PM (PST) Please join my meeting from your computer, tablet or smartphone. https://global.gotomeeting.com/join/945923845 IB 7 of 7 You can also dial in using your phone. (For supported devices, tap a one-touch number below to join instantly.) United States: +1 (312) 757-3121 - One-touch tel: +1 (312) 757-3121,,945923845# Access Code: 945-923-845 New to GoToMeeting? Get the app now and be ready when your first meeting starts: https://global.gotomeeting.com/join/945923845 BID SCHEDULES The proposal contains one (1) bid schedule. The determination of the low bid is based on the sum total of schedule A. Proposal Bid Proposal .............................................................................................................................................. P-1 Subcontractor Disclosure Page ............................................................................................................... SD-1 Bid Bond ................................................................................................................................................. BB-1 Prevailing Wage Rate Reference Sheet ............................................................................................... PWR-1 Mandatory Bidder Responsibility Checklist ...................................................................................... MBRC-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-2 TABLE OF CONTENTS Page 3/23/2021 i \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx SPECIAL PROVISIONS Introduction .......................................................................................................................................... SP-1 Description of Work .............................................................................................................................. SP-2 1-02 Bid Procedures and Conditions ............................................................................................. SP-4 1-03 Award and Execution of Contract ....................................................................................... SP-13 1-04 Scope of Work ..................................................................................................................... SP-15 1-05 Control of Work ................................................................................................................... SP-15 1-06 Control of Material .............................................................................................................. SP-20 1-07 Legal Relations and Responsibilities to the Public .............................................................. SP-22 1-08 Prosecution and Progress ................................................................................................... SP-49 1-09 Measurement and Payment................................................................................................ SP-53 1-10 Temporary Traffic Control ................................................................................................... SP-54 2-02 Removal of Structures and Obstructions ............................................................................ SP-55 2-03 Roadway Excavation and Embankment .............................................................................. SP-56 2-07 Watering .............................................................................................................................. SP-57 3-04 Acceptance of Aggregate .................................................................................................... SP-58 4-04 Ballast and Crushed Surfacing ............................................................................................. SP-58 7-04 Storm Sewers ...................................................................................................................... SP-78 7-05 Manholes, Inlets, Catch Basins, and Drywells ..................................................................... SP-79 7-08 General Pipe Installation Requirements ............................................................................. SP-80 8-02 Roadside Restoration .......................................................................................................... SP-82 8-04 Curbs, Gutters and Spillways ............................................................................................... SP-85 8-14 Cement Concrete Sidewalks ................................................................................................ SP-85 8-21 Permanent Signing .............................................................................................................. SP-86 9-03 Aggregates........................................................................................................................... SP-86 Appendices ......................................................................................................................................... SP-87 Standard Plans .................................................................................................................................... SP-87 3/23/2021 SP-1 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx INTRODUCTION TO THE SPECIAL PROVISIONS 1 2 (August 14, 2013 APWA GSP) 3 4 The work on this project shall be accomplished in accordance with the Standard Specifications for 5 Road, Bridge and Municipal Construction, 2021 edition, as issued by the Washington State Department 6 of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State 7 Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or 8 supplemented by the Amendments to the Standard Specifications and these Special Provisions, all of 9 which are made a part of the Contract Documents, shall govern all of the Work. 10 11 These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, 12 which may have project-specific fill-ins; and project-specific Special Provisions. Each Provision either 13 supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The 14 deletion, amendment, alteration, or addition to any subsection or portion of the Standard 15 Specifications is meant to pertain only to that particular portion of the section, and in no way should it 16 be interpreted that the balance of the section does not apply. 17 18 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers 19 of each GSP, with the effective date of the GSP and its source. For example: 20 21 (March 8, 2013 APWA GSP) 22 (April 1, 2013 WSDOT GSP) 23 24 Also incorporated into the Contract Documents by reference are: 25  Manual on Uniform Traffic Control Devices for Streets and Highways, currently adopted 26 edition, with Washington State modifications, if any 27  Standard Plans for Road, Bridge and Municipal Construction, WSDOT/APWA, current edition 28  City of Pasco Standard Plans 29 30 Contractor shall obtain copies of these publications, at Contractor's own expense. 31 32 33 3/23/2021 SP-2 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx DIVISION 1 1 GENERAL REQUIREMENTS 2 3 DESCRIPTION OF WORK 4 5 (March 13, 1995) 6 This contract provides for the widening of Road 68 between I-182 to Chapel Hill Boulevard, installation 7 of new curb and gutter, storm drainage system, and other work, all in accordance with the attached 8 Contract Plans, these Contract Provisions, and the Standard Specifications. 9 10 1-01.3 Definitions 11 (January 4, 2016 APWA GSP) 12 13 Delete the heading Completion Dates and the three paragraphs that follow it, and replace them with 14 the following: 15 16 Dates 17 Bid Opening Date 18 The date on which the Contracting Agency publicly opens and reads the Bids. 19 Award Date 20 The date of the formal decision of the Contracting Agency to accept the lowest responsible 21 and responsive Bidder for the Work. 22 Contract Execution Date 23 The date the Contracting Agency officially binds the Agency to the Contract. 24 Notice to Proceed Date 25 The date stated in the Notice to Proceed on which the Contract time begins. 26 Substantial Completion Date 27 The day the Engineer determines the Contracting Agency has full and unrestricted use and 28 benefit of the facilities, both from the operational and safety standpoint, any remaining traffic 29 disruptions will be rare and brief, and only minor incidental work, replacement of temporary 30 substitute facilities, plant establishment periods, or correction or repair remains for the 31 Physical Completion of the total Contract. 32 Physical Completion Date 33 The day all of the Work is physically completed on the project. All documentation required by 34 the Contract and required by law does not necessarily need to be furnished by the Contractor 35 by this date. 36 Completion Date 37 The day all the Work specified in the Contract is completed and all the obligations of the 38 Contractor under the contract are fulfilled by the Contractor. All documentation required by 39 the Contract and required by law must be furnished by the Contractor before establishment of 40 this date. 41 Final Acceptance Date 42 The date on which the Contracting Agency accepts the Work as complete. 43 44 3/23/2021 SP-3 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Supplement this Section with the following: 1 2 All references in the Standard Specifications, Amendments, or WSDOT General Special Provisions, 3 to the terms "Department of Transportation", "Washington State Transportation Commission", 4 "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" 5 shall be revised to read "Contracting Agency". 6 7 All references to the terms "State" or "state" shall be revised to read "Contracting Agency" unless 8 the reference is to an administrative agency of the State of Washington, a State statute or 9 regulation, or the context reasonably indicates otherwise. 10 11 All references to "State Materials Laboratory" shall be revised to read "Contracting Agency 12 designated location". 13 14 All references to "final contract voucher certification" shall be interpreted to mean the 15 Contracting Agency form(s) by which final payment is authorized, and final completion and 16 acceptance granted. 17 18 Additive 19 A supplemental unit of work or group of Bid items, identified separately in the Proposal, which 20 may, at the discretion of the Contracting Agency, be awarded in addition to the Base Bid. 21 22 Alternate 23 One of two or more units of work or groups of Bid items, identified separately in the Proposal, 24 from which the Contracting Agency may make a choice between different methods or material of 25 construction for performing the same work. 26 27 Business Day 28 A business day is any day from Monday through Friday except holidays as listed in Section 1-08.5. 29 30 Contract Bond 31 The definition in the Standard Specifications for "Contract Bond" applies to whatever bond form(s) 32 are required by the Contract Documents, which may be a combination of a Payment Bond and a 33 Performance Bond. 34 35 Contract Documents 36 See definition for "Contract". 37 38 Contract Time 39 The period of time established by the terms and conditions of the Contract within which the Work 40 must be physically completed. 41 42 Notice of Award 43 The written notice from the Contracting Agency to the successful Bidder signifying the Contracting 44 Agency's acceptance of the Bid Proposal. 45 46 3/23/2021 SP-4 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Notice to Proceed 1 The written notice from the Contracting Agency or Engineer to the Contractor authorizing and 2 directing the Contractor to proceed with the Work and establishing the date on which the 3 Contract time begins. 4 5 Traffic 6 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and 7 equestrian traffic. 8 9 1-02 BID PROCEDURES AND CONDITIONS 10 11 1-02.1 Prequalification of Bidders 12 13 Delete this Section and replace it with the following: 14 15 1-02.1 Qualifications of Bidder 16 (January 24, 2011 APWA GSP) 17 18 Before award of a public works contract, a Bidder must meet at least the minimum qualifications 19 of RCW 39.04.350(1) to be considered a responsible Bidder and qualified to be awarded a public 20 works project. 21 22 1-02.2 Plans and Specifications 23 (June 27, 2011 APWA GSP) 24 25 Delete this section and replace it with the following: 26 27 Information as to where Bid Documents can be obtained or reviewed can be found in the Call for 28 Bids (Advertisement for Bids) for the work. 29 30 After award of the contract, plans and specifications will be issued to the Contractor at no cost as 31 detailed below: 32 33 To Prime Contractor No. of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furnished automatically upon award. Contract Provisions 5 Furnished automatically upon award. Large plans (e.g., 22" x 34") 0 Furnished automatically upon award. 34 Additional plans and Contract Provisions may be obtained by the Contractor from the source 35 stated in the Call for Bids, at the Contractor's own expense. 36 37 38 3/23/2021 SP-5 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-02.4 Examination of Plans, Specifications, and Site of Work 1 2 1-02.4(2) Subsurface Information 3 (March 8, 2013 APWA GSP) 4 The second sentence in the first paragraph is revised to read: 5 6 The Summary of Geotechnical Conditions and the boring logs, if and when included as an 7 appendix to the Special Provisions, shall be considered as part of the Contract. 8 9 1-02.5 Proposal Forms 10 (July 31, 2017 APWA GSP) 11 12 Delete this section and replace it with the following: 13 14 The Proposal Form will identify the project and its location and describe the work. It will also list 15 estimated quantities, units of measurement, the items of work, and the materials to be furnished 16 at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are 17 not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and, 18 where applicable, retail sales taxes and acknowledgment of addenda; the bidder's name, address, 19 telephone number, and signature; the bidder's UDBE/DBE/M/WBE commitment, if applicable; a 20 State of Washington Contractor's Registration Number; and a Business License Number, if 21 applicable. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black 22 ink. The required certifications are included as part of the Proposal Form. 23 24 The Contracting Agency reserves the right to arrange the proposal forms with alternates and 25 additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all 26 alternates and additives set forth in the Proposal Form unless otherwise specified. 27 28 1-02.6 Preparation of Proposal 29 (December 10, 2020 APWA GSP, Option A) 30 31 Supplement this section with the following: 32 33 The Bidder shall submit with the Bid a completed Disadvantaged Business Enterprise (DBE) 34 Utilization Certification, when required by the Special Provisions. For each and every DBE firm 35 listed on the Bidder’s completed Disadvantaged Business Enterprise Utilization Certification, the 36 Bidder shall submit written confirmation from that DBE firm that the DBE is in agreement with 37 the DBE participation commitment that the Bidder has made in the Bidder’s completed 38 Disadvantaged Business Enterprise Utilization Certification. 39 40 WSDOT Form 422 031 (Disadvantaged Business Enterprise Written Confirmation Document) is to 41 be used for this purpose. Bidder must submit good faith effort documentation only in the event 42 the bidder’s efforts to solicit sufficient DBE participation have been unsuccessful. 43 44 The Bidder shall submit a DBE Bid Item Breakdown form defining the scope of work to be 45 performed by each DBE listed on the DBE Utilization Certification. 46 47 3/23/2021 SP-6 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx If the Bidder lists a DBE Trucking firm on the DBE Utilization Certification, then the Bidder must 1 also submit a DBE Trucking Credit Form (WSDOT Form 272-058) documenting how the DBE 2 Trucking firm will be able to perform the scope of work subcontracted to them. 3 4 Directions for delivery of the Disadvantaged Business Enterprise Written Confirmation 5 Documents, Disadvantaged Business Enterprise Good Faith Effort documentation, DBE Bid Item 6 Breakdown Form and the DBE Trucking Credit Form are included in Section 1-02.9. 7 8 (December 10, 2020 APWA GSP, Option B) 9 10 Supplement the second paragraph with the following: 11 4. If a minimum bid amount has been established for any item, the unit or lump sum price 12 must equal or exceed the minimum amount stated. 13 5. Any correction to a bid made by interlineation, alteration, or erasure, shall be initialed by 14 the signer of the bid. 15 16 Delete the last two paragraphs, and replace them with the following: 17 18 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law Compliance 19 form, provided by the Contracting Agency. Failure to return this certification as part of the Bid 20 Proposal package will make this Bid Nonresponsive and ineligible for Award. A Contractor 21 Certification of Wage Law Compliance form is included in the Proposal Forms. 22 23 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 24 25 A bid by a corporation shall be executed in the corporate name, by the president or a vice 26 president (or other corporate officer accompanied by evidence of authority to sign). 27 28 A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy 29 of the partnership agreement shall be submitted with the Bid Form if any UDBE requirements are 30 to be satisfied through such an agreement. 31 32 A bid by a joint venture shall be executed in the joint venture name and signed by a member of 33 the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if 34 any UDBE requirements are to be satisfied through such an agreement. 35 36 1-02.7 Bid Deposit 37 (March 8, 2013 APWA GSP) 38 39 Supplement this Section with the following: 40 41 Bid bonds shall contain the following: 42 1. Contracting Agency-assigned number for the project; 43 2. Name of the project; 44 3. The Contracting Agency named as obligee; 45 3/23/2021 SP-7 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 4. The amount of the Bid bond stated either as a dollar figure or as a percentage which 1 represents five percent of the maximum Bid amount that could be awarded; 2 5. Signature of the bidder's officer empowered to sign official statements. The signature of the 3 person authorized to submit the Bid should agree with the signature on the bond, and the title 4 of the person must accompany the said signature; 5 6. The signature of the surety's officer empowered to sign the bond and the power of attorney. 6 If so stated in the Contract Provisions, Bidder must use the bond form included in the Contract 7 Provisions. 8 9 If so stated in the Contract Provisions, cash will not be accepted for a Bid deposit. 10 11 1-02.9 Delivery of Proposal 12 (October 1, 2020 APWA GSP, Option A) 13 14 Delete this section and replace it with the following: 15 16 Each Proposal shall be submitted in a sealed envelope, with the Project Name and Project Number 17 as stated in the Call for Bids clearly marked on the outside of the envelope, or as otherwise 18 required in the Bid Documents, to ensure proper handling and delivery. 19 20 To be considered responsive on a FHWA-funded project, the Bidder may be required to submit the 21 following items, as required by Section 1-02.6: 22 23  DBE Written Confirmation Document from each DBE firm listed on the Bidder's completed 24 DBE Utilization Certification (WSDOT 272-056) 25  Good Faith Effort (GFE) Documentation 26  DBE Bid Item Breakdown (WSDOT 272-054) 27  DBE Trucking Credit Form (WSDOT 272-058) 28 29 These documents, if applicable, shall be received either with the Bid Proposal or as a supplement 30 to the Bid. These documents shall be received no later than 48 hours (not including Saturdays, 31 Sundays and Holidays) after the time for delivery of the Bid Proposal. 32 33 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 34 envelope labeled the same as for the Proposal, with "Supplemental Information" added. All other 35 information required to be submitted with the Bid Proposal must be submitted with the Bid 36 Proposal itself, at the time stated in the Call for Bids. 37 38 Proposals that are received as required will be publicly opened and read as specified in Section 1-39 02.12. The Contracting Agency will not open or consider any Bid Proposal that is received after the 40 time specified in the Call for Bids for receipt of Bid Proposals, or received in a location other than 41 that specified in the Call for Bids. The Contracting Agency will not open or consider any 42 "Supplemental Information" (DBE confirmations, or GFE documentation) that is received after the 43 time specified above, or received in a location other than that specified in the Call for Bids. 44 45 If an emergency or unanticipated event interrupts normal work processes of the Contracting 46 Agency so that Proposals cannot be received at the office designated for receipt of bids as 47 3/23/2021 SP-8 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx specified in Section 1-02.12 the time specified for receipt of the Proposal will be deemed to be 1 extended to the same time of day specified in the solicitation on the first work day on which the 2 normal work processes of the Contracting Agency resume. 3 4 Supplement this section with the following: 5 6 (******) 7 Bidders may obtain bid documents, including plans and specifications, at the City of Pasco’s Plan 8 Room, beginning Tuesday, January 5, 2021. Bidders may obtain digital files at no cost. Printed 9 documents are available, at bidders' expense, by choosing the "Order" option. 10 11 In an effort to provide proper social distancing to Contractors and City Staff, the City of Pasco is 12 providing an option to submit bids for the project through an online bidding process. The bidding 13 may be done through City of Pasco's Plan Room secure network/platform: 14 https://www.cityofpascoplanroom.com/jobs/public. 15 16 Sealed Bids shall be submitted electronically via the City of Pasco’s Plan Room and shall be 17 accepted up to the hour of 2:00 PM on Tuesday, April 20, 2021. The Contractor will not be 18 charged a fee to submit a bid. 19 20 Bids will be publicly opened and read aloud, via live stream webinar at the subsequent time of 21 2:00 PM on Tuesday, April 20, 2021. To participate in the public webinar meeting from a computer, 22 tablet, or smartphone, please use the following information: 23 24 https://global.gotomeeting.com/join/945923845; OR, via telephone, 25 United States +1 (312) 757-3121, Access Code: 945-923-845 26 27 1-02.10 Withdrawing, Revising, or Supplementing Proposal 28 (July 23, 2015 APWA GSP) 29 30 Delete this section, and replace it with the following: 31 32 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may withdraw, 33 revise, or supplement it if: 34 35 1. The Bidder submits a written request signed by an authorized person and physically 36 delivers it to the place designated for receipt of Bid Proposals, and 37 2. The Contracting Agency receives the request before the time set for receipt of Bid 38 Proposals, and 39 3. The revised or supplemented Bid Proposal (if any) is received by the Contracting Agency 40 before the time set for receipt of Bid Proposals. 41 42 If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received before the 43 time set for receipt of Bid Proposals, the Contracting Agency will return the unopened Proposal 44 package to the Bidder. The Bidder must then submit the revised or supplemented package in its 45 entirety. If the Bidder does not submit a revised or supplemented package, then its bid shall be 46 considered withdrawn. 47 48 3/23/2021 SP-9 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Late revised or supplemented Bid Proposals or late withdrawal requests will be date recorded by 1 the Contracting Agency and returned unopened. Mailed, emailed, or faxed requests to withdraw, 2 revise, or supplement a Bid Proposal are not acceptable. 3 4 1-02.13 Irregular Proposals 5 (October 1, 2020 APWA GSP) 6 7 Delete this section and replace it with the following: 8 9 1. A Proposal will be considered irregular and will be rejected if: 10 a. The Bidder is not prequalified when so required; 11 b. The authorized Proposal form furnished by the Contracting Agency is not used or is 12 altered; 13 c. The completed Proposal form contains any unauthorized additions, deletions, 14 alternate Bids, or conditions; 15 d. The Bidder adds provisions reserving the right to reject or accept the award, or enter 16 into the Contract; 17 e. A price per unit cannot be determined from the Bid Proposal; 18 f. The Proposal form is not properly executed; 19 g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as 20 required in Section 1-02.6; 21 h. The Bidder fails to submit or properly complete a Disadvantaged Business Enterprise 22 Certification, if applicable, as required in Section 1-02.6; 23 i. The Bidder fails to submit written confirmation from each DBE firm listed on the 24 Bidder's completed DBE Utilization Certification that they are in agreement with the 25 bidder's DBE participation commitment, if applicable, as required in Section 1-02.6, or 26 if the written confirmation that is submitted fails to meet the requirements of the 27 Special Provisions; 28 j The Bidder fails to submit DBE Good Faith Effort documentation, if applicable, as 29 required in Section 1-02.6, or if the documentation that is submitted fails to 30 demonstrate that a Good Faith Effort to meet the Condition of Award was made; 31 k. The Bidder fails to submit a DBE Bid Item Breakdown form, if applicable, as required in 32 Section 1-02.6, or if the documentation that is submitted fails to meet the 33 requirements of the Special Provisions; 34 l. The Bidder fails to submit DBE Trucking Credit Forms, if applicable, as required in 35 Section 1-02.6, or if the documentation that is submitted fails to meet the 36 requirements of the Special Provisions; 37 m. The Bid Proposal does not constitute a definite and unqualified offer to meet the 38 material terms of the Bid invitation; or 39 n. More than one Proposal is submitted for the same project from a Bidder under the 40 same or different names. 41 42 2. A Proposal may be considered irregular and may be rejected if: 43 a. The Proposal does not include a unit price for every Bid item; 44 b. Any of the unit prices are excessively unbalanced (either above or below the amount 45 of a reasonable Bid) to the potential detriment of the Contracting Agency; 46 c. Receipt of Addenda is not acknowledged; 47 3/23/2021 SP-10 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx d. A member of a joint venture or partnership and the joint venture or partnership 1 submit Proposals for the same project (in such an instance, both Bids may be 2 rejected); or 3 e. If Proposal form entries are not made in ink. 4 5 1-02.14 Disqualification of Bidders 6 (May 17, 2018 APWA GSP, Option B) 7 8 Delete this section and replace it with the following: 9 10 A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 11 responsibility criteria in RCW 39.04.350(1), as amended; or does not meet Supplemental Criteria 12 1-7 listed in this Section. 13 14 The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibility 15 criteria in RCW 39.04.350(1), and Supplemental Criteria 1-2. Evidence that the Bidder meets 16 Supplemental Criteria 3-7 shall be provided by the Bidder as stated later in this Section. 17 18 1. Delinquent State Taxes 19 20 A Criterion: The Bidder shall not owe delinquent taxes to the Washington State 21 Department of Revenue without a payment plan approved by the Department of 22 Revenue. 23 24 B. Documentation: The Bidder, if and when required as detailed below, shall sign a 25 statement (on a form to be provided by the Contracting Agency) that the Bidder does 26 not owe delinquent taxes to the Washington State Department of Revenue, or if 27 delinquent taxes are owed to the Washington State Department of Revenue, the 28 Bidder must submit a written payment plan approved by the Department of Revenue, 29 to the Contracting Agency by the deadline listed below. 30 31 2. Federal Debarment 32 33 A Criterion: The Bidder shall not currently be debarred or suspended by the Federal 34 government. 35 36 B. Documentation: The Bidder shall not be listed as having an "active exclusion" on the 37 U.S. government's "System for Award Management" database (www.sam.gov). 38 39 3. Subcontractor Responsibility 40 41 A Criterion: The Bidder's standard subcontract form shall include the subcontractor 42 responsibility language required by RCW 39.06.020, and the Bidder shall have an 43 established procedure which it utilizes to validate the responsibility of each of its 44 subcontractors. The Bidder's subcontract form shall also include a requirement that 45 each of its subcontractors shall have and document a similar procedure to determine 46 whether the sub-tier subcontractors with whom it contracts are also "responsible" 47 subcontractors as defined by RCW 39.06.020. 48 3/23/2021 SP-11 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx B. Documentation: The Bidder, if and when required as detailed below, shall submit a 1 copy of its standard subcontract form for review by the Contracting Agency, and a 2 written description of its procedure for validating the responsibility of subcontractors 3 with which it contracts. 4 4. Claims Against Retainage and Bonds 5 6 A Criterion: The Bidder shall not have a record of excessive claims filed against the 7 retainage or payment bonds for public works projects in the three years prior to the 8 bid submittal date, that demonstrate a lack of effective management by the Bidder of 9 making timely and appropriate payments to its subcontractors, suppliers, and workers, 10 unless there are extenuating circumstances and such circumstances are deemed 11 acceptable to the Contracting Agency. 12 13 B. Documentation: The Bidder, if and when required as detailed below, shall submit a list 14 of the public works projects completed in the three years prior to the bid submittal 15 date that have had claims against retainage and bonds and include for each project 16 the following information: 17 18 • Name of project 19 • The owner and contact information for the owner; 20 • A list of claims filed against the retainage and/or payment bond for any of the 21 projects listed; 22 • A written explanation of the circumstances surrounding each claim and the 23 ultimate resolution of the claim. 24 25 5. Public Bidding Crime 26 27 A Criterion: The Bidder and/or its owners shall not have been convicted of a crime 28 involving bidding on a public works contract in the five years prior to the bid submittal 29 date. 30 31 B. Documentation: The Bidder, if and when required as detailed below, shall sign a 32 statement (on a form to be provided by the Contracting Agency) that the Bidder 33 and/or its owners have not been convicted of a crime involving bidding on a public 34 works contract. 35 36 6. Termination for Cause / Termination for Default 37 38 A Criterion: The Bidder shall not have had any public works contract terminated for 39 cause or terminated for default by a government agency in the five years prior to the 40 bid submittal date, unless there are extenuating circumstances and such 41 circumstances are deemed acceptable to the Contracting Agency. 42 43 B. Documentation: The Bidder, if and when required as detailed below, shall sign a 44 statement (on a form to be provided by the Contracting Agency) that the Bidder has 45 not had any public works contract terminated for cause or terminated for default by a 46 government agency in the five years prior to the bid submittal date; or if Bidder was 47 terminated, describe the circumstances. 48 3/23/2021 SP-12 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 7. Lawsuits 1 2 A Criterion: The Bidder shall not have lawsuits with judgments entered against the 3 Bidder in the five years prior to the bid submittal date that demonstrate a pattern of 4 failing to meet the terms of contracts, unless there are extenuating circumstances and 5 such circumstances are deemed acceptable to the Contracting Agency 6 7 B. Documentation: The Bidder, if and when required as detailed below, shall sign a 8 statement (on a form to be provided by the Contracting Agency) that the Bidder has 9 not had any lawsuits with judgments entered against the Bidder in the five years prior 10 to the bid submittal date that demonstrate a pattern of failing to meet the terms of 11 contracts, or shall submit a list of all lawsuits with judgments entered against the 12 Bidder in the five years prior to the bid submittal date, along with a written 13 explanation of the circumstances surrounding each such lawsuit. The Contracting 14 Agency shall evaluate these explanations to determine whether the lawsuits 15 demonstrate a pattern of failing to meet of terms of construction related contracts 16 17 As evidence that the Bidder meets the Supplemental Criteria stated above, the apparent low 18 Bidder must submit to the Contracting Agency by 12:00 P.M. (noon) of the second business day 19 following the bid submittal deadline, a written statement verifying that the Bidder meets the 20 supplemental criteria together with supporting documentation (sufficient in the sole judgment 21 of the Contracting Agency) demonstrating compliance with the Supplemental Criteria. The 22 Contracting Agency reserves the right to request further documentation as needed from the low 23 Bidder and documentation from other Bidders as well to assess Bidder responsibility and 24 compliance with all bidder responsibility criteria. The Contracting Agency also reserves the right 25 to obtain information from third-parties and independent sources of information concerning a 26 Bidder's compliance with the mandatory and supplemental criteria, and to use that information 27 in their evaluation. The Contracting Agency may consider mitigating factors in determining 28 whether the Bidder complies with the requirements of the supplemental criteria. 29 30 The basis for evaluation of Bidder compliance with these mandatory and supplemental criteria 31 shall include any documents or facts obtained by Contracting Agency (whether from the Bidder 32 or third parties) including but not limited to: (i) financial, historical, or operational data from the 33 Bidder; (ii) information obtained directly by the Contracting Agency from others for whom the 34 Bidder has worked, or other public agencies or private enterprises; and (iii) any additional 35 information obtained by the Contracting Agency which is believed to be relevant to the matter. 36 37 If the Contracting Agency determines the Bidder does not meet the bidder responsibility criteria 38 above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in 39 writing, with the reasons for its determination. If the Bidder disagrees with this determination, 40 it may appeal the determination within two (2) business days of the Contracting Agency's 41 determination by presenting its appeal and any additional information to the Contracting 42 Agency. The Contracting Agency will consider the appeal and any additional information before 43 issuing its final determination. If the final determination affirms that the Bidder is not 44 responsible, the Contracting Agency will not execute a contract with any other Bidder until at 45 least two business days after the Bidder determined to be not responsible has received the 46 Contracting Agency's final determination. 47 48 3/23/2021 SP-13 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Request to Change Supplemental Bidder Responsibility Criteria Prior To Bid: Bidders with 1 concerns about the relevancy or restrictiveness of the Supplemental Bidder Responsibility 2 Criteria may make or submit requests to the Contracting Agency to modify the criteria. Such 3 requests shall be in writing, describe the nature of the concerns, and propose specific 4 modifications to the criteria. Bidders shall submit such requests to the Contracting Agency no 5 later than five (5) business days prior to the bid submittal deadline and address the request to 6 the Project Engineer or such other person designated by the Contracting Agency in the Bid 7 Documents. 8 9 1-02.15 Pre Award Information 10 (August 14, 2013 APWA GSP) 11 12 Revise this section to read: 13 14 Before awarding any contract, the Contracting Agency may require one or more of these items or 15 actions of the apparent lowest responsible Bidder: 16 17 1. A complete statement of the origin, composition, and manufacture of any or all materials 18 to be used, 19 20 2. Samples of these materials for quality and fitness tests, 21 22 3. A progress schedule (in a form the Contracting Agency requires) showing the order of and 23 time required for the various phases of the work, 24 25 4. A breakdown of costs assigned to any Bid item, 26 27 5. Attendance at a conference with the Engineer or representatives of the Engineer, 28 29 6. Obtain, and furnish a copy of, a business license to do business in the city or county where 30 the work is located. 31 32 7. Any other information or action taken that is deemed necessary to ensure that the Bidder 33 is the lowest responsible Bidder. 34 35 1-03 AWARD AND EXECUTION OF CONTRACT 36 37 1-03.1 Consideration of Bids 38 (January 23, 2006 APWA GSP) 39 40 Revise the first paragraph to read: 41 42 After opening and reading proposals, the Contracting Agency will check them for correctness of 43 extensions of the prices per unit and the total price. If a discrepancy exists between the price per 44 unit and the extended amount of any Bid item, the price per unit will control. If a minimum Bid 45 amount has been established for any item and the Bidder's unit or lump sum price is less than the 46 minimum specified amount, the Contracting Agency will unilaterally revise the unit or lump sum 47 price, to the minimum specified amount and recalculate the extension. The total of extensions, 48 3/23/2021 SP-14 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx corrected where necessary, including sales taxes where applicable and such additives and/or 1 alternates as selected by the Contracting Agency, will be used by the Contracting Agency for award 2 purposes and to fix the Awarded Contract Price amount and the amount of the contract bond. 3 4 1-03.3 Execution of Contract 5 (October 1, 2005 APWA GSP) 6 7 Revise this section to read: 8 9 Copies of the Contract Provisions, including the unsigned Form of Contract, will be available for 10 signature by the successful Bidder on the first business day following award. The number of copies 11 to be executed by the Contractor will be determined by the Contracting Agency. 12 13 Within 10 calendar days after the award date, the successful Bidder shall return the signed 14 Contracting Agency-prepared contract, an insurance certification as required by Section 1-07.18, 15 and a satisfactory bond as required by law and Section 1-03.4. Before execution of the contract by 16 the Contracting Agency, the successful Bidder shall provide any pre-award information the 17 Contracting Agency may require under Section 1-02.15. 18 19 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency 20 nor shall any work begin within the project limits or within Contracting Agency-furnished sites. 21 The Contractor shall bear all risks for any work begun outside such areas and for any materials 22 ordered before the contract is executed by the Contracting Agency. 23 24 If the Bidder experiences circumstances beyond their control that prevents return of the contract 25 documents within the calendar days after the award date stated above, the Contracting Agency 26 may grant up to a maximum of 10 additional calendar days for return of the documents, provided 27 the Contracting Agency deems the circumstances warrant it. 28 29 1-03.4 Contract Bond 30 (July 23, 2015 APWA GSP) 31 32 Delete the first paragraph and replace it with the following: 33 34 The successful Bidder shall provide executed payment and performance bond(s) for the full 35 contract amount. The bond may be a combined payment and performance bond; or be separate 36 payment and performance bonds. In the case of separate payment and performance bonds, each 37 shall be for the full contract amount. The bond(s) shall: 38 1. Be on Contracting Agency-furnished form(s); 39 2. Be signed by an approved surety (or sureties) that: 40 a. Is registered with the Washington State Insurance Commissioner, and 41 b. Appears on the current Authorized Insurance List in the State of Washington 42 published by the Office of the Insurance Commissioner, 43 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 44 conditions under the Contract, including but not limited to the duty and obligation to 45 indemnify, defend, and protect the Contracting Agency against all losses and claims 46 related directly or indirectly from any failure: 47 3/23/2021 SP-15 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx a. Of the Contractor (or any of the employees, subcontractors, or lower tier 1 subcontractors of the Contractor) to faithfully perform and comply with all 2 contract obligations, conditions, and duties, or 3 b. Of the Contractor (or the subcontractors or lower tier subcontractors of the 4 Contractor) to pay all laborers, mechanics, subcontractors, lower tier 5 subcontractors, material person, or any other person who provides supplies or 6 provisions for carrying out the work; 7 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 8 project under titles 50, 51, and 82 RCW; and 9 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the 10 bond; and 11 6. Be signed by an officer of the Contractor empowered to sign official statements (sole 12 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed by 13 the president or vice president, unless accompanied by written proof of the authority of 14 the individual signing the bond(s) to bind the corporation (i.e., corporate resolution, 15 power of attorney, or a letter to such effect signed by the president or vice president). 16 17 1-04 SCOPE OF WORK 18 19 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and 20 Addenda 21 (December 10, 2020 APWA GSP) 22 23 Revise the second paragraph to read: 24 25 Any inconsistency in the parts of the contract shall be resolved by following this order of 26 precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 27 1. Addenda, 28 2. Proposal Form, 29 3. Special Provisions, 30 4. Contract Plans, 31 5. Standard Specifications, 32 6. Contracting Agency’s Standard Plans or Details (if any), and 33 7. WSDOT Standard Plans for Road, Bridge, and Municipal Construction. 34 35 1-05 CONTROL OF WORK 36 37 1-05.7 Removal of Defective and Unauthorized Work 38 (October 1, 2005 APWA GSP) 39 40 Supplement this section with the following: 41 42 If the Contractor fails to remedy defective or unauthorized work within the time specified in a 43 written notice from the Engineer, or fails to perform any part of the work required by the Contract 44 Documents, the Engineer may correct and remedy such work as may be identified in the written 45 3/23/2021 SP-16 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx notice, with Contracting Agency forces or by such other means as the Contracting Agency may 1 deem necessary. 2 3 If the Contractor fails to comply with a written order to remedy what the Engineer determines to 4 be an emergency situation, the Engineer may have the defective and unauthorized work corrected 5 immediately, have the rejected work removed and replaced, or have work the Contractor refuses 6 to perform completed by using Contracting Agency or other forces. An emergency situation is any 7 situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, 8 or might cause serious risk of loss or damage to the public. 9 10 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 11 remedying defective or unauthorized work, or work the Contractor failed or refused to perform, 12 shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to 13 become due, the Contractor. Such direct and indirect costs shall include in particular, but without 14 limitation, compensation for additional professional services required, and costs for repair and 15 replacement of work of others destroyed or damaged by correction, removal, or replacement of 16 the Contractor's unauthorized work. 17 18 No adjustment in contract time or compensation will be allowed because of the delay in the 19 performance of the work attributable to the exercise of the Contracting Agency's rights provided 20 by this Section. 21 22 The rights exercised under the provisions of this section shall not diminish the Contracting 23 Agency's right to pursue any other avenue for additional remedy or damages with respect to the 24 Contractor's failure to perform the work as required. 25 26 1-05.11 Final Inspection 27 28 Delete this section and replace it with the following: 29 30 1-05.11 Final Inspections and Operational Testing 31 (October 1, 2005 APWA GSP) 32 33 1-05.11(1) Substantial Completion Date 34 35 When the Contractor considers the work to be substantially complete, the Contractor shall so 36 notify the Engineer and request the Engineer establish the Substantial Completion Date. The 37 Contractor's request shall list the specific items of work that remain to be completed in order to 38 reach physical completion. The Engineer will schedule an inspection of the work with the 39 Contractor to determine the status of completion. The Engineer may also establish the Substantial 40 Completion Date unilaterally. 41 42 If, after this inspection, the Engineer concurs with the Contractor that the work is substantially 43 complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set 44 the Substantial Completion Date. If, after this inspection the Engineer does not consider the work 45 substantially complete and ready for its intended use, the Engineer will, by written notice, so 46 notify the Contractor giving the reasons therefor. 47 48 3/23/2021 SP-17 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Upon receipt of written notice concurring in or denying substantial completion, whichever is 1 applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 2 interruption, the work necessary to reach Substantial and Physical Completion. The Contractor 3 shall provide the Engineer with a revised schedule indicating when the Contractor expects to 4 reach substantial and physical completion of the work. 5 6 The above process shall be repeated until the Engineer establishes the Substantial Completion 7 Date and the Contractor considers the work physically complete and ready for final inspection. 8 9 1-05.11(2) Final Inspection and Physical Completion Date 10 11 When the Contractor considers the work physically complete and ready for final inspection, the 12 Contractor by written notice, shall request the Engineer to schedule a final inspection. The 13 Engineer will set a date for final inspection. The Engineer and the Contractor will then make a final 14 inspection and the Engineer will notify the Contractor in writing of all particulars in which the final 15 inspection reveals the work incomplete or unacceptable. The Contractor shall immediately take 16 such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall 17 be pursued vigorously, diligently, and without interruption until physical completion of the listed 18 deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have 19 been corrected. 20 21 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the written 22 notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take 23 whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. 24 25 The Contractor will not be allowed an extension of contract time because of a delay in the 26 performance of the work attributable to the exercise of the Engineer's right hereunder. 27 28 Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting 29 Agency, in writing, of the date upon which the work was considered physically complete. That date 30 shall constitute the Physical Completion Date of the contract, but shall not imply acceptance of the 31 work or that all the obligations of the Contractor under the contract have been fulfilled. 32 33 1-05.11(3) Operational Testing 34 35 It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and 36 operable system. Therefore when the work involves the installation of machinery or other 37 mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; 38 buildings; or other similar work it may be desirable for the Engineer to have the Contractor 39 operate and test the work for a period of time after final inspection but prior to the physical 40 completion date. Whenever items of work are listed in the Contract Provisions for operational 41 testing they shall be fully tested under operating conditions for the time period specified to 42 ensure their acceptability prior to the Physical Completion Date. During and following the test 43 period, the Contractor shall correct any items of workmanship, materials, or equipment which 44 prove faulty, or that are not in first class operating condition. Equipment, electrical controls, 45 meters, or other devices and equipment to be tested during this period shall be tested under the 46 observation of the Engineer, so that the Engineer may determine their suitability for the purpose 47 3/23/2021 SP-18 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx for which they were installed. The Physical Completion Date cannot be established until testing 1 and corrections have been completed to the satisfaction of the Engineer. 2 3 The costs for power, gas, labor, material, supplies, and everything else needed to successfully 4 complete operational testing, shall be included in the unit contract prices related to the system 5 being tested, unless specifically set forth otherwise in the proposal. 6 7 Operational and test periods, when required by the Engineer, shall not affect a manufacturer's 8 guaranties or warranties furnished under the terms of the contract. 9 10 1-05.13 Superintendents, Labor and Equipment of Contractor 11 (August 14, 2013 APWA GSP) 12 13 Delete the sixth and seventh paragraphs of this section. 14 15 1-05.15 Method of Serving Notices 16 (March 25, 2009 APWA GSP) 17 Revise the second paragraph to read: 18 19 All correspondence from the Contractor shall be directed to the Project Engineer. All 20 correspondence from the Contractor constituting any notification, notice of protest, notice of 21 dispute, or other correspondence constituting notification required to be furnished under the 22 Contract, must be in paper format, hand delivered or sent via mail delivery service to the Project 23 Engineer's office. Electronic copies such as e-mails or electronically delivered copies of 24 correspondence will not constitute such notice and will not comply with the requirements of the 25 Contract. 26 27 Add the following new section: 28 29 1-05.18 Record Drawings 30 (March 8, 2013 APWA GSP) 31 32 The Contractor shall maintain one set of full size plans for Record Drawings, updated with clear 33 and accurate red-lined field revisions on a daily basis, and within 2 business days after receipt of 34 information that a change in Work has occurred. The Contractor shall not conceal any work until 35 the required information is recorded. 36 37 This Record Drawing set shall be used for this purpose alone, shall be kept separate from other 38 Plan sheets, and shall be clearly marked as Record Drawings. These Record Drawings shall be kept 39 on site at the Contractor’s field office, and shall be available for review by the Contracting Agency 40 at all times. The Contractor shall bring the Record Drawings to each progress meeting for review. 41 42 The preparation and upkeep of the Record Drawings is to be the assigned responsibility of a single, 43 experienced, and qualified individual. The quality of the Record Drawings, in terms of accuracy, 44 clarity, and completeness, is to be adequate to allow the Contracting Agency to modify the 45 computer-aided drafting (CAD) Contract Drawings to produce a complete set of Record Drawings 46 for the Contracting Agency without further investigative effort by the Contracting Agency. 47 3/23/2021 SP-19 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx The Record Drawing markups shall document all changes in the Work, both concealed and visible. 1 Items that must be shown on the markups include but are not limited to: 2 3  Actual dimensions, arrangement, and materials used when different than shown in the 4 Plans. 5  Changes made by Change Order or Field Order. 6  Changes made by the Contractor. 7  Accurate locations of storm sewer, sanitary sewer, water mains and other water 8 appurtenances, structures, conduits, light standards, vaults, width of roadways, sidewalks, 9 landscaping areas, building footprints, channelization and pavement markings, etc. Include 10 pipe invert elevations, top of castings (manholes, inlets, etc.). 11 12 If the Contract calls for the Contracting Agency to do all surveying and staking, the Contracting 13 Agency will provide the elevations at the tolerances the Contracting Agency requires for the 14 Record Drawings. 15 16 When the Contract calls for the Contractor to do the surveying/staking, the applicable tolerance 17 limits include, but are not limited to the following: 18 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 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 19 Making Entries on the Record Drawings: 20 21  Use erasable colored pencil (not ink) for all markings on the Record Drawings, conforming 22 to the following color code: 23  Additions - Red 24  Deletions - Green 25  Comments - Blue 26  Dimensions - Graphite 27  Provide the applicable reference for all entries, such as the change order number, the 28 request for information (RFI) number, or the approved shop drawing number. 29  Date all entries. 30  Clearly identify all items in the entry with notes similar to those in the Contract Drawings 31 (such as pipe symbols, centerline elevations, materials, pipe joint abbreviations, etc.). 32 33 The Contractor shall certify on the Record Drawings that said drawings are an accurate depiction 34 of built conditions, and in conformance with the requirements detailed above. The Contractor 35 shall submit final Record Drawings to the Contracting Agency. Contracting Agency acceptance of 36 the Record Drawings is one of the requirements for achieving Physical Completion. 37 3/23/2021 SP-20 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Payment will be made for the following bid item: 1 2 Record Drawings (Minimum Bid $ 3,000) Lump Sum $ 3,000.00 3 Payment for this item will be made on a prorated monthly basis for work completed in accordance 4 with this section up to 75% of the lump sum bid. The final 25% of the lump sum item will be paid 5 upon submittal and approval of the completed Record Drawings set prepared in conformance 6 with these Special Provisions. 7 8 A minimum bid amount has been entered in the Bid Proposal for this item. The Contractor must 9 bid at least that amount. 10 11 1-06 CONTROL OF MATERIAL 12 13 Section 1-06 is supplemented with the following: 14 15 Buy America 16 (August 6, 2012) 17 In accordance with Buy America requirements contained in 23 CFR 635.410, the major quantities 18 of steel and iron construction material that is permanently incorporated into the project shall 19 consist of American-made materials only. Buy America does not apply to temporary steel items, 20 e.g., temporary sheet piling, temporary bridges, steel scaffolding and falsework. 21 22 Minor amounts of foreign steel and iron may be utilized in this project provided the cost of the 23 foreign material used does not exceed one-tenth of one percent of the total contract cost or 24 $2,500.00, whichever is greater. 25 26 American-made material is defined as material having all manufacturing processes occurring 27 domestically. To further define the coverage, a domestic product is a manufactured steel material 28 that was produced in one of the 50 States, the District of Columbia, Puerto Rico, or in the 29 territories and possessions of the United States. 30 31 If domestically produced steel billets or iron ingots are exported outside of the area of coverage, 32 as defined above, for any manufacturing process then the resulting product does not conform to 33 the Buy America requirements. Additionally, products manufactured domestically from foreign 34 source steel billets or iron ingots do not conform to the Buy America requirements because the 35 initial melting and mixing of alloys to create the material occurred in a foreign country. 36 37 Manufacturing begins with the initial melting and mixing, and continues through the coating 38 stage. Any process which modifies the chemical content, the physical size or shape, or the final 39 finish is considered a manufacturing process. The processes include rolling, extruding, machining, 40 bending, grinding, drilling, welding, and coating. The action of applying a coating to steel or iron is 41 deemed a manufacturing process. Coating includes epoxy coating, galvanizing, aluminizing, 42 painting, and any other coating that protects or enhances the value of steel or iron. Any process 43 from the original reduction from ore to the finished product constitutes a manufacturing process 44 for iron. 45 46 3/23/2021 SP-21 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Due to a nationwide waiver, Buy America does not apply to raw materials (iron ore and alloys), 1 scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore. 2 The following are considered to be steel manufacturing processes: 3 4 1. Production of steel by any of the following processes: 5 6 a. Open hearth furnace. 7 8 b. Basic oxygen. 9 10 c. Electric furnace. 11 12 d. Direct reduction. 13 14 2. Rolling, heat treating, and any other similar processing. 15 16 3. Fabrication of the products. 17 18 a. Spinning wire into cable or strand. 19 20 b. Corrugating and rolling into culverts. 21 22 c. Shop fabrication. 23 24 A certification of materials origin will be required for any items comprised of, or containing, steel 25 or iron construction materials prior to such items being incorporated into the permanent work. 26 The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form 27 the Contractor chooses, provided it contains the same information as DOT Form 350-109EF. 28 29 1-06.6 Recycled Materials 30 (January 4, 2016 APWA GSP) 31 32 Delete this section, including its subsections, and replace it with the following: 33 34 The Contractor shall make their best effort to utilize recycled materials in the construction of the 35 project. Approval of such material use shall be as detailed elsewhere in the Standard 36 Specifications. 37 38 Prior to Physical Completion the Contractor shall report the quantity of recycled materials that 39 were utilized in the construction of the project for each of the items listed in Section 9-03.21. The 40 report shall include hot mix asphalt, recycled concrete aggregate, recycled glass, steel furnace slag 41 and other recycled materials (e.g. utilization of on-site material and aggregates from concrete 42 returned to the supplier). The Contractor's report shall be provided on DOT form 350-075 43 Recycled Materials Reporting. 44 45 46 3/23/2021 SP-22 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 2 1-07.1 Laws to be Observed 3 (October 1, 2005 APWA GSP) 4 5 Supplement this section with the following: 6 7 In cases of conflict between different safety regulations, the more stringent regulation shall apply. 8 9 The Washington State Department of Labor and Industries shall be the sole and paramount 10 administrative agency responsible for the administration of the provisions of the Washington 11 Industrial Safety and Health Act of 1973 (WISHA). 12 13 The Contractor shall maintain at the project site office, or other well known place at the project 14 site, all articles necessary for providing first aid to the injured. The Contractor shall establish, 15 publish, and make known to all employees, procedures for ensuring immediate removal to a 16 hospital, or doctor's care, persons, including employees, who may have been injured on the 17 project site. Employees should not be permitted to work on the project site before the Contractor 18 has established and made known procedures for removal of injured persons to a hospital or a 19 doctor's care. 20 21 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the 22 Contractor's plant, appliances, and methods, and for any damage or injury resulting from their 23 failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely 24 responsible for the conditions of the project site, including safety for all persons and property in 25 the performance of the work. This requirement shall apply continuously, and not be limited to 26 normal working hours. The required or implied duty of the Engineer to conduct construction 27 review of the Contractor's performance does not, and shall not, be intended to include review and 28 adequacy of the Contractor's safety measures in, on, or near the project site. 29 30 Section 1-07.1 is supplemented with the following: 31 32 (May 13, 2020) 33 In response to COVID-19, the Contractor shall prepare a project specific COVID-19 health and 34 safety plan (CHSP) in conformance with Section 1-07.4(2) as supplemented in these specifications, 35 COVID-19 Health and Safety Plan (CHSP). 36 37 1-07.2 State Taxes 38 39 Delete this section, including its sub-sections, in its entirety and replace it with the following: 40 41 1-07.2 State Sales Tax 42 (June 27, 2011 APWA GSP) 43 44 The Washington State Department of Revenue has issued special rules on the State sales tax. 45 Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor should 46 contact the Washington State Department of Revenue for answers to questions in this area. The 47 3/23/2021 SP-23 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood 1 tax liability. 2 3 The Contractor shall include all Contractor-paid taxes in the unit Bid prices or other contract 4 amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) 5 describes this exception. 6 7 The Contracting Agency will pay the retained percentage (or release the Contract Bond if a 8 FHWA-funded Project) only if the Contractor has obtained from the Washington State Department 9 of Revenue a certificate showing that all contract-related taxes have been paid (RCW 60.28.051). 10 The Contracting Agency may deduct from its payments to the Contractor any amount the 11 Contractor may owe the Washington State Department of Revenue, whether the amount owed 12 relates to this contract or not. Any amount so deducted will be paid into the proper State fund. 13 14 1-07.2(1) State Sales Tax — Rule 171 15 16 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, 17 etc., which are owned by a municipal corporation, or political subdivision of the state, or by the 18 United States, and which are used primarily for foot or vehicular traffic. This includes storm or 19 combined sewer systems within and included as a part of the street or road drainage system and 20 power lines when such are part of the roadway lighting system. For work performed in such cases, 21 the Contractor shall include Washington State Retail Sales Taxes in the various unit Bid item 22 prices, or other contract amounts, including those that the Contractor pays on the purchase of the 23 materials, equipment, or supplies used or consumed in doing the work. 24 25 1-07.2(2) State Sales Tax — Rule 170 26 27 WAC 458-20-170, and its related rules, apply to the constructing and repairing of new or existing 28 buildings, or other structures, upon real property. This includes, but is not limited to, the 29 construction of streets, roads, highways, etc., owned by the state of Washington; water mains and 30 their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and 31 disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, 32 electrical power distribution lines, or other conduits or lines in or above streets or roads, unless 33 such power lines become a part of a street or road lighting system; and installing or attaching of 34 any article of tangible personal property in or to real property, whether or not such personal 35 property becomes a part of the realty by virtue of installation. 36 37 For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail 38 sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to 39 each payment to the Contractor. For this reason, the Contractor shall not include the retail sales 40 tax in the unit Bid item prices, or in any other contract amount subject to Rule 170, with the 41 following exception. 42 43 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a 44 subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable 45 supplies not integrated into the project. Such sales taxes shall be included in the unit Bid item 46 prices or in any other contract amount. 47 48 3/23/2021 SP-24 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-07.2(3) Services 1 2 The Contractor shall not collect retail sales tax from the Contracting Agency on any contract 3 wholly for professional or other services (as defined in Washington State Department of Revenue 4 Rules 138 and 244). 5 6 1-07.4 Sanitation 7 8 1-07.4(2) Health Hazards 9 10 Section 1-07.4(2) is supplemented with the following: 11 12 (May 13, 2020) 13 COVID-19 Health and Safety Plan (CHSP) 14 The Contractor shall prepare a project specific COVID-19 health and safety plan (CHSP). The CHSP 15 shall be prepared and submitted as a Type 2 Working Drawing prior to beginning physical Work. 16 The CHSP shall be based on the most current State and Federal requirements. If the State or 17 Federal requirements are revised, the CHSP shall be updated as necessary to conform to the 18 current requirements. 19 20 The Contractor shall update and resubmit the CHSP as the work progresses and new activities 21 appear on the look ahead schedule required under Section 1-08.3(2)D. If the conditions change 22 on the project, or a particular activity, the Contractor shall update and resubmit the CHSP. Work on 23 any activity shall cease if conditions prevent full compliance with the CHSP. 24 25 The CHSP shall address the health and safety of all people associated with the project including 26 State workers in the field, Contractor personnel, consultants, project staff, subcontractors, 27 suppliers and anyone on the project site, staging areas, or yards. 28 29 COVID-19 Health and Safety Plan (CHSP) Inspection 30 The Contractor shall grant full and unrestricted access to the Engineer for CHSP Inspections. The 31 Engineer (or designee) will conduct periodic compliance inspections on the project site, staging 32 areas, or yards to verify that any ongoing work activity is following the CHSP plan. If the Engineer 33 becomes aware of a noncompliance incident either through a site inspection or other means, the 34 Contractor will be notified immediately (within 1 hour). The Contractor shall immediately remedy 35 the noncompliance incident or suspend all or part of the associated work activity. The Contractor 36 shall satisfy the Engineer that the noncompliance incident has been corrected before the 37 suspension will end. 38 39 1-07.9 Wages 40 41 1-07.9(1) General 42 43 Section 1-07.9(1) is supplemented with the following: 44 45 (January 13, 2021) 46 The Federal wage rates incorporated in this contract have been established by the Secretary of 47 Labor under United States Department of Labor General Decision No. WA20210001. 48 3/23/2021 SP-25 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx The State rates incorporated in this contract are applicable to all construction activities associated 1 with this contract. 2 3 (April 2, 2007) 4 Application of Wage Rates for the Occupation of Landscape Construction 5 State prevailing wage rates for public works contracts are included in this contract and show a 6 separate listing for the occupation: 7 8 Landscape Construction, which includes several different occupation descriptions such as: 9 Irrigation and Landscape Plumbers, Irrigation and Landscape Power Equipment Operators, and 10 Landscaping or Planting Laborers. 11 12 In addition, federal wage rates that are included in this contract may also include occupation 13 descriptions in Federal Occupational groups for work also specifically identified with landscaping 14 such as: 15 16 Laborers with the occupation description, Landscaping or Planting, or 17 18 Power Equipment Operators with the occupation description, Mulch Seeding Operator. 19 20 If Federal wage rates include one or more rates specified as applicable to landscaping work, then 21 Federal wage rates for all occupation descriptions, specific or general, must be considered and 22 compared with corresponding State wage rates. The higher wage rate, either State or Federal, 23 becomes the minimum wage rate for the work performed in that occupation. 24 25 Contractors are responsible for determining the appropriate crafts necessary to perform the 26 contract work. If a classification considered necessary for performance of the work is missing 27 from the Federal Wage Determination applicable to the contract, the Contractor shall initiate a 28 request for approval of a proposed wage and benefit rate. The Contractor shall prepare and 29 submit Standard Form 1444, Request for Authorization of Additional Classification and Wage Rate 30 available at http://www.wdol.gov/docs/sf1444.pdf, and submit the completed form to the 31 Engineer's office. The presence of a classification wage on the Washington State Prevailing Wage 32 Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of 33 determining a federal classification wage rate. 34 35 1-07.9(5) Required Documents 36 (January 3, 2020 APWA GSP) 37 38 Delete this section and replace it with the following: 39 40 General 41 All "Statements of Intent to Pay Prevailing Wages", "Affidavits of Wages Paid" and Certified 42 Payrolls, including a signed Statement of Compliance for Federal-aid projects, shall be submitted to 43 the Engineer and the State L&I online Prevailing Wage Intent & Affidavit (PWIA) system. 44 45 46 47 48 3/23/2021 SP-26 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Intents and Affidavits 1 On forms provided by the Industrial Statistician of State L&I, the Contractor shall submit to the 2 Engineer the following for themselves and for each firm covered under RCW 39.12 that will or has 3 provided Work and materials for the Contract: 4 5 1. The approved "Statement of Intent to Pay Prevailing Wages" State L&I's form number 6 F700-029-000. The Contracting Agency will make no payment under this Contract until this 7 statement has been approved by State L&I and reviewed by the Engineer. 8 9 2. The approved "Affidavit of Prevailing Wages Paid", State L&I's form number F700-007-000. 10 The Contracting Agency will not grant Completion until all approved Affidavit of Wages 11 paid for the Contractor and all Subcontractors have been received by the Engineer. The 12 Contracting Agency will not release to the Contractor any funds retained under RCW 13 60.28.011 until "Affidavit of Prevailing Wages Paid" forms have been approved by State 14 L&I and all of the approved forms have been submitted to the Engineer for every firm that 15 worked on the Contract. 16 17 The Contractor is responsible for requesting these forms from State L&I and for paying any fees 18 required by State L&I. 19 20 Certified Payrolls 21 Certified payrolls are required to be submitted by the Contractor for themselves, all 22 Subcontractors and all lower tier subcontractors. The payrolls shall be submitted weekly on all 23 Federal-aid projects and no less than monthly on State funded projects. 24 25 Penalties for Noncompliance 26 The Contractor is advised, if these payrolls are not supplied within the prescribed deadlines, any or 27 all payments may be withheld until compliance is achieved. In addition, failure to provide these 28 payrolls may result in other sanctions as provided by State laws (RCW 39.12.050) and/or Federal 29 regulations (29 CFR 5.12). 30 31 1-07.11 Requirements for Nondiscrimination 32 (October 1, 2020 APWA GSP, Option A) 33 34 Supplement this section with the following: 35 36 Disadvantaged Business Enterprise Participation 37 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR Part 26 and USDOT’s official 38 interpretations (i.e., Questions & Answers) apply to this Contract. As such, the requirements of 39 this Contract are to make affirmative efforts to solicit DBEs, provide information on who 40 submitted a Bid or quote and to report DBE participation monthly as described elsewhere in 41 these Contract Provisions. No preference will be included in the evaluation of Bids/Proposals, no 42 minimum level of DBE participation shall be required as a Condition of Award and Bids/Proposals 43 may not be rejected or considered non-responsive on that basis. 44 45 DBE Abbreviations and Definitions 46 Broker – A business firm that provides a bona fide service, such as professional, 47 technical, consultant or managerial services and assistance in the procurement of 48 3/23/2021 SP-27 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx essential personnel, facilities, equipment, materials, or supplies required for the 1 performance of the Contract, or, persons/companies who arrange or expedite 2 transactions. 3 4 Certified Business Description – Specific descriptions of work the DBE is certified to 5 perform, as identified in the Certified Firm Directory, under the Vendor Information 6 page. 7 8 Certified Firm Directory – A database of all Minority, Women, and Disadvantaged 9 Business Enterprises. The on-line Directory is available to Contractors for their use in 10 identifying and soliciting interest from DBE firms. The database is located under the 11 Firm Certification section of the Diversity Management and Compliance System web 12 page at: https://omwbe.diversitycompliance.com. 13 14 Commercially Useful Function (CUF) 15 49 CFR 26.55(c)(1) defines commercially useful function as: “A DBE performs a 16 commercially useful function when it is responsible for execution of the work of the 17 contract and is carrying out its responsibilities by actually performing, managing, and 18 supervising the work involved. To perform a commercially useful function, the DBE must 19 also be responsible, with respect to materials and supplies used on the contract, for 20 negotiating price, determining quality and quantity, ordering the material, and 21 installing (where applicable) and paying for the material itself. To determine whether a 22 DBE is performing a commercially useful function, you must evaluate the amount of 23 work subcontracted, industry practices, whether the amount the firm is to be paid under 24 the contract is commensurate with the work it is actually performing and the DBE credit 25 claimed for its performance of the work, and other relevant factors.” 26 27 Contract – For this Special Provision only, this definition supplements Section 1-01.3. 49 28 CFR 26.5 defines contract as: “… a legally binding relationship obligating a seller to 29 furnish supplies or services (including, but not limited to, construction and professional 30 services) and the buyer to pay for them. For purposes of this part, a lease is considered 31 to be a contract.” 32 33 Disadvantaged Business Enterprise (DBE) – A business firm certified by the Washington 34 State Office of Minority and Women’s Business Enterprises, as meeting the criteria 35 outlined in 49 CFR 26 regarding DBE certification. 36 37 Force Account Work – Work measured and paid in accordance with Section 1-09.6. 38 39 Manufacturer (DBE) – A DBE firm that operates or maintains a factory or establishment 40 that produces on the premises the materials, supplies, articles, or equipment required 41 under the Contract. A DBE Manufacturer shall produce finished goods or products from 42 raw or unfinished material or purchase and substantially alters goods and materials to 43 make them suitable for construction use before reselling them. 44 45 Regular Dealer (DBE) – A DBE firm that owns, operates, or maintains a store, 46 warehouse, or other establishment in which the materials or supplies required for the 47 performance of a Contract are bought, kept in stock, and regularly sold to the public in 48 3/23/2021 SP-28 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx the usual course of business. To be a Regular Dealer, the DBE firm must be an 1 established regular business that engages in as its principal business and in its own 2 name the purchase and sale of the products in question. A Regular Dealer in such items 3 as steel, cement, gravel, stone, and petroleum products need not own, operate or 4 maintain a place of business if it both owns and operates distribution equipment for 5 the products. Any supplementing of regular dealers’ own distribution equipment shall 6 be by long-term formal lease agreements and not on an ad-hoc basis. Brokers, 7 packagers, manufacturers’ representatives, or other persons who arrange or expedite 8 transactions shall not be regarded as Regular Dealers within the meaning of this 9 definition. 10 11 DBE Goals 12 No DBE goals have been assigned as part of this Contract. 13 14 Affirmative Efforts to Solicit DBE Participation 15 The Contractor shall not discriminate on the grounds of race, color, sex, national origin, age, 16 or disability in the selection and retention of subcontractors, including procurement of 17 materials and leases of equipment. DBE firms shall have an equal opportunity to compete 18 for subcontracts in which the Contractor enters into pursuant to this Contract. 19 20 Contractors are encouraged to: 21 22 1. Advertise opportunities for Subcontractors or suppliers in a timely and reasonably 23 designed manner to provide notice of the opportunity to DBEs capable of 24 performing the Work. All advertisements should include a Contract Provision 25 encouraging participation by DBE firms. This may be accomplished through general 26 advertisements (e.g. newspapers, journals, etc.) or by soliciting Bids/Proposals 27 directly from DBEs. 28 29 2. Establish delivery schedules that encourage participation by DBEs and other small 30 businesses. 31 32 3. Participate with a DBE as a joint venture. 33 34 DBE Eligibility/Selection of DBEs for Reporting Purposes Only 35 Contractor may take credit for DBEs utilized on this Contract only if the firm is certified for 36 the Work being performed, and the firm performs a commercially useful function (CUF). 37 38 Absent a mandatory goal, all DBE participation that is attained on this project will be 39 considered as “race neutral” participation and shall be reported as such. 40 41 Crediting DBE Participation 42 All DBE Subcontractors shall be certified before the subcontract on which they are 43 participating is executed. 44 45 Be advised that although a firm is listed in the directory, there are cases where the listed 46 firm is in a temporary suspension status. The Contractor shall review the OMWBE 47 3/23/2021 SP-29 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Suspended DBE Firms list. A DBE firm that is included on this list may not enter into new 1 contracts that count towards participation. 2 3 DBE participation is only credited upon payment to the DBE. 4 5 The following are some definitions of what may be counted as DBE participation. 6 7 DBE Prime Contractor 8 Only take credit for that portion of the total dollar value of the Contract equal to the 9 distinct, clearly defined portion of the Work that the DBE Prime Contractor performs 10 with its own forces and is certified to perform. 11 12 DBE Subcontractor 13 Only take credit for that portion of the total dollar value of the subcontract equal to the 14 distinct, clearly defined portion of the Work that the DBE performs with its own forces. 15 The value of work performed by the DBE includes the cost of supplies and materials 16 purchased by the DBE and equipment leased by the DBE, for its work on the contract. 17 Supplies, materials or equipment obtained by a DBE that are not utilized or 18 incorporated in the contract work by the DBE will not be eligible for DBE credit. 19 20 The supplies, materials, and equipment purchased or leased from the Contractor or its 21 affiliate, including any Contractor’s resources available to DBE subcontractors at no 22 cost, shall not be credited. 23 24 DBE credit will not be given in instances where the equipment lease includes the 25 operator. The DBE is expected to operate the equipment used in the performance of its 26 work under the contract with its own forces. Situations where equipment is leased and 27 used by the DBE, but payment is deducted from the Contractor’s payment to the DBE is 28 not allowed. 29 30 If a DBE subcontracts a portion of the Work of its contract to another firm, the value of 31 the subcontracted Work may be credited only if the DBE’s Lower-Tier Subcontractor is 32 also a DBE. Work subcontracted to a non-DBE shall not be credited. 33 34 Count expenditures toward race/gender-neutral participation only if the DBE is 35 performing a CUF on the contract. 36 37 DBE Subcontract and Lower Tier Subcontract Documents 38 There must be a subcontract agreement that complies with 49 CFR Part 26 and fully 39 describes the distinct elements of Work committed to be performed by the DBE. The 40 subcontract agreement shall incorporate requirements of the primary Contract. 41 Subcontract agreements of all tiers, including lease agreements shall be readily 42 available at the project site for the Engineer review. 43 44 DBE Service Provider 45 The value of fees or commissions charged by a DBE Broker, a DBE behaving in a manner 46 of a Broker, or another service provider for providing a bona fide service, such as 47 professional, technical, consultant, managerial services, or for providing bonds or 48 3/23/2021 SP-30 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx insurance specifically required for the performance of the contract will only be credited 1 as DBE participation, if the fee/commission is determined by the Contracting Agency to 2 be reasonable and the firm has performed a CUF. 3 4 Temporary Traffic Control 5 If the DBE firm is being utilized in the capacity of only “Flagging”, the DBE firm must 6 provide a Traffic Control Supervisor (TCS) and flagger, which are under the direct control 7 of the DBE. The DBE firm shall also provide all flagging equipment (e.g. paddles, hard 8 hats, and vests). 9 10 If the DBE firm is being utilized in the capacity of “Traffic Control Services”, the DBE firm 11 must provide a TCS, flaggers, and traffic control items (e.g., cones, barrels, signs, etc.) 12 and be in total control of all items in implementing the traffic control for the project. In 13 addition, if the DBE firm utilizes the Contractor’s equipment, such as Transportable 14 Attenuators and Portable Changeable Message Signs (PCMS) no DBE credit can be taken 15 for supplying and operating the items. 16 17 Trucking 18 DBE trucking firm participation may only be credited as DBE participation for the value 19 of the hauling services, not for the materials being hauled unless the trucking firm is 20 also certified as a supplier. In situations where the DBE’s work is priced per ton, the 21 value of the hauling service must be calculated separately from the value of the 22 materials in order to determine DBE credit for hauling. 23 24 The DBE trucking firm must own and operate at least one licensed, insured and 25 operational truck on the contract. The truck must be of the type that is necessary to 26 perform the hauling duties required under the contract. The DBE receives credit for the 27 value of the transportation services it provides on the Contract using trucks it owns or 28 leases, licenses, insures, and operates with drivers it employs. 29 30 The DBE may lease additional trucks from another DBE firm. The Work that a DBE 31 trucking firm performs with trucks it leases from other certified DBE trucking firms 32 qualify for 100% DBE credit 33 34 The trucking Work subcontracted to any non-DBE trucking firm will not receive credit 35 for Work done on the project. The DBE may lease trucks from a non-DBE truck leasing 36 company, but can only receive credit as DBE participation if the DBE uses its own 37 employees as drivers. 38 39 DBE credit for a truck broker is limited to the fee/commission that the DBE receives for 40 arranging transportation services. 41 42 Truck registration and lease agreements shall be readily available at the project site for 43 the Engineer review. 44 45 DBE Manufacturer and DBE Regular Dealer 46 One hundred percent (100%) of the cost of the manufactured product obtained from a 47 DBE Manufacturer can count as DBE participation. 48 3/23/2021 SP-31 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Sixty percent (60%) of the cost of materials or supplies purchased from a DBE Regular 1 Dealer may be credited as DBE participation. If the role of the DBE Regular Dealer is 2 determined to be that of a pass-through, then no DBE credit will be given for its 3 services. If the role of the DBE Regular Dealer is determined to be that of a Broker, then 4 DBE credit shall be limited to the fee or commission it receives for its services. Regular 5 Dealer status and the amount of credit is determined on a Contract-by-Contract basis. 6 7 Regular Dealer DBE firms must be approved before being used on a project. The 8 WSDOT Approved Regular Dealer list published on WSDOT’s Office of Equal 9 Opportunity (OEO) web site must include the specific project for which approval is 10 being requested. The Regular Dealer must submit the Regular Dealer Status Request 11 form a minimum of five days prior to being utilized on the specific project. 12 13 Purchase of materials or supplies from a DBE which is neither a manufacturer nor a 14 regular dealer, (i.e. Broker) only the fees or commissions charged for assistance in the 15 procurement of the materials and supplies, or fees or transportation charges for the 16 delivery of materials or supplies required on a job site, can count as DBE participation 17 provided the fees are not excessive as compared with fees customarily allowed for 18 similar services. Documentation will be required to support the fee/commission 19 charged by the DBE. The cost of the materials and supplies themselves cannot be 20 counted toward as DBE participation. 21 22 Note: Requests to be listed as a Regular Dealer will only be processed if the 23 requesting firm is a material supplier certified by the Office of Minority and 24 Women’s Business Enterprises in a NAICS code that falls within the 42XXXX 25 NAICS Wholesale code section. 26 27 Procedures Between Award and Execution 28 After Award and prior to Execution, the Contractor shall provide the additional information 29 described below. Failure to comply shall result in the forfeiture of the Bidder’s Proposal bond 30 or deposit. 31 32 1. A list of all firms who submitted a bid or quote in attempt to participate in this 33 project whether they were successful or not. Include the business name and 34 mailing address. 35 36 Note: The firms identified by the Contractor may be contacted by the 37 Contracting Agency to solicit general information as follows: age of the 38 firm and average of its gross annual receipts over the past three-years. 39 40 Procedures After Execution 41 Commercially Useful Function (CUF) 42 The Contractor may only take credit for the payments made for Work performed by a 43 DBE that is determined to be performing a CUF. Payment must be commensurate with 44 the work actually performed by the DBE. This applies to all DBEs performing Work on a 45 project, whether or not the DBEs are COA, if the Contractor wants to receive credit for 46 their participation. The Engineer will conduct CUF reviews to ascertain whether DBEs 47 are performing a CUF. A DBE performs a CUF when it is carrying out its responsibilities 48 3/23/2021 SP-32 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx of its contract by actually performing, managing, and supervising the Work involved. 1 The DBE must be responsible for negotiating price; determining quality and quantity; 2 ordering the material, installing (where applicable); and paying for the material itself. If 3 a DBE does not perform “all” of these functions on a furnish-and-install contract, it has 4 not performed a CUF and the cost of materials cannot be counted toward DBE COA 5 Goal. Leasing of equipment from a leasing company is allowed. However, 6 leasing/purchasing equipment from the Contractor is not allowed. Lease agreements 7 shall be readily available for review by the Engineer. 8 9 In order for a DBE traffic control company to be considered to be performing a CUF, the 10 DBE must be in control of its work inclusive of supervision. The DBE shall employ a 11 Traffic Control Supervisor who is directly involved in the management and supervision 12 of the traffic control employees and services. 13 14 The DBE does not perform a CUF if its role is limited to that of an extra participant in a 15 transaction, contract, or project through which the funds are passed in order to obtain 16 the appearance of DBE participation. 17 18 The following are some of the factors that the Engineer will use in determining whether 19 a DBE trucking company is performing a CUF: 20 21 • The DBE shall be responsible for the management and supervision of the 22 entire trucking operation for which it is responsible on the Contract. The 23 owner demonstrates business related knowledge, shows up on site and is 24 determined to be actively running the business. 25 26 • The DBE shall with its own workforce, operate at least one fully licensed, 27 insured, and operational truck used on the Contract. The drivers of the trucks 28 owned and leased by the DBE must be exclusively employed by the DBE and 29 reflected on the DBE’s payroll. 30 31 • Lease agreements for trucks shall indicate that the DBE has exclusive use of 32 and control over the truck(s). This does not preclude the leased truck from 33 working for others provided it is with the consent of the DBE and the lease 34 provides the DBE absolute priority for use of the leased truck. 35 36 • Leased trucks shall display the name and identification number of the DBE. 37 38 Joint Checking 39 A joint check is a check between a Subcontractor and the Contractor to the supplier of 40 materials/supplies. The check is issued by the Contractor as payer to the Subcontractor 41 and the material supplier jointly for items to be incorporated into the project. The DBE 42 must release the check to the supplier, while the Contractor acts solely as the 43 guarantor. 44 45 A joint check agreement must be approved by the Engineer and requested by the DBE 46 involved using the DBE Joint Check Request Form (form # 272-053) prior to its use. The 47 3/23/2021 SP-33 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx form must accompany the DBE Joint Check Agreement between the parties involved, 1 including the conditions of the arrangement and expected use of the joint checks. 2 3 The approval to use joint checks and the use will be closely monitored by the Engineer. 4 To receive DBE credit for performing a CUF with respect to obtaining materials and 5 supplies, a DBE must “be responsible for negotiating price, determining quality and 6 quantity, ordering the material and installing and paying for the material itself.” The 7 Contractor shall submit DBE Joint Check Request Form for the Engineer approval prior 8 to using a joint check. 9 10 Material costs paid by the Contractor directly to the material supplier is not allowed. If 11 proper procedures are not followed or the Engineer determines that the arrangement 12 results in lack of independence for the DBE involved, no DBE credit will be given for the 13 DBE’s participation as it relates to the material cost. 14 15 Prompt Payment 16 Prompt payment to all subcontractors shall be in accordance with Section 1-08.1. 17 Prompt Payment requirements apply to progress payments as well as return of 18 retainage. 19 20 Reporting 21 The Contractor and all subcontractors/suppliers/service providers that utilize DBEs to 22 perform work on the project, shall maintain appropriate records that will enable the 23 Engineer to verify DBE participation throughout the life of the project. 24 25 Refer to Section 1-08.1 for additional reporting requirements associated with this 26 Contract. 27 28 Decertification 29 When a DBE is “decertified” from the DBE program during the course of the Contract, 30 the participation of that DBE shall continue to count as DBE participation as long as the 31 subcontract with the DBE was executed prior to the decertification notice. The 32 Contractor is obligated to substitute when a DBE does not have an executed 33 subcontract agreement at the time of decertification. 34 35 Consequences of Non-Compliance 36 Each contract with a Contractor (and each subcontract the Contractor signs with a 37 Subcontractor) must include the following assurance clause: 38 39 The Contractor, subrecipient, or Subcontractor shall not discriminate on the basis of 40 race, color, national origin, or sex in the performance of this contract. The Contractor 41 shall carry out applicable requirements of 49 CFR Part 26 in the award and 42 administration of DOT-assisted contracts. Failure by the Contractor to carry out these 43 requirements is a material breach of this contract, which may result in the termination 44 of this contract or such other remedy as the recipient deems appropriate, which may 45 include, but is not limited to: 46 47 (1) Withholding monthly progress payments; 48 3/23/2021 SP-34 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx (2) Assessing sanctions; 1 2 (3) Liquidated damages; and/or 3 4 (4) Disqualifying the Contractor from future bidding as non-responsible. 5 6 Payment 7 Compensation for all costs involved with complying with the conditions of this 8 Specification and any other associated DBE requirements is included in payment for the 9 associated Contract items of Work, except otherwise provided in the Specifications. 10 11 (September 3, 2019) 12 13 Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 14 11246) 15 16 1. The Contractor's attention is called to the Equal Opportunity Clause and the Standard 17 Federal Equal Employment Opportunity Construction Contract Specifications set forth 18 herein. 19 20 2. The goals and timetables for minority and female participation set by the Office of Federal 21 Contract Compliance Programs, expressed in percentage terms for the Contractor's 22 aggregate work force in each construction craft and in each trade on all construction work in 23 the covered area, are as follows: 24 25 Women - Statewide 26 27 Timetable Goal 28 29 Until further notice 6.9% 30 Minorities - by Standard Metropolitan Statistical Area (SMSA) 31 32 Spokane, WA: 33 SMSA Counties: 34 Spokane, WA 2.8 35 WA Spokane. 36 Non-SMSA Counties 3.0 37 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA Garfield; WA Lincoln, 38 WA Pend Oreille; WA Stevens; WA Whitman. 39 40 Richland, WA 41 SMSA Counties: 42 Richland Kennewick, WA 5.4 43 WA Benton; WA Franklin. 44 Non-SMSA Counties 3.6 45 WA Walla Walla. 46 47 3/23/2021 SP-35 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Yakima, WA: 1 SMSA Counties: 2 Yakima, WA 9.7 3 WA Yakima. 4 Non-SMSA Counties 7.2 5 WA Chelan; WA Douglas; WA Grant; WA Kittitas; WA Okanogan. 6 7 Seattle, WA: 8 SMSA Counties: 9 Seattle Everett, WA 7.2 10 WA King; WA Snohomish. 11 Tacoma, WA 6.2 12 WA Pierce. 13 Non-SMSA Counties 6.1 14 WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA Kitsap; WA 15 Lewis; WA Mason; WA Pacific; WA San Juan; WA Skagit; WA Thurston; WA 16 Whatcom. 17 18 Portland, OR: 19 SMSA Counties: 20 Portland, OR-WA 4.5 21 WA Clark. 22 Non-SMSA Counties 3.8 23 WA Cowlitz; WA Klickitat; WA Skamania; WA Wahkiakum. 24 25 These goals are applicable to each nonexempt Contractor's total on-site construction 26 workforce, regardless of whether or not part of that workforce is performing work on a 27 Federal, or federally assisted project, contract, or subcontract until further notice. 28 Compliance with these goals and time tables is enforced by the Office of Federal Contract 29 compliance Programs. 30 31 The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-32 4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative 33 action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts 34 to meet the goals. The hours of minority and female employment and training must be 35 substantially uniform throughout the length of the contract, in each construction craft and in 36 each trade, and the Contractor shall make a good faith effort to employ minorities and 37 women evenly on each of its projects. The transfer of minority or female employees or 38 trainees from Contractor to Contractor or from project to project for the sole purpose of 39 meeting the Contractor's goal shall be a violation of the contract, the Executive Order and 40 the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the 41 total work hours performed. 42 43 3. The Contractor shall provide written notification to the Office of Federal Contract 44 Compliance Programs (OFCCP) within 10 working days of award of any construction 45 subcontract in excess of $10,000 or more that are Federally funded, at any tier for 46 construction work under the contract resulting from this solicitation. The notification shall 47 list the name, address and telephone number of the Subcontractor; employer identification 48 3/23/2021 SP-36 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx number of the Subcontractor; estimated dollar amount of the subcontract; estimated 1 starting and completion dates of the subcontract; and the geographical area in which the 2 contract is to be performed. The notification shall be sent to: 3 4 U.S. Department of Labor 5 Office of Federal Contract Compliance Programs Pacific Region 6 Attn: Regional Director 7 San Francisco Federal Building 8 90 – 7th Street, Suite 18-300 9 San Francisco, CA 94103(415) 625-7800 Phone 10 (415) 625-7799 Fax 11 12 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is 13 as designated herein. 14 15 Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive 16 Order 11246) 17 18 1. As used in these specifications: 19 20 a. Covered Area means the geographical area described in the solicitation from 21 which this contract resulted; 22 23 b. Director means Director, Office of Federal Contract Compliance Programs, United 24 States Department of Labor, or any person to whom the Director delegates 25 authority; 26 27 c. Employer Identification Number means the Federal Social Security number used 28 on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 29 941; 30 31 d. Minority includes: 32 33 (1) Black, a person having origins in any of the Black Racial Groups of Africa. 34 35 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed person of 36 Mexican, Puerto Rican, Cuban, Central American, South American, or 37 other Spanish origin. 38 39 (3) Asian or Pacific Islander, a person having origins in any of the original 40 peoples of the Pacific rim or the Pacific Islands, the Hawaiian Islands and 41 Samoa. 42 43 (4) American Indian or Alaskan Native, a person having origins in any of the 44 original peoples of North America, and who maintain cultural 45 identification through tribal affiliation or community recognition. 46 47 3/23/2021 SP-37 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the 1 work involving any construction trade, it shall physically include in each subcontract in 2 excess of $10,000 the provisions of these specifications and the Notice which contains the 3 applicable goals for minority and female participation and which is set forth in the 4 solicitations from which this contract resulted. 5 6 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved 7 by the U.S. Department of Labor in the covered area either individually or through an 8 association, its affirmative action obligations on all work in the Plan area (including goals and 9 timetables) shall be in accordance with that Plan for those trades which have unions 10 participating in the Plan. Contractors must be able to demonstrate their participation in and 11 compliance with the provisions of any such Hometown Plan. Each Contractor or 12 Subcontractor participating in an approved Plan is individually required to comply with its 13 obligations under the EEO clause, and to make a good faith effort to achieve each goal under 14 the Plan in each trade in which it has employees. The overall good faith performance by 15 other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any 16 covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan 17 goals and timetables. 18 19 4. The Contractor shall implement the specific affirmative action standards provided in 20 paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation 21 from which this contract resulted are expressed as percentages of the total hours of 22 employment and training of minority and female utilization the Contractor should 23 reasonably be able to achieve in each construction trade in which it has employees in the 24 covered area. Covered construction contractors performing construction work in 25 geographical areas where they do not have a Federal or federally assisted construction 26 contract shall apply the minority and female goals established for the geographical area 27 where the work is being performed. The Contractor is expected to make substantially 28 uniform progress in meeting its goals in each craft during the period specified. 29 30 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union 31 with whom the Contractor has a collective bargaining agreement, to refer either minorities 32 or women shall excuse the Contractor's obligations under these specifications, Executive 33 Order 11246, or the regulations promulgated pursuant thereto. 34 35 6. In order for the nonworking training hours of apprentices and trainees to be counted in 36 meeting the goals, such apprentices and trainees must be employed by the Contractor 37 during the training period, and the Contractor must have made a commitment to employ the 38 apprentices and trainees at the completion of their training, subject to the availability of 39 employment opportunities. Trainees must be trained pursuant to training programs 40 approved by the U.S. Department of Labor. 41 42 7. The Contractor shall take specific affirmative actions to ensure equal employment 43 opportunity. The evaluation of the Contractor's compliance with these specifications shall 44 be based upon its effort to achieve maximum results from its action. The Contractor shall 45 document these efforts fully, and shall implement affirmative action steps at least as 46 extensive as the following: 47 48 3/23/2021 SP-38 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx a. Ensure and maintain a working environment free of harassment, intimidation, and 1 coercion at all sites, and in all facilities at which the Contractor's employees are 2 assigned to work. The Contractor, where possible, will assign two or more women 3 to each construction project. The Contractor shall specifically ensure that all 4 foremen, superintendents, and other on-site supervisory personnel are aware of 5 and carry out the Contractor's obligation to maintain such a working environment, 6 with specific attention to minority or female individuals working at such sites or in 7 such facilities. 8 9 b. Establish and maintain a current list of minority and female recruitment sources, 10 provide written notification to minority and female recruitment sources and to 11 community organizations when the Contractor or its unions have employment 12 opportunities available, and maintain a record of the organizations' responses. 13 14 c. Maintain a current file of the names, addresses and telephone numbers of each 15 minority and female off-the-street applicant and minority or female referral from a 16 union, a recruitment source or community organization and of what action was 17 taken with respect to each such individual. If such individual was sent to the union 18 hiring hall for referral and was not referred back to the Contractor by the union or, 19 if referred, not employed by the Contractor, this shall be documented in the file 20 with the reason therefor, along with whatever additional actions the Contractor 21 may have taken. 22 23 d. Provide immediate written notification to the Director when the union or unions 24 with which the Contractor has a collective bargaining agreement has not referred 25 to the Contractor a minority person or woman sent by the Contractor, or when the 26 Contractor has other information that the union referral process has impeded the 27 Contractor's efforts to meet its obligations. 28 29 e. Develop on-the-job training opportunity and/or participate in training programs 30 for the area which expressly include minorities and women, including upgrading 31 programs and apprenticeship and trainee programs relevant to the Contractor's 32 employment needs, especially those programs funded or approved by the U.S. 33 Department of Labor. The Contractor shall provide notice of these programs to 34 the sources compiled under 7b above. 35 36 f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions 37 and training programs and requesting their cooperation in assisting the Contractor 38 in meeting its EEO obligations; by including it in any policy manual and collective 39 bargaining agreement; by publicizing it in the company newspaper, annual report, 40 etc.; by specific review of the policy with all management personnel and with all 41 minority and female employees at least once a year; and by posting the company 42 EEO policy on bulletin boards accessible to all employees at each location where 43 construction work is performed. 44 45 g. Review, at least annually, the company's EEO policy and affirmative action 46 obligations under these specifications with all employees having any responsibility 47 for hiring, assignment, layoff, termination or other employment decisions 48 3/23/2021 SP-39 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx including specific review of these items with on-site supervisory personnel such as 1 Superintendents, General Foremen, etc., prior to the initiation of construction 2 work at any job site. A written record shall be made and maintained identifying 3 the time and place of these meetings, persons attending, subject matter 4 discussed, and disposition of the subject matter. 5 6 h. Disseminate the Contractor's EEO policy externally by including it in any 7 advertising in the news media, specifically including minority and female news 8 media, and providing written notification to and discussing the Contractor's EEO 9 policy with other Contractors and Subcontractors with whom the Contractor does 10 or anticipates doing business. 11 12 i. Direct its recruitment efforts, both oral and written to minority, female and 13 community organizations, to schools with minority and female students and to 14 minority and female recruitment and training organizations serving the 15 Contractor's recruitment area and employment needs. Not later than one month 16 prior to the date for the acceptance of applications for apprenticeship or other 17 training by any recruitment source, the Contractor shall send written notification 18 to organizations such as the above, describing the openings, screening procedures, 19 and tests to be used in the selection process. 20 21 j. Encourage present minority and female employees to recruit other minority 22 persons and women and where reasonable, provide after school, summer and 23 vacation employment to minority and female youth both on the site and in other 24 areas of a Contractor's work force. 25 26 k. Validate all tests and other selection requirements where there is an obligation to 27 do so under 41 CFR Part 60-3. 28 29 l. Conduct, at least annually, an inventory and evaluation of all minority and female 30 personnel for promotional opportunities and encourage these employees to seek 31 or to prepare for, through appropriate training, etc., such opportunities. 32 33 m. Ensure that seniority practices, job classifications, work assignments and other 34 personnel practices, do not have a discriminatory effect by continually monitoring 35 all personnel and employment related activities to ensure that the EEO policy and 36 the Contractor's obligations under these specifications are being carried out. 37 38 n. Ensure that all facilities and company activities are nonsegregated except that 39 separate or single-user toilet and necessary changing facilities shall be provided to 40 assure privacy between the sexes. 41 42 o. Document and maintain a record of all solicitations of offers for subcontracts from 43 minority and female construction contractors and suppliers, including circulation 44 of solicitations to minority and female contractor associations and other business 45 associations. 46 47 3/23/2021 SP-40 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx p. Conduct a review, at least annually, of all supervisors' adherence to and 1 performance under the Contractor's EEO policies and affirmative action 2 obligations. 3 4 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling 5 one or more of their affirmative action obligations (7a through 7p). The efforts of a 6 contractor association, joint contractor-union, contractor-community, or other similar group 7 of which the Contractor is a member and participant, may be asserted as fulfilling any one or 8 more of the obligations under 7a through 7p of this Special Provision provided that the 9 Contractor actively participates in the group, makes every effort to assure that the group has 10 a positive impact on the employment of minorities and women in the industry, ensure that 11 the concrete benefits of the program are reflected in the Contractor's minority and female 12 work-force participation, makes a good faith effort to meet its individual goals and 13 timetables, and can provide access to documentation which demonstrate the effectiveness 14 of actions taken on behalf of the Contractor. The obligation to comply, however, is the 15 Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the 16 Contractor's noncompliance. 17 18 9. A single goal for minorities and a separate single goal for women have been established. The 19 Contractor, however, is required to provide equal employment opportunity and to take 20 affirmative action for all minority groups, both male and female, and all women, both 21 minority and non-minority. Consequently, the Contractor may be in violation of the 22 Executive Order if a particular group is employed in substantially disparate manner (for 23 example, even though the Contractor has achieved its goals for women generally, the 24 Contractor may be in violation of the Executive Order if a specific minority group of women 25 is underutilized). 26 27 10. The Contractor shall not use the goals and timetables or affirmative action standards to 28 discriminate against any person because of race, color, religion, sex, or national origin. 29 30 11. The Contractor shall not enter into any subcontract with any person or firm debarred from 31 Government contracts pursuant to Executive Order 11246. 32 33 12. The Contractor shall carry out such sanctions and penalties for violation of these 34 specifications and of the Equal Opportunity Clause, including suspensions, terminations and 35 cancellations of existing subcontracts as may be imposed or ordered pursuant to Executive 36 Order 11246, as amended, and its implementing regulations by the Office of Federal 37 Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and 38 penalties shall be in violation of these specifications and Executive Order 11246, as 39 amended. 40 41 13. The Contractor, in fulfilling its obligations under these specifications, shall implement 42 specific affirmative action steps, at least as extensive as those standards prescribed in 43 paragraph 7 of this Special Provision, so as to achieve maximum results from its efforts to 44 ensure equal employment opportunity. If the Contractor fails to comply with the 45 requirements of the Executive Order, the implementing regulations, or these specifications, 46 the Director shall proceed in accordance with 41 CFR 60-4.8. 47 48 3/23/2021 SP-41 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 14. The Contractor shall designate a responsible official to monitor all employment related 1 activity to ensure that the company EEO policy is being carried out, to submit reports 2 relating to the provisions hereof as may be required by the government and to keep records. 3 Records shall at least include, for each employee, their name, address, telephone numbers, 4 construction trade, union affiliation if any, employee identification number when assigned, 5 social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or 6 laborer), dates of changes in status, hours worked per week in the indicated trade, rate of 7 pay, and locations at which the work was performed. Records shall be maintained in an 8 easily understandable and retrievable form; however, to the degree that existing records 9 satisfy this requirement, the Contractors will not be required to maintain separate records. 10 11 15. Nothing herein provided shall be construed as a limitation upon the application of other 12 laws which establish different standards of compliance or upon the application of 13 requirements for the hiring of local or other area residents (e.g., those under the Public 14 Works Employment Act of 1977 and the Community Development Block Grant Program). 15 16 16. Additional assistance for Federal Construction Contractors on contracts administered by 17 Washington State Department of Transportation or by Local Agencies may be found at: 18 19 Washington State Dept. of Transportation 20 Office of Equal Opportunity 21 PO Box 47314 22 310 Maple Park Ave. SE 23 Olympia WA 24 98504-7314 25 Ph: 360-705-7090 26 Fax: 360-705-6801 27 http://www.wsdot.wa.gov/equalopportunity/default.htm 28 29 1-07.12 Federal Agency Inspection 30 31 Section 1-07.12 is supplemented with the following: 32 33 (January 25, 2016) 34 Required Federal Aid Provisions 35 The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) Revised 36 May 1, 2012 and the amendments thereto supersede any conflicting provisions of the Standard 37 Specifications and are made a part of this Contract; provided, however, that if any of the 38 provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the 39 Washington State Law shall prevail. 40 41 The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor 42 insert the FHWA 1273 and amendments thereto in each Subcontract, together with the wage 43 rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each 44 Subcontract requiring the Subcontractors to insert the FHWA 1273 and amendments thereto in 45 any lower tier Subcontracts, together with the wage rates. The Contractor shall also ensure that 46 this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each Subcontract for 47 Subcontractors and lower tier Subcontractors. For this purpose, upon request to the Engineer, 48 3/23/2021 SP-42 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, 1 the applicable wage rates, and this Special Provision. 2 3 1-07.17 Utilities and Similar Facilities 4 5 Section 1-07.17 is supplemented with the following: 6 7 (April 2, 2007) 8 Locations and dimensions shown in the Plans for existing facilities are in accordance with 9 available information obtained without uncovering, measuring, or other verification. 10 11 Public and private utilities, or their Contractors, will furnish all work necessary to adjust, relocate, 12 replace, or construct their facilities unless otherwise provided for in the Plans or these Special 13 Provisions. Such adjustment, relocation, replacement, or construction will be done during the 14 prosecution of the work for this project. It is anticipated that utility adjustment, relocation, 15 replacement or construction within the project limits will be completed as follows: 16 17 Conflicts with Pacific Power and Light facilities exist. These facilities will be relocated by the 18 facility owner prior to or during construction. Coordination with the facility owner will be 19 required. If any additional conflicts arise they will be addressed during construction. 20 21 Conflicts with CenturyLink facilities exist. These facilities will be relocated by the facility 22 owner prior to or during construction. Coordination with the facility owner will be required. 23 If any additional conflicts arise they will be addressed during construction. 24 25 At this time there are no known conflicts with Charter Communications facilities. If any arise 26 they will be addressed during construction. 27 28 At this time there are no known conflicts with PoketiNet facilities. If any arise they will be 29 addressed during construction. 30 31 Conflicts with Cascade Natural Gas lines may exist. Coordination with the facility owner will 32 be required. If any conflicts arise, they will be addressed during construction. 33 34 The Contractor shall attend a mandatory utility preconstruction meeting with the Engineer, all 35 affected Subcontractors, and all utility owners and their Contractors prior to beginning onsite 36 work. 37 38 The following addresses and telephone numbers of utility companies or their Contractors that will 39 be adjusting, relocating, replacing or constructing utilities within the project limits are supplied 40 for the Contractor's use: 41 42 Communications/CenturyLink: Tobias Mears (509) 305-7503 43 Communications/Charter Communications: Antonio Campos (509) 572-0537 44 Gas/Cascade Natural Gas: Arnie Garza (509) 736-5563 or 45 (509) 619-5282 46 Power/Franklin County PUD: Aaron Gonzales (509) 546-5953 47 Water & Sewer/City of Pasco PW Operations: Kim Holst (509) 545-3463 48 3/23/2021 SP-43 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Fiber/Underground Fiber: Dan Barcomb (509) 727-3345 1 Williams Pipeline Paul Fincher (509)544-9216 2 3 1-07.18 Public Liability and Property Damage Insurance 4 5 Delete this section in its entirety, and replace it with the following: 6 7 1-07.18 Insurance 8 (January 4, 2016 APWA GSP) 9 10 1-07.18(1) General Requirements 11 12 A. The Contractor shall procure and maintain the insurance described in all subsections of 13 section 1-07.18 of these Special Provisions, from insurers with a current A. M. Best rating of 14 not less than A-: VII and licensed to do business in the State of Washington. The Contracting 15 Agency reserves the right to approve or reject the insurance provided, based on the insurer's 16 financial condition. 17 18 B. The Contractor shall keep this insurance in force without interruption from the 19 commencement of the Contractor's Work through the term of the Contract and for 20 thirty (30) days after the Physical Completion date, unless otherwise indicated below. 21 22 C. If any insurance policy is written on a claims made form, its retroactive date, and that of all 23 subsequent renewals, shall be no later than the effective date of this Contract. The policy shall 24 state that coverage is claims made, and state the retroactive date. Claims-made form 25 coverage shall be maintained by the Contractor for a minimum of 36 months following the 26 Completion Date or earlier termination of this Contract, and the Contractor shall annually 27 provide the Contracting Agency with proof of renewal. If renewal of the claims made form of 28 coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an 29 extended reporting period ("tail") or execute another form of guarantee acceptable to the 30 Contracting Agency to assure financial responsibility for liability for services performed. 31 32 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or Umbrella 33 Liability insurance policies shall be primary and non-contributory insurance as respects the 34 Contracting Agency's insurance, self-insurance, or self-insured pool coverage. Any insurance, 35 self-insurance, or self-insured pool coverage maintained by the Contracting Agency shall be 36 excess of the Contractor's insurance and shall not contribute with it. 37 38 E. The Contractor shall provide the Contracting Agency and all additional insureds with written 39 notice of any policy cancellation, within two business days of their receipt of such notice. 40 41 F. The Contractor shall not begin work under the Contract until the required insurance has been 42 obtained and approved by the Contracting Agency. 43 44 G. Failure on the part of the Contractor to maintain the insurance as required shall constitute a 45 material breach of contract, upon which the Contracting Agency may, after giving five 46 business days' notice to the Contractor to correct the breach, immediately terminate the 47 Contract or, at its discretion, procure or renew such insurance and pay any and all premiums 48 3/23/2021 SP-44 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx in connection therewith, with any sums so expended to be repaid to the Contracting Agency 1 on demand, or at the sole discretion of the Contracting Agency, offset against funds due the 2 Contractor from the Contracting Agency. 3 4 H. All costs for insurance shall be incidental to and included in the unit or lump sum prices of the 5 Contract and no additional payment will be made. 6 7 1-07.18(2) Additional Insured 8 9 All insurance policies, with the exception of Workers Compensation, and of Professional Liability 10 and Builder's Risk (if required by this Contract) shall name the following listed entities as 11 additional insured(s) using the forms or endorsements required herein: 12 13  the Contracting Agency and its officers, elected officials, employees, agents, and 14 volunteers 15 16 The above-listed entities shall be additional insured(s) for the full available limits of liability 17 maintained by the Contractor, irrespective of whether such limits maintained by the Contractor 18 are greater than those required by this Contract, and irrespective of whether the Certificate of 19 Insurance provided by the Contractor pursuant to 1-07.18(4) describes limits lower than those 20 maintained by the Contractor. 21 22 For Commercial General Liability insurance coverage, the required additional insured 23 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing operations and 24 CG 20 37 10 01 for completed operations. 25 26 1-07.18(3) Subcontractors 27 28 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage that 29 complies with all applicable requirements of the Contractor-provided insurance as set forth herein, 30 except the Contractor shall have sole responsibility for determining the limits of coverage required 31 to be obtained by Subcontractors. 32 33 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 1-07.18(2) 34 as additional insureds, and provide proof of such on the policies as required by that section as 35 detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 10 10 01 for ongoing 36 operations and CG 20 37 10 01 for completed operations. 37 38 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency 39 evidence of insurance and copies of the additional insured endorsements of each Subcontractor of 40 every tier as required in 1-07.18(4) Verification of Coverage. 41 42 1-07.18(4) Verification of Coverage 43 44 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 45 endorsements for each policy of insurance meeting the requirements set forth herein when the 46 Contractor delivers the signed Contract for the work. Failure of Contracting Agency to demand 47 such verification of coverage with these insurance requirements or failure of Contracting Agency 48 3/23/2021 SP-45 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx to identify a deficiency from the insurance documentation provided shall not be construed as a 1 waiver of Contractor's obligation to maintain such insurance. 2 3 Verification of coverage shall include: 4 5 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 6 7 2. Copies of all endorsements naming Contracting Agency and all other entities listed in 8 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 9 submit a copy of any blanket additional insured clause from its policies instead of a 10 separate endorsement. 11 12 3. Any other amendatory endorsements to show the coverage required herein. 13 14 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 15 these requirements – actual endorsements must be submitted. 16 17 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting Agency a 18 full and certified copy of the insurance policy(s). If Builders Risk insurance is required on this 19 Project, a full and certified copy of that policy is required when the Contractor delivers the signed 20 Contract for the work. 21 22 1-07.18(5) Coverages and Limits 23 24 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 25 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 26 construed to limit the liability of the Contractor to the coverage provided by such insurance, or 27 otherwise limit the Contracting Agency's recourse to any remedy available at law or in equity. 28 29 All deductibles and self-insured retentions must be disclosed and are subject to approval by the 30 Contracting Agency. The cost of any claim payments falling within the deductible or self-insured 31 retention shall be the responsibility of the Contractor. In the event an additional insured incurs a 32 liability subject to any policy's deductibles or self-insured retention, said deductibles or self-33 insured retention shall be the responsibility of the Contractor. 34 35 1-07.18(5)A Commercial General Liability 36 37 Commercial General Liability insurance shall be written on coverage forms at least as broad as ISO 38 occurrence form CG 00 01, including but not limited to liability arising from premises, operations, 39 stop gap liability, independent contractors, products-completed operations, personal and 40 advertising injury, and liability assumed under an insured contract. There shall be no exclusion for 41 liability arising from explosion, collapse or underground property damage. 42 43 The Commercial General Liability insurance shall be endorsed to provide a per project general 44 aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 45 46 Contractor shall maintain Commercial General Liability Insurance arising out of the Contractor's 47 completed operations for at least three years following Substantial Completion of the Work. 48 3/23/2021 SP-46 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Such policy must provide the following minimum limits: 1 2 $1,000,000 Each Occurrence 3 $2,000,000 General Aggregate 4 $2,000,000 Products & Completed Operations Aggregate 5 $1,000,000 Personal & Advertising Injury each offence 6 $1,000,000 Stop Gap / Employers' Liability each accident 7 8 1-07.18(5)B Automobile Liability 9 10 Automobile Liability shall cover owned, non-owned, hired, and leased vehicles; and shall be 11 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 12 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 13 endorsements. 14 15 Such policy must provide the following minimum limit: 16 17 $1,000,000 Combined single limit each accident 18 19 1-07.18(5)C Workers' Compensation 20 21 The Contractor shall comply with Workers' Compensation coverage as required by the Industrial 22 Insurance laws of the State of Washington. 23 24 1-07.23 Public Convenience and Safety 25 26 1-07.23(1) Construction under Traffic 27 28 Section 1-07.23(1) is supplemented with the following: 29 30 (February 3, 2020) 31 Work Zone Clear Zone 32 The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours. The WZCZ 33 applies only to temporary roadside objects introduced by the Contractor's operations and 34 does not apply to preexisting conditions or permanent Work. Those work operations that are 35 actively in progress shall be in accordance with adopted and approved Traffic Control Plans, 36 and other contract requirements. 37 38 During nonworking hours equipment or materials shall not be within the WZCZ unless they 39 are protected by permanent guardrail or temporary concrete barrier. The use of temporary 40 concrete barrier shall be permitted only if the Engineer approves the installation and location. 41 42 During actual hours of work, unless protected as described above, only materials absolutely 43 necessary to construction shall be within the WZCZ and only construction vehicles absolutely 44 necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the 45 shoulder of the roadway. 46 47 3/23/2021 SP-47 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx The Contractor's nonessential vehicles and employees private vehicles shall not be permitted 1 to park within the WZCZ at any time unless protected as described above. 2 3 Deviation from the above requirements shall not occur unless the Contractor has requested 4 the deviation in writing and the Engineer has provided written approval. 5 6 Minimum WZCZ distances are measured from the edge of traveled way and will be 7 determined as follows: 8 9 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 10 Minimum Work Zone Clear Zone Distance 11 12 (January 5, 2015) 13 Lane closures are subject to the following restrictions: 14 15 See traffic control provisions included in the Plans. 16 17 If the Engineer determines the permitted closure hours adversely affect traffic, the Engineer may 18 adjust the hours accordingly. The Engineer will notify the Contractor in writing of any change in 19 the closure hours. 20 21 Lane closures are not allowed on any of the following: 22 23 1. A holiday, 24 25 2. A holiday weekend; holidays that occur on Friday, Saturday, Sunday or Monday are 26 considered a holiday weekend. A holiday weekend includes Saturday, Sunday, and the 27 holiday. 28 29 3. After 5:00 p.m. on the day prior to a holiday or holiday weekend, and 30 31 4. Before 7:00 a.m. on the day after the holiday or holiday weekend. 32 33 34 3/23/2021 SP-48 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-07.24 Rights of Way 1 (July 23, 2015 APWA GSP) 2 3 Delete this Section and replace it with the following: 4 5 Street Right of Way lines, limits of easements, and limits of construction permits are indicated in 6 the Plans. The Contractor's construction activities shall be confined within these limits, unless 7 arrangements for use of private property are made. 8 9 Generally, the Contracting Agency will have obtained, prior to bid opening, all rights of way and 10 easements, both permanent and temporary, necessary for carrying out the work. Exceptions to 11 this are noted in the Bid Documents or will be brought to the Contractor's attention by a duly 12 issued Addendum. 13 14 Whenever any of the work is accomplished on or through property other than public Right of Way, 15 the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement 16 obtained by the Contracting Agency from the owner of the private property. Copies of the 17 easement agreements may be included in the Contract Provisions or made available to the 18 Contractor as soon as practical after they have been obtained by the Engineer. 19 20 Whenever easements or rights of entry have not been acquired prior to advertising, these areas 21 are so noted in the Plans. The Contractor shall not proceed with any portion of the work in areas 22 where right of way, easements or rights of entry have not been acquired until the Engineer 23 certifies to the Contractor that the right of way or easement is available or that the right of entry 24 has been received. If the Contractor is delayed due to acts of omission on the part of the 25 Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor will be 26 entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of 27 contract. 28 29 Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes 30 entry onto easements and private property where private improvements must be adjusted. 31 32 The Contractor shall be responsible for providing, without expense or liability to the Contracting 33 Agency, any additional land and access thereto that the Contractor may desire for temporary 34 construction facilities, storage of materials, or other Contractor needs. However, before using any 35 private property, whether adjoining the work or not, the Contractor shall file with the Engineer a 36 written permission of the private property owner, and, upon vacating the premises, a written 37 release from the property owner of each property disturbed or otherwise interfered with by 38 reasons of construction pursued under this contract. The statement shall be signed by the private 39 property owner, or proper authority acting for the owner of the private property affected, stating 40 that permission has been granted to use the property and all necessary permits have been 41 obtained or, in the case of a release, that the restoration of the property has been satisfactorily 42 accomplished. The statement shall include the parcel number, address, and date of signature. 43 Written releases must be filed with the Engineer before the Completion Date will be established. 44 45 46 3/23/2021 SP-49 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-08 PROSECUTION AND PROGRESS 1 2 Add the following new Section: 3 4 1-08.0 Preliminary Matters 5 (May 25, 2006 APWA GSP) 6 7 Add the following new Section: 8 9 1-08.0(1) Preconstruction Conference 10 (October 10, 2008 APWA GSP) 11 12 Prior to the Contractor beginning the work, a preconstruction conference will be held between 13 the Contractor, the Engineer and such other interested parties as may be invited. The purpose of 14 the preconstruction conference will be: 15 16 1. To review the initial progress schedule; 17 18 2. To establish a working understanding among the various parties associated or affected by 19 the work; 20 21 3. To establish and review procedures for progress payment, notifications, approvals, 22 submittals, etc.; 23 24 4. To establish normal working hours for the work; 25 26 5. To review safety standards and traffic control; and 27 28 6. To discuss such other related items as may be pertinent to the work. 29 30 The Contractor shall prepare and submit at the preconstruction conference the following: 31 32 1. A breakdown of all lump sum items; 33 34 2. A preliminary schedule of working drawing submittals; and 35 36 3. A list of material sources for approval if applicable. 37 38 Add the following new Section: 39 40 1-08.0(2) Hours of Work 41 (December 8, 2014 APWA GSP) 42 43 Except in the case of emergency or unless otherwise approved by the Engineer, the normal 44 working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 45 6:00 p.m. Monday through Friday, exclusive of a lunch break. If the Contractor desires different 46 than the normal working hours stated above, the request must be submitted in writing prior to 47 3/23/2021 SP-50 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx the preconstruction conference, subject to the provisions below. The working hours for the 1 Contract shall be established at or prior to the preconstruction conference. 2 3 All working hours and days are also subject to local permit and ordinance conditions (such as noise 4 ordinances). 5 6 If the Contractor wishes to deviate from the established working hours, the Contractor shall 7 submit a written request to the Engineer for consideration. This request shall state what hours are 8 being requested, and why. Requests shall be submitted for review no later than 2 days prior to the 9 day(s) the Contractor is requesting to change the hours. 10 11 If the Contracting Agency approves such a deviation, such approval may be subject to certain 12 other conditions, which will be detailed in writing. For example: 13 14 1. On non-Federal aid projects, requiring the Contractor to reimburse the Contracting 15 Agency for the costs in excess of straight-time costs for Contracting Agency 16 representatives who worked during such times. (The Engineer may require designated 17 representatives to be present during the work. Representatives who may be deemed 18 necessary by the Engineer include, but are not limited to: survey crews; personnel from 19 the Contracting Agency's material testing lab; inspectors; and other Contracting Agency 20 employees or third party consultants when, in the opinion of the Engineer, such work 21 necessitates their presence.) 22 23 2. Considering the work performed on Saturdays, Sundays, and holidays as working days 24 with regard to the contract time. 25 26 3. Considering multiple work shifts as multiple working days with respect to contract time 27 even though the multiple shifts occur in a single 24-hour period. 28 29 4. If a 4-10 work schedule is requested and approved the non-working day for the week will 30 be charged as a working day. 31 32 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and 33 recorded properly on certified payroll. 34 35 1-08.1 Subcontracting 36 (December 19, 2019 APWA GSP, Option A) 37 38 Prior to any subcontractor or lower tier subcontractor beginning work, the Contractor shall submit to 39 the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor 40 and the subcontractor or between the subcontractor and any lower tier subcontractor has been 41 executed. This certification shall also guarantee that these subcontract agreements include all the 42 documents required by the Special Provision Federal Agency Inspection. 43 44 A Subcontractor or lower tier Subcontractor will not be permitted to perform any work under the 45 contract until the following documents have been completed and submitted to the Engineer: 46 47 1. Request to Sublet Work (WSDOT Form 421-012), and 48 3/23/2021 SP-51 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 2. Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal-aid Projects 1 (WSDOT Form 420-004). 2 3 The Contractor shall submit to the Engineer a completed Monthly Retainage Report (WSDOT Form 4 272-065) within 15 calendar days after receipt of every monthly progress payment until every 5 Subcontractor and lower tier Subcontractor's retainage has been released. 6 7 The ninth paragraph, beginning with "On all projects, …" is revised to read: 8 9 The Contractor shall certify to the actual amount received from the Contracting Agency and 10 amounts paid to all firms that were used as Subcontractors, lower tier subcontractors, 11 manufacturers, regular dealers, or service providers on the Contract. This includes all 12 Disadvantaged, Minority, Small, Veteran or Women's Business Enterprise firms. This Certification 13 shall be submitted to the Engineer on a monthly basis each month between Execution of the 14 Contract and Physical Completion of the Contract using the application available at: 15 https://wsdot.diversitycompliance.com. A monthly report shall be submitted for every month 16 between Execution of the Contract and Physical Completion regardless of whether payments were 17 made or work occurred. 18 19 1-08.3 Progress Schedule 20 21 1-08.3(2)A Type A Progress Schedule 22 (March 13, 2012 APWA GSP) 23 24 Revise this section to read: 25 26 The Contractor shall submit 2 copies of a Type A Progress Schedule no later than at the 27 preconstruction conference, or some other mutually agreed upon submittal time. The schedule 28 may be a critical path method (CPM) schedule, bar chart, or other standard schedule format. 29 Regardless of which format used, the schedule shall identify the critical path. The Engineer will 30 evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 31 15 calendar days of receiving the submittal. 32 33 1-08.4 Prosecution of Work 34 35 Delete this section and replace it with the following: 36 37 1-08.4 Notice to Proceed and Prosecution of Work 38 (July 23, 2015 APWA GSP) 39 40 Notice to Proceed will be given after the contract has been executed and the contract bond and 41 evidence of insurance have been approved and filed by the Contracting Agency. The Contractor 42 shall not commence with the work until the Notice to Proceed has been given by the Engineer. 43 The Contractor shall commence construction activities on the project site within ten days of the 44 Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently 45 pursue the work to the physical completion date within the time specified in the contract. 46 Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of 47 the responsibility to complete the work within the time(s) specified in the contract. 48 3/23/2021 SP-52 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx When shown in the Plans, the first order of work shall be the installation of high visibility fencing 1 to delineate all areas for protection or restoration, as described in the Contract. Installation of 2 high visibility fencing adjacent to the roadway shall occur after the placement of all necessary 3 signs and traffic control devices in accordance with 1-10.1(2). Upon construction of the fencing, 4 the Contractor shall request the Engineer to inspect the fence. No other work shall be performed 5 on the site until the Contracting Agency has accepted the installation of high visibility fencing, as 6 described in the Contract. 7 8 1-08.5 Time for Completion 9 (November 30, 2018 APWA GSP, Option A) 10 11 Revise the third and fourth paragraphs to read: 12 13 Contract time shall begin on the first working day following the Notice to Proceed Date. 14 15 Each working day shall be charged to the contract as it occurs, until the contract work is physically 16 complete. If substantial completion has been granted and all the authorized working days have 17 been used, charging of working days will cease. Each week the Engineer will provide the 18 Contractor a statement that shows the number of working days: (1) charged to the contract the 19 week before; (2) specified for the physical completion of the contract; and (3) remaining for the 20 physical completion of the contract. The statement will also show the nonworking days and any 21 partial or whole day the Engineer declares as unworkable. Within 10 calendar days after the date 22 of each statement, the Contractor shall file a written protest of any alleged discrepancies in it. To 23 be considered by the Engineer, the protest shall be in sufficient detail to enable the Engineer to 24 ascertain the basis and amount of time disputed. By not filing such detailed protest in that period, 25 the Contractor shall be deemed as having accepted the statement as correct. If the Contractor is 26 approved to work 10 hours a day and 4 days a week (a 4-10 schedule) and the fifth day of the 27 week in which a 4-10 shift is worked would ordinarily be charged as a working day then the fifth 28 day of that week will be charged as a working day whether or not the Contractor works on that 29 day. 30 31 Revise the sixth paragraph to read: 32 33 The Engineer will give the Contractor written notice of the completion date of the contract after 34 all the Contractor's obligations under the contract have been performed by the Contractor. The 35 following events must occur before the Completion Date can be established: 36 1. The physical work on the project must be complete; and 37 2. The Contractor must furnish all documentation required by the contract and required by law, 38 to allow the Contracting Agency to process final acceptance of the contract. The following 39 documents must be received by the Project Engineer prior to establishing a completion date: 40 a. Certified Payrolls (per Section 1-07.9(5)). 41 b. Material Acceptance Certification Documents 42 c. Monthly Reports of Amounts Credited as DBE Participation, as required by the Contract 43 Provisions. 44 d. Final Contract Voucher Certification 45 3/23/2021 SP-53 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx e. Copies of the approved "Affidavit of Prevailing Wages Paid" for the Contractor and all 1 Subcontractors 2 f. A copy of the Notice of Termination sent to the Washington State Department of Ecology 3 (Ecology); the elapse of 30 calendar days from the date of receipt of the Notice of 4 Termination by Ecology; and no rejection of the Notice of Termination by Ecology. This 5 requirement will not apply if the Construction Stormwater General Permit is transferred 6 back to the Contracting Agency in accordance with Section 8-01.3(16). 7 g. Property owner releases per Section 1-07.24 8 9 Section 1-08.5 is supplemented with the following: 10 11 (December 4, 2006) 12 This project shall be physically completed within 20 working days. 13 14 1-09 MEASUREMENT AND PAYMENT 15 16 1-09.2 Weighting Equipment 17 18 1-09.2(5) Measurement 19 (May 2, 2017 APWA GSP) 20 21 Revise the first paragraph to read: 22 23 Scale Verification Checks – At the Engineer's discretion, the Engineer may perform verification 24 checks on the accuracy of each batch, hopper, or platform scale used in weighing contract items of 25 Work. 26 27 1-09.6 Force Account 28 (October 10, 2008 APWA GSP) 29 30 Supplement this section with the following: 31 32 The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to 33 be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts 34 are to become a part of Contractor's total Bid. However, the Contracting Agency does not warrant 35 expressly or by implication, that the actual amount of work will correspond with those estimates. 36 Payment will be made on the basis of the amount of work actually authorized by Engineer. 37 38 1-09.9 Payments 39 (March 13, 2012 APWA GSP) 40 41 Supplement this section with the following: 42 43 Lump sum item breakdowns are not required when the Bid price for the lump sum item is less 44 than $20,000. 45 46 3/23/2021 SP-54 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1-09.9(1) Retainage 1 2 Section 1-09.9(1) content and title is deleted and replaced with the following: 3 4 (June 27, 2011) 5 Vacant 6 7 1-09.13 Claims Resolution 8 9 1-09.13(3) Claims $250,000 or Less 10 (October 1, 2005 APWA GSP) 11 12 Delete this section and replace it with the following: 13 14 The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 15 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbinding ADR 16 processes, shall be resolved through litigation unless the parties mutually agree in writing to 17 resolve the claim through binding arbitration. 18 19 1-09.13(3)A Administration of Arbitration 20 (November 30, 2018 APWA GSP) 21 22 Revise the third paragraph to read: 23 24 The Contracting Agency and the Contractor mutually agree to be bound by the decision of the 25 arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the 26 Superior Court of the county in which the Contracting Agency's headquarters is located, provided 27 that where claims subject to arbitration are asserted against a county, RCW 36.01.050 shall control 28 venue and jurisdiction of the Superior Court. The decision of the arbitrator and the specific basis 29 for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 30 31 1-10 TEMPORARY TRAFFIC CONTROL 32 33 1-10.2 Traffic Control Management 34 35 1-10.2(1) General 36 37 Section 1-10.2(1) is supplemented with the following: 38 39 (January 3, 2017) 40 Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of 41 Washington. The Traffic Control Supervisor shall be certified by one of the following: 42 43 The Northwest Laborers-Employers Training Trust 44 27055 Ohio Ave. 45 Kingston, WA 98346 46 (360) 297-3035 47 48 3/23/2021 SP-55 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Evergreen Safety Council 1 12545 135th Ave. NE 2 Kirkland, WA 98034-8709 3 1-800-521-0778 4 5 The American Traffic Safety Services Association 6 15 Riverside Parkway, Suite 100 7 Fredericksburg, Virginia 22406-1022 8 Training Dept. Toll Free (877) 642-4637 9 Phone: (540) 368-1701 10 11 1-10.4 Measurement 12 13 Lump Sum Bid for Project (No Unit Items) 14 15 Section 1-10.4(1) is supplemented with the following: 16 17 (August 2, 2004) 18 The proposal contains the item "Project Temporary Traffic Control", lump sum. The provisions of 19 Section 1-10.4(1) shall apply. 20 21 DIVISION 2 22 EARTHWORK 23 24 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 25 26 2-02.1 Description 27 28 Section 2-02.1 is supplemented with the following: 29 30 (******) 31 This work shall consist of removing and disposing all items that interfere with construction. This 32 includes, but is not limited to, all pavement, sidewalks, curb, gutter, saw cutting, vegetation, and 33 other items designated on the Plans for removal. 34 35 2-02.5 Payment 36 37 Section 2-02.5 is supplemented with the following: 38 39 (******) 40 "Removal of Structures and Obstructions", per lump sum. 41 Payment for "Removal of Structures and Obstructions" shall include removal of all items shown or 42 necessary for project improvements that are not specifically covered by other bid items. 43 44 45 3/23/2021 SP-56 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 2-03 ROADWAY EXCAVATION AND EMBANKMENT 1 2 2-03.3 Construction Requirements 3 4 2-03.3(14) Disposal of Surplus Material 5 6 Section 2-03.3(14)E is supplemented with the following: 7 8 (******) 9 Unsuitable foundation excavation shall consist of the excavation and replacement of material 10 deemed unsuitable as backfill for utilities, or beneath the street cross section at locations directed 11 by the Engineer. Unsuitable materials shall be replaced with crushed surfacing top course, as 12 specified in Section 9-03.9(3). 13 14 2-03.4 Measurement 15 16 Section 2-03.4 is supplemented with the following: 17 18 (******) 19 Excavation for curbs, shall be included in the curb and gutter bid item. 20 21 Measurement for payment of "Roadway Excavation, Incl. Haul" and "Embankment Compaction", 22 shall be made on a lump sum basis. Estimated cubic yard quantities are shown below for bidding 23 purposes. 24 25 Roadway Excavation, Incl. Haul 380 cubic yards 26 Embankment Compaction 10 cubic yards 27 28 Excavation for curbs, sidewalks, and driveways shall be included in the curb, sidewalk, and 29 driveway Bid items. 30 31 2-03.5 Payment 32 33 Section 2-03.5 is supplemented with the following: 34 35 (******) 36 "Roadway Excavation, Incl. Haul", per lump sum. 37 Payment for "Roadway Excavation, Incl. Haul" shall be full pay for all earthwork and shall include 38 all excavation necessary for street construction, including haul. 39 40 "Embankment Compaction", per lump sum. 41 Payment for "Embankment Compaction" shall be full pay for all earthwork and shall include all 42 embankment necessary for street construction, including haul. 43 44 45 3/23/2021 SP-57 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 2-07 WATERING 1 2 2-07.1 Description 3 4 Section 2-07.1 is supplemented with the following: 5 6 (******) 7 The Contractor shall make necessary arrangements and shall bear the cost for power and water 8 necessary for the performance of the work, unless the Contract includes power and water as a pay 9 item. 10 11 Water for dust control, compaction of trenches, placement of crushed surfacing, pipeline flushing 12 and testing, etc. will be available at City of Pasco specified fire hydrant location. Contractor shall be 13 responsible for obtaining a hydrant meter from the City of Pasco. Flushing of dirt or debris into the 14 City storm drain system shall be prohibited. 15 16 The Contractor shall take appropriate action to control dust caused by its operations. This shall 17 include, but not be limited to, watering of exposed areas daily, cleaning of roadways as required 18 (no less than twice a week), etc. If the Contractor fails to properly control dust, the Engineer may 19 request him to do so verbally or in writing. If after four hours from this request, the Contractor has 20 not corrected the dust problem, the Contracting Agency may elect to have the corrective work 21 performed and withhold the cost from the Contractor's payments. 22 23 2-07.4 Measurement 24 25 Section 2-07.4 is removed and replaced with the following: 26 27 (******) 28 No measurement for watering shall be made. 29 30 2-07.5 Payment 31 32 Section 2-07.5 is removed and replaced with the following: 33 34 (******) 35 All cost for watering and dust control on this project shall be considered a normal part of the 36 construction project with all cost to provide watering and dust control at the sole cost of the 37 Contractor. A separate payment will not be made for all associated costs to provide water. 38 39 40 3/23/2021 SP-58 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx DIVISION 3 1 ACCEPTANCE OF AGGREGATE 2 3 3-04 ACCEPTANCE OF AGGREGATE 4 5 3-04.3 Construction Requirements 6 7 3-04.3(4) Testing Results 8 9 Section 3-04.3(4) is supplemented with the following: 10 11 (******) 12 Results will be available from the City of Pasco. 13 14 DIVISION 4 15 BASES 16 17 4-04 BALLAST AND CRUSHED SURFACING 18 19 4-04.4 Measurement 20 21 Section 4-04.4 is supplemented with the following 22 23 (******) 24 Measurement for payment of "Crushed Surfacing Top Course" and "Crushed Surfacing Base 25 Course" shall be made on a per cubic yard basis (neat line) in accordance with Section 4-04.4 of 26 the Standard Specifications, by measuring the length and width of crushed surfacing placed. 27 Thickness will be per the Plans unless otherwise approved by the Engineer. Crushed surfacing 28 under hot mix asphalt will be included in this bid item. Crushed surfacing under curbs, structures, 29 and pipe bedding shall be incidental to those items. 30 31 DIVISION 5 32 SURFACE TREATMENTS AND PAVEMENTS 33 34 5-04 Hot Mix Asphalt 35 (******) 36 37 Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 38 39 5-04.1 Description 40 This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt 41 (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, 42 grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may 43 include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA 44 processes include organic additives, chemical additives, and foaming. 45 46 3/23/2021 SP-59 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the 1 proportions specified to provide a homogeneous, stable, and workable mixture. 2 3 5-04.2 Materials 4 Materials shall meet the requirements of the following sections: 5 Asphalt Binder 9-02.1(4) 6 Cationic Emulsified Asphalt 9-02.1(6) 7 Anti-Stripping Additive 9-02.4 8 HMA Additive 9-02.5 9 Aggregates 9-03.8 10 Recycled Asphalt Pavement 9-03.8(3)B 11 Mineral Filler 9-03.8(5) 12 Recycled Material 9-03.21 13 Portland Cement 9-01 14 Sand 9-03.1(2) 15 (As noted in 5-04.3(5)C for crack sealing) 16 Joint Sealant 9-04.2 17 Foam Backer Rod 9-04.2(3)A 18 19 The Contract documents may establish that the various mineral materials required for the 20 manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the 21 documents do not establish the furnishing of any of these mineral materials by the Contracting 22 Agency, the Contractor shall be required to furnish such materials in the amounts required for the 23 designated mix. Mineral materials include coarse and fine aggregates, and mineral filler. 24 25 The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. 26 The RAP may be from pavements removed under the Contract, if any, or pavement material from 27 an existing stockpile. 28 29 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional sampling 30 or testing of the RAP. The RAP shall be sampled and tested at a frequency of one sample for every 31 1,000 tons produced and not less than ten samples per project. The asphalt content and gradation 32 test data shall be reported to the Contracting Agency when submitting the mix design for approval 33 on the QPL. The Contractor shall include the RAP as part of the mix design as defined in these 34 Specifications. 35 36 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt binder from 37 different sources is not permitted. 38 39 The Contractor may only use warm mix asphalt (WMA) processes in the production of HMA with 40 20 percent or less RAP by total weight of HMA. The Contractor shall submit to the Engineer for 41 approval the process that is proposed and how it will be used in the manufacture of HMA. 42 43 3/23/2021 SP-60 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Production of aggregates shall comply with the requirements of Section 3-01. 1 2 Preparation of stockpile site, the stockpiling of aggregates, and the removal of aggregates from 3 stockpiles shall comply with the requirements of Section 3-02. 4 5 5-04.2(1) How to Get an HMA Mix Design on the QPL 6 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List (QPL), 7 please follow the WSDOT process outlined in Standard Specification 5-04.2(1). 8 9 5-04.2(1)A Vacant 10 11 5-04.2(2) Mix Design – Obtaining Project Approval 12 No paving shall begin prior to the approval of the mix design by the Engineer. 13 14 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the 15 contract documents. 16 17 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the 18 following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, 19 and pavement repair. Other nonstructural applications of HMA accepted by commercial 20 evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by 21 commercial evaluation will be at the option of the Project Engineer. The Proposal quantity of HMA 22 that is accepted by commercial evaluation will be excluded from the quantities used in the 23 determination of nonstatistical evaluation. 24 25 Nonstatistical Mix Design. Fifteen days prior to the first day of paving the contractor shall provide 26 one of the following mix design verification certifications for Contracting Agency review; 27 28  The WSDOT Mix Design Evaluation Report from the current WSDOT QPL, or one of the mix 29 design verification certifications listed below. 30  The proposed HMA mix design on WSDOT Form 350-042 with the seal and certification 31 (stamp & sig-nature) of a valid licensed Washington State Professional Engineer. 32  The Mix Design Report for the proposed HMA mix design developed by a qualified City or 33 County laboratory that is within one year of the approval date.** 34 35 The mix design shall be performed by a lab accredited by a national authority such as Laboratory 36 Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials 37 Engineering Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply 38 evidence of participation in the AASHTO: resource proficiency sample program. 39 40 Mix designs for HMA accepted by Nonstatistical evaluation shall; 41 42  Have the aggregate structure and asphalt binder content determined in accordance with 43 WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-44 3/23/2021 SP-61 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 03.8(2), except that Hamburg testing for ruts and stripping are at the discretion of the 1 Engineer, and 9-03.8(6). 2  Have anti-strip requirements, if any, for the proposed mix design determined in 3 accordance with AASHTO T 283 or T 324, or based on historic anti-strip and aggregate 4 source compatibility from previous WSDOT lab testing. 5 6 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 months 7 from the original verification date with a certification from the Contractor that the materials and 8 sources are the same as those shown on the original mix design. 9 10 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be based on a 11 review of the Contractor's submittal of WSDOT Form 350-042 (For commercial mixes, AASHTO T 12 324 evaluation is not required) or a Mix Design from the current WSDOT QPL or from one of the 13 processes allowed by this section. Testing of the HMA by the Contracting Agency for mix design 14 approval is not required. 15 16 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design level of 17 Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 18 19 5-04.2(2)B Using Warm Mix Asphalt Processes 20 The Contractor may elect to use additives that reduce the optimum mixing temperature or serve 21 as a compaction aid for producing HMA. Additives include organic additives, chemical additives 22 and foaming processes. The use of Additives is subject to the following: 23 24  Do not use additives that reduce the mixing temperature more than allowed in Section 5-25 04.3(6) in the production of mixtures. 26  Before using additives, obtain the Engineer's approval using WSDOT Form 350-076 to 27 describe the proposed additive and process. 28 29 5-04.3 Construction Requirements 30 31 5-04.3(1) Weather Limitations 32 Do not place HMA for wearing course on any Traveled Way beginning October 1st through March 33 31st of the following year without written concurrence from the Engineer. 34 35 Do not place HMA on any wet surface, or when the average surface temperatures are less than 36 those specified below, or when weather conditions otherwise prevent the proper handling or 37 finishing of the HMA. 38 39 40 3/23/2021 SP-62 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Minimum Surface Temperature for Paving 1 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 2 5-04.3(2) Paving Under Traffic 3 When the Roadway being paved is open to traffic, the requirements of this Section shall apply. 4 5 The Contractor shall keep intersections open to traffic at all times except when paving the 6 intersection or paving across the intersection. During such time, and provided that there has been 7 an advance warning to the public, the intersection may be closed for the minimum time required 8 to place and compact the mixture. In hot weather, the Engineer may require the application of 9 water to the pavement to accelerate the finish rolling of the pavement and to shorten the time 10 required before reopening to traffic. 11 12 Before closing an intersection, advance warning signs shall be placed and signs shall also be placed 13 marking the detour or alternate route. 14 15 During paving operations, temporary pavement markings shall be maintained throughout the 16 project. Temporary pavement markings shall be installed on the Roadway prior to opening to 17 traffic. Temporary pavement markings shall be in accordance with Section 8-23. 18 19 All costs in connection with performing the Work in accordance with these requirements, except 20 the cost of temporary pavement markings, shall be included in the unit Contract prices for the 21 various Bid items involved in the Contract. 22 23 5-04.3(3) Equipment 24 25 5-04.3(3)A Mixing Plant 26 Plants used for the preparation of HMA shall conform to the following requirements: 27 28 1. Equipment for Preparation of Asphalt Binder – Tanks for the storage of asphalt binder 29 shall be equipped to heat and hold the material at the required temperatures. The heating 30 shall be accomplished by steam coils, electricity, or other approved means so that no 31 flame shall be in contact with the storage tank. The circulating system for the asphalt 32 binder shall be designed to ensure proper and continuous circulation during the operating 33 period. A valve for the purpose of sampling the asphalt binder shall be placed in either the 34 storage tank or in the supply line to the mixer. 35 2. Thermometric Equipment – An armored thermometer, capable of detecting temperature 36 ranges expected in the HMA mix, shall be fixed in the asphalt binder feed line at a location 37 near the charging valve at the mixer unit. The thermometer location shall be convenient 38 and safe for access by Inspectors. The plant shall also be equipped with an approved dial-39 3/23/2021 SP-63 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx scale thermometer, a mercury actuated thermometer, an electric pyrometer, or another 1 approved thermometric instrument placed at the discharge chute of the drier to 2 automatically register or indicate the temperature of the heated aggregates. This device 3 shall be in full view of the plant operator. 4 3. Heating of Asphalt Binder – The temperature of the asphalt binder shall not exceed the 5 maximum recommended by the asphalt binder manufacturer nor shall it be below the 6 minimum temperature required to maintain the asphalt binder in a homogeneous state. 7 The asphalt binder shall be heated in a manner that will avoid local variations in heating. 8 The heating method shall provide a continuous supply of asphalt binder to the mixer at a 9 uniform average temperature with no individual variations exceeding 25°F. Also, when a 10 WMA additive is included in the asphalt binder, the temperature of the asphalt binder 11 shall not exceed the maximum recommended by the manufacturer of the WMA additive. 12 4. Sampling and Testing of Mineral Materials – The HMA plant shall be equipped with a 13 mechanical sampler for the sampling of the mineral materials. The mechanical sampler 14 shall meet the requirements of Section 1-05.6 for the crushing and screening operation. 15 The Contractor shall provide for the setup and operation of the field testing facilities of 16 the Contracting Agency as provided for in Section 3-01.2(2). 17 5. Sampling HMA – The HMA plant shall provide for sampling HMA by one of the following 18 methods: 19 a. A mechanical sampling device attached to the HMA plant. 20 b. Platforms or devices to enable sampling from the hauling vehicle without 21 entering the hauling vehicle. 22 23 5-04.3(3)B Hauling Equipment 24 Trucks used for hauling HMA shall have tight, clean, smooth metal beds and shall have a cover of 25 canvas or other suitable material of sufficient size to protect the mixture from adverse weather. 26 Whenever the weather conditions during the work shift include, or are forecast to include, 27 precipitation or an air temperature less than 45°F or when time from loading to unloading exceeds 28 30 minutes, the cover shall be securely attached to protect the HMA. 29 30 The contractor shall provide an environmentally benign means to prevent the HMA mixture from 31 adhering to the hauling equipment. Excess release agent shall be drained prior to filling hauling 32 equipment with HMA. Petroleum derivatives or other coating material that contaminate or alter 33 the characteristics of the HMA shall not be used. For live bed trucks, the conveyer shall be in 34 operation during the process of applying the release agent. 35 36 5-04.3(3)C Pavers 37 HMA pavers shall be self-contained, power-propelled units, provided with an internally heated 38 vibratory screed and shall be capable of spreading and finishing courses of HMA plant mix 39 material in lane widths required by the paving section shown in the Plans. 40 41 The HMA paver shall be in good condition and shall have the most current equipment available 42 from the manufacturer for the prevention of segregation of the HMA mixture installed, in good 43 condition, and in working order. The equipment certification shall list the make, model, and year 44 of the paver and any equipment that has been retrofitted. 45 46 The screed shall be operated in accordance with the manufacturer's recommendations and shall 47 effectively produce a finished surface of the required evenness and texture without tearing, 48 3/23/2021 SP-64 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx shoving, segregating, or gouging the mixture. A copy of the manufacturer's recommendations 1 shall be provided upon request by the Contracting Agency. Extensions will be allowed provided 2 they produce the same results, including ride, density, and surface texture as obtained by the 3 primary screed. Extensions without augers and an internally heated vibratory screed shall not be 4 used in the Traveled Way. 5 6 When specified in the Contract, reference lines for vertical control will be required. Lines shall be 7 placed on both outer edges of the Traveled Way of each Roadway. Horizontal control utilizing the 8 reference line will be permitted. The grade and slope for intermediate lanes shall be controlled 9 automatically from reference lines or by means of a mat referencing device and a slope control 10 device. When the finish of the grade prepared for paving is superior to the established tolerances 11 and when, in the opinion of the Engineer, further improvement to the line, grade, cross-section, 12 and smoothness can best be achieved without the use of the reference line, a mat referencing 13 device may be substituted for the reference line. Substitution of the device will be subject to the 14 continued approval of the Engineer. A joint matcher may be used subject to the approval of the 15 Engineer. The reference line may be removed after the completion of the first course of HMA 16 when approved by the Engineer. Whenever the Engineer determines that any of these methods 17 are failing to provide the necessary vertical control, the reference lines will be reinstalled by the 18 Contractor. 19 20 The Contractor shall furnish and install all pins, brackets, tensioning devices, wire, and accessories 21 necessary for satisfactory operation of the automatic control equipment. 22 23 If the paving machine in use is not providing the required finish, the Engineer may suspend Work 24 as allowed by Section 1-08.6. Any cleaning or solvent type liquids spilled on the pavement shall be 25 thoroughly removed before paving proceeds. 26 27 5-04.3(3)D Material Transfer Device or Material Transfer Vehicle 28 A Material Transfer Device/Vehicle (MTD/V) shall only be used with the Engineer's approval, 29 unless other-wise required by the contract. 30 31 Where an MTD/V is required by the contract, the Engineer may approve paving without an 32 MTD/V, at the request of the Contractor. The Engineer will determine if an equitable adjustment 33 in cost or time is due. 34 35 When used, the MTD/V shall mix the HMA after delivery by the hauling equipment and prior to 36 laydown by the paving machine. Mixing of the HMA shall be sufficient to obtain a uniform 37 temperature throughout the mixture. If a windrow elevator is used, the length of the windrow 38 may be limited in urban areas or through intersections, at the discretion of the Engineer. 39 40 To be approved for use, an MTV: 41 42 1. Shall be self-propelled vehicle, separate from the hauling vehicle or paver. 43 2. Shall not be connected to the hauling vehicle or paver. 44 3. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 45 4. Shall mix the HMA after delivery by the hauling equipment and prior to placement into 46 the paving machine. 47 5. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 48 3/23/2021 SP-65 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx To be approved for use, an MTD: 1 2 1. Shall be positively connected to the paver. 3 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 4 3. Shall mix the HMA after delivery by the hauling equipment and prior to placement into 5 the paving machine. 6 4. Shall mix the HMA sufficiently to obtain a uniform temperature throughout the mixture. 7 8 5-04.3(3)E Rollers 9 Rollers shall be of the steel wheel, vibratory, oscillatory, or pneumatic tire type, in good condition 10 and capable of reversing without backlash. Operation of the roller shall be in accordance with the 11 manufacturer's recommendations. When ordered by the Engineer for any roller planned for use 12 on the project, the Contractor shall provide a copy of the manufacturer's recommendation for the 13 use of that roller for compaction of HMA. The number and weight of rollers shall be sufficient to 14 compact the mixture in compliance with the requirements of Section 5-04.3(10). The use of 15 equipment that results in crushing of the aggregate will not be permitted. Rollers producing 16 pickup, washboard, uneven compaction of the surface, displacement of the mixture or other 17 undesirable results shall not be used. 18 19 5-04.3(4) Vacant 20 21 5-04.3(4)A Vacant 22 23 5-04.3(4)B Vacant 24 25 5-04.3(4)C Vacant 26 27 5-04.3(5) Producing/Stockpiling Aggregates and RAP 28 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. Sufficient 29 storage space shall be provided for each size of aggregate and RAP. Materials shall be removed 30 from stockpile(s) in a manner to ensure minimal segregation when being moved to the HMA plant 31 for processing into the final mixture. Different aggregate sizes shall be kept separated until they 32 have been delivered to the HMA plant. 33 34 5-04.3(5)A Vacant 35 36 5-04.3(6) Mixing 37 After the required amount of mineral materials, asphalt binder, recycling agent and anti-stripping 38 additives have been introduced into the mixer the HMA shall be mixed until complete and uniform 39 coating of the particles and thorough distribution of the asphalt binder throughout the mineral 40 materials is ensured. 41 42 When discharged, the temperature of the HMA shall not exceed the optimum mixing temperature 43 by more than 25°F as shown on the reference mix design report or as approved by the Engineer. 44 Also, when a WMA additive is included in the manufacture of HMA, the discharge temperature of 45 the HMA shall not exceed the maximum recommended by the manufacturer of the WMA additive. 46 A maximum water content of 2 percent in the mix, at discharge, will be allowed providing the 47 3/23/2021 SP-66 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx water causes no problems with handling, stripping, or flushing. If the water in the HMA causes any 1 of these problems, the moisture content shall be reduced as directed by the Engineer. 2 3 Storing or holding of the HMA in approved storage facilities will be permitted with approval of the 4 Engineer, but in no event shall the HMA be held for more than 24 hours. HMA held for more than 5 24 hours after mixing shall be rejected. Rejected HMA shall be disposed of by the Contractor at no 6 expense to the Contracting Agency. The storage facility shall have an accessible device located at 7 the top of the cone or about the third point. The device shall indicate the amount of material in 8 storage. No HMA shall be accepted from the storage facility when the HMA in storage is below the 9 top of the cone of the storage facility, except as the storage facility is being emptied at the end of 10 the working shift. 11 12 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior to entering 13 the mixer so that a uniform and thoroughly mixed HMA is produced. If there is evidence of the 14 recycled asphalt pavement not breaking down during the heating and mixing of the HMA, the 15 Contractor shall immediately suspend the use of the RAP until changes have been approved by the 16 Engineer. After the required amount of mineral materials, RAP, new asphalt binder and asphalt 17 rejuvenator have been introduced into the mixer the HMA shall be mixed until complete and 18 uniform coating of the particles and thorough distribution of the asphalt binder throughout the 19 mineral materials, and RAP is ensured. 20 21 5-04.3(7) Spreading and Finishing 22 The mixture shall be laid upon an approved surface, spread, and struck off to the grade and 23 elevation established. HMA pavers complying with Section 5-04.3(3) shall be used to distribute the 24 mixture. Unless otherwise directed by the Engineer, the nominal compacted depth of any layer of 25 any course shall not exceed the following: 26 27 HMA Class 1" 0.35 feet 28 HMA Class ¾" and HMA Class ½" 29 wearing course 0.30 feet 30 other courses 0.35 feet 31 HMA Class ⅜" 0.15 feet 32 33 On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and 34 finishing equipment impractical, the paving may be done with other equipment or by hand. 35 When more than one JMF is being utilized to produce HMA, the material produced for each JMF 36 shall be placed by separate spreading and compacting equipment. The intermingling of HMA 37 produced from more than one JMF is prohibited. Each strip of HMA placed during a work shift 38 shall conform to a single JMF established for the class of HMA specified unless there is a need to 39 make an adjustment in the JMF. 40 41 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 42 For HMA accepted by nonstatistical evaluation the aggregate properties of sand equivalent, 43 uncompacted void content and fracture will be evaluated in accordance with Section 3-04. 44 Sampling and testing of aggregates for HMA accepted by commercial evaluation will be at the 45 option of the Engineer. 46 47 48 3/23/2021 SP-67 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 5-04.3(9) HMA Mixture Acceptance 1 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation. 2 3 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial Evaluation is 4 specified. 5 6 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in the 7 following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, 8 temporary pavement, and pavement repair. Other nonstructural applications of HMA accepted by 9 commercial evaluation shall be as approved by the Engineer. Sampling and testing of HMA 10 accepted by commercial evaluation will be at the option of the Engineer. 11 12 The mix design will be the initial JMF for the class of HMA. The Contractor may request a change 13 in the JMF. Any adjustments to the JMF will require the approval of the Engineer and may be 14 made in accordance with this section. 15 16 HMA Tolerances and Adjustments 17 1. Job Mix Formula Tolerances – The constituents of the mixture at the time of acceptance 18 shall be within tolerance. The tolerance limits will be established as follows: 19 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined by 20 adding the tolerances below to the approved JMF values. These values will also be 21 the Upper Specification Limit (USL) and Lower Specification Limit (LSL) required in 22 Section 1-06.2(2)D2 23 Property Non-Statistical Evaluation Commercial Evaluation Asphalt Binder +/- 0.5% +/- 0.7% Air Voids, Va 2.5% min. and 5.5% max N/A For Aggregates in the mixture: 24 a. First, determine preliminary upper and lower acceptance limits by applying the following 25 tolerances to the approved JMF. 26 Aggregate Percent Passing Non-Statistical Evaluation Commercial Evaluation 1", ¾", ½", and 3/8" sieves +/- 6% +/- 8% No. 4 sieve +/-6% +/- 8% No. 8 Sieve +/- 6% +/-8% No. 200 sieve +/- 2.0% +/- 3.0% b. Second, adjust the preliminary upper and lower acceptance limits determined from 27 step (a) the minimum amount necessary so that none of the aggregate properties are 28 outside the control points in Section 9-03.8(6). The resulting values will be the upper 29 and lower acceptance limits for aggregates, as well as the USL and LSL required in 30 Section 1-06.2(2)D2. 31 2. Job Mix Formula Adjustments – An adjustment to the aggregate gradation or asphalt 32 binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will 33 only be considered if the change produces material of equal or better quality and may 34 require the development of a new mix design if the adjustment exceeds the amounts 35 listed below. 36 a. Aggregates –2 percent for the aggregate passing the 1½″, 1″, ¾″, ½″, ⅜″, and the No. 4 37 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0.5 percent for the 38 3/23/2021 SP-68 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx aggregate passing the No. 200 sieve. The adjusted JMF shall be within the range of the 1 control points in Section 9-03.8(6). 2 b. Asphalt Binder Content – The Engineer may order or approve changes to asphalt 3 binder content. The maximum adjustment from the approved mix design for the 4 asphalt binder content shall be 0.3 percent 5 6 5-04.3(9)A Vacant 7 8 5-04.3(9)B Vacant 9 10 5-04.3(9)C Mixture Acceptance – Nonstatistical Evaluation 11 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the Contracting 12 Agency by dividing the HMA tonnage into lots. 13 14 5-04.3(9)C1 Mixture Nonstatistical Evaluation – Lots and Sublots 15 A lot is represented by randomly selected samples of the same mix design that will be tested for 16 acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix 17 Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production 18 or 800 tons, whichever is less except that the final sublot will be a minimum of 400 tons and may 19 be increased to 1200 tons. 20 21 All of the test results obtained from the acceptance samples from a given lot shall be evaluated 22 collectively. If the Contractor requests a change to the JMF that is approved, the material 23 produced after the change will be evaluated on the basis of the new JMF for the remaining sublots 24 in the current lot and for acceptance of subsequent lots. For a lot in progress with a CPF less than 25 0.75, a new lot will begin at the Contractor's request after the Engineer is satisfied that material 26 conforming to the Specifications can be produced. 27 28 Sampling and testing for evaluation shall be performed on the frequency of one sample per 29 sublot. 30 31 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling 32 Samples for acceptance testing shall be obtained by the Contractor when ordered by the 33 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer and in 34 accordance with AASH-TO T 168. A minimum of three samples should be taken for each class of 35 HMA placed on a project. If used in a structural application, at least one of the three samples shall 36 to be tested. 37 38 Sampling and testing HMA in a Structural application where quantities are less than 400 tons is at 39 the discretion of the Engineer. 40 41 For HMA used in a structural application and with a total project quantity less than 800 tons but 42 more than 400 tons, a minimum of one acceptance test shall be performed. In all cases, a 43 minimum of 3 samples will be obtained at the point of acceptance, a minimum of one of the three 44 samples will be tested for conformance to the JMF: 45 46  If the test results are found to be within specification requirements, additional testing will 47 be at the Engineer's discretion. 48 3/23/2021 SP-69 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx  If test results are found not to be within specification requirements, additional testing of 1 the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 2 3 5-04.3(9)C3 Mixture Nonstatistical Evaluation – Acceptance Testing 4 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If tested, 5 compliance of Va will use WSDOT SOP 731. 6 7 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. 8 9 Testing for compliance of gradation will be by FOP for WAQTC T 27/T 11. 10 11 5-04.3(9)C4 Mixture Nonstatistical Evaluation – Pay Factors 12 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting Agency will 13 determine a Composite Pay Factor (CPF) using the following price adjustment factors: 14 15 Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1½″, 1″, ¾″, ½″, ⅜″ and No.4 sieves 2 All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 16 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling 17 within the tolerance limits of the job mix formula shall be accepted at the unit Contract price with 18 no further evaluation. When one or more constituents fall outside the nonstatistical tolerance 19 limits in the Job Mix Formula shown in Table of Price Adjustment Factors, the lot shall be 20 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical 21 tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. 22 When less than three sublots exist, backup samples of the existing sublots or samples from the 23 Roadway shall be tested to provide a minimum of three sets of results for evaluation. 24 25 5-04.3(9)C5 Vacant 26 27 5-04.3(9)C6 Mixture Nonstatistical Evaluation – Price Adjustments 28 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated CPF is less 29 than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The NCMF equals the 30 algebraic difference of CPF minus 1.00 multiplied by 60 percent. The total job mix compliance 31 price adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in 32 tons, and the unit Contract price per ton of mix. 33 34 3/23/2021 SP-70 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx If a constituent is not measured in accordance with these Specifications, its individual pay factor 1 will be considered 1.00 in calculating the Composite Pay Factor (CPF). 2 3 5-04.3(9)C7 Mixture Nonstatistical Evaluation - Retests 4 The Contractor may request a sublot be retested. To request a retest, the Contractor shall submit 5 a written request within 7 calendar days after the specific test results have been received. A split 6 of the original acceptance sample will be retested. The split of the sample will not be tested with 7 the same tester that ran the original acceptance test. The sample will be tested for a complete 8 gradation analysis, asphalt binder content, and, at the option of the agency, Va. The results of the 9 retest will be used for the acceptance of the HMA in place of the original sublot sample test 10 results. The cost of testing will be deducted from any monies due or that may come due the 11 Contractor under the Contract at the rate of $500 per sample. 12 13 5-04.3 (9)D Vacant 14 15 5-04.3(10) HMA Compaction Acceptance 16 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including lanes for 17 intersections, ramps, truck climbing, weaving, and speed change, and having a specified 18 compacted course thickness greater than 0.10-foot, shall be compacted to a specified level of 19 relative density. The specified level of relative density shall be a Composite Pay Factor (CPF) of not 20 less than 0.75 when evaluated in accordance with Section 1-06.2, using a LSL of 92.0 (minimum of 21 92 percent of the maximum density). The maximum density shall be determined by WSDOT FOP 22 for AASHTO T 729. The specified level of density attained will be determined by the evaluation of 23 the density of the pavement. The density of the pavement shall be determined in accordance with 24 WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of the 25 Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using cores to 26 determine density. 27 28 Tests for the determination of the pavement density will be taken in accordance with the required 29 procedures for measurement by a nuclear density gauge or roadway cores after completion of the 30 finish rolling. 31 32 If the Contracting Agency uses a nuclear density gauge to determine density the test procedures 33 FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the mix is placed and prior to 34 opening to traffic. 35 36 Roadway cores for density may be obtained by either the Contracting Agency or the Contractor in 37 accordance with WSDOT SOP 734. The core diameter shall be 4-inches minimum, unless otherwise 38 approved by the Engineer. Roadway cores will be tested by the Contracting Agency in accordance 39 with WSDOT FOP for AASHTO T 166. 40 41 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 42 Contractor in the presence of the Engineer on the same day the mix is placed and at locations 43 designated by the Engineer. If the Contract does not include the Bid item "Roadway Core" the 44 Contracting Agency will obtain the cores. 45 46 For a lot in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request 47 after the Engineer is satisfied that material conforming to the Specifications can be produced. 48 3/23/2021 SP-71 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx HMA mixture accepted by commercial evaluation and HMA constructed under conditions other 1 than those listed above shall be compacted on the basis of a test point evaluation of the 2 compaction train. The test point evaluation shall be performed in accordance with instructions 3 from the Engineer. The number of passes with an approved compaction train, required to attain 4 the maximum test point density, shall be used on all subsequent paving. 5 6 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleveling wheel 7 rutting shall be compacted with a pneumatic tire roller unless otherwise approved by the 8 Engineer. 9 10 Test Results 11 For a sublot that has been tested with a nuclear density gauge that did not meet the minimum of 12 92 percent of the reference maximum density in a compaction lot with a CPF below 1.00 and thus 13 subject to a price reduction or rejection, the Contractor may request that a core be used for 14 determination of the relative density of the sublot. The relative density of the core will replace the 15 relative density determined by the nuclear density gauge for the sublot and will be used for 16 calculation of the CPF and acceptance of HMA compaction lot. 17 18 When cores are taken by the Contracting Agency at the request of the Contractor, they shall be 19 requested by noon of the next workday after the test results for the sublot have been provided or 20 made available to the Contractor. Core locations shall be outside of wheel paths and as 21 determined by the Engineer. Traffic control shall be provided by the Contractor as requested by 22 the Engineer. Failure by the Contractor to provide the requested traffic control will result in 23 forfeiture of the request for cores. When the CPF for the lot based on the results of the HMA 24 cores is less than 1.00, the cost for the coring will be deducted from any monies due or that may 25 become due the Contractor under the Contract at the rate of $200 per core and the Contractor 26 shall pay for the cost of the traffic control. 27 28 5-04.3(10)A HMA Compaction – General Compaction Requirements 29 Compaction shall take place when the mixture is in the proper condition so that no undue 30 displacement, cracking, or shoving occurs. Areas inaccessible to large compaction equipment shall 31 be compacted by other mechanical means. Any HMA that becomes loose, broken, contaminated, 32 shows an excess or deficiency of asphalt, or is in any way defective, shall be removed and replaced 33 with new hot mix that shall be immediately compacted to conform to the surrounding area. 34 35 The type of rollers to be used and their relative position in the compaction sequence shall 36 generally be the Contractor's option, provided the specified densities are attained. Unless the 37 Engineer has approved otherwise, rollers shall only be operated in the static mode when the 38 internal temperature of the mix is less than 175°F. Regardless of mix temperature, a roller shall 39 not be operated in a mode that results in checking or cracking of the mat. Rollers shall only be 40 operated in static mode on bridge decks. 41 42 5-04.3(10)B HMA Compaction – Cyclic Density 43 Low cyclic density areas are defined as spots or streaks in the pavement that are less than 90 44 percent of the theoretical maximum density. At the Engineer's discretion, the Engineer may 45 evaluate the HMA pavement for low cyclic density, and when doing so will follow WSDOT SOP 46 733. A $500 Cyclic Density Price Adjustment will be assessed for any 500-foot section with two or 47 more density readings below 90 percent of the theoretical maximum density. 48 3/23/2021 SP-72 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 5-04.3(10)C Vacant 1 2 5-04.3(10)D HMA Nonstatistical Compaction 3 4 5-04.3(10)D1 HMA Nonstatistical Compaction – Lots and Sublots 5 HMA compaction which is accepted by nonstatistical evaluation will be based on acceptance 6 testing performed by the Contracting Agency dividing the project into compaction lots. 7 8 A lot is represented by randomly selected samples of the same mix design that will be tested for 9 acceptance. A lot is defined as the total quantity of material or work produced for each Job Mix 10 Formula placed. Only one lot per JMF is expected. A sublot shall be equal to one day's production 11 or 400 tons, whichever is less except that the final sublot will be a minimum of 200 tons and may 12 be increased to 800 tons. Testing for compaction will be at the rate of 5 tests per sublot per 13 WSDOT T 738. 14 15 The sublot locations within each density lot will be determined by the Engineer. For a lot in 16 progress with a CPF less than 0.75, a new lot will begin at the Contractor's request after the 17 Engineer is satisfied that material conforming to the Specifications can be produced. 18 19 5-04.3(10)D2 HMA Compaction Nonstatistical Evaluation – Acceptance Testing 20 The location of the HMA compaction acceptance tests will be randomly selected by the Engineer 21 from within each sublot, with one test per sublot. 22 23 5-04.3(10)D3 HMA Nonstatistical Compaction – Price Adjustments 24 For each compaction lot with one or two sublots, having all sublots attain a relative density that is 25 92 percent of the reference maximum density the HMA shall be accepted at the unit Contract 26 price with no further evaluation. When a sublot does not attain a relative density that is 92 27 percent of the reference maximum density, the lot shall be evaluated in accordance with Section 28 1-06.2 to determine the appropriate CPF. The maximum CPF shall be 1.00, however, lots with a 29 calculated CPF in excess of 1.00 will be used to offset lots with CPF values below 1.00 but greater 30 than 0.90. Lots with CPF lower than 0.90 will be evaluated for compliance per 5-04.3(11). 31 Additional testing by either a nuclear moisture-density gauge or cores will be completed as 32 required to provide a minimum of three tests for evaluation. 33 34 For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) will be 35 determined. The NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. 36 The Compaction Price Adjustment will be calculated as the product of CPF, the quantity of HMA in 37 the compaction control lot in tons, and the unit Contract price per ton of mix. 38 39 5-04.3(11) Reject Work 40 41 5-04.3(11)A Reject Work General 42 Work that is defective or does not conform to Contract requirements shall be rejected. The 43 Contractor may propose, in writing, alternatives to removal and replacement of rejected material. 44 Acceptability of such alternative proposals will be determined at the sole discretion of the 45 Engineer. HMA that has been rejected is subject to the requirements in Section 1-06.2(2) and this 46 specification, and the Contractor shall submit a corrective action proposal to the Engineer for 47 approval. 48 3/23/2021 SP-73 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 5-04.3(11)B Rejection by Contractor 1 The Contractor may, prior to sampling, elect to remove any defective material and replace it with 2 new material. Any such new material will be sampled, tested, and evaluated for acceptance. 3 4 5-04.3(11)C Rejection Without Testing (Mixture or Compaction) 5 The Engineer may, without sampling, reject any batch, load, or section of Roadway that appears 6 defective. Material rejected before placement shall not be incorporated into the pavement. Any 7 rejected section of Roadway shall be removed. 8 9 No payment will be made for the rejected materials or the removal of the materials unless the 10 Contractor requests that the rejected material be tested. If the Contractor elects to have the 11 rejected material tested, a minimum of three representative samples will be obtained and tested. 12 Acceptance of rejected material will be based on conformance with the nonstatistical acceptance 13 Specification. If the CPF for the rejected material is less than 0.75, no payment will be made for 14 the rejected material; in addition, the cost of sampling and testing shall be borne by the 15 Contractor. If the CPF is greater than or equal to 0.75, the cost of sampling and testing will be 16 borne by the Contracting Agency. If the material is rejected before placement and the CPF is 17 greater than or equal to 0.75, compensation for the rejected material will be at a CPF of 0.75. If 18 rejection occurs after placement and the CPF is greater than or equal to 0.75, compensation for 19 the rejected material will be at the calculated CPF with an addition of 25 percent of the unit 20 Contract price added for the cost of removal and disposal. 21 22 5-04.3(11)D Rejection - A Partial Sublot 23 In addition to the random acceptance sampling and testing, the Engineer may also isolate from a 24 normal sublot any material that is suspected of being defective in relative density, gradation or 25 asphalt binder content. Such isolated material will not include an original sample location. A 26 minimum of three random samples of the suspect material will be obtained and tested. The 27 material will then be statistically evaluated as an independent lot in accordance with Section 1-28 06.2(2). 29 30 5-04.3(11)E Rejection - An Entire Sublot 31 An entire sublot that is suspected of being defective may be rejected. When a sublot is rejected a 32 minimum of two additional random samples from this sublot will be obtained. These additional 33 samples and the original sublot will be evaluated as an independent lot in accordance with Section 34 1-06.2(2). 35 36 5-04.3(11)F Rejection - A Lot in Progress 37 The Contractor shall shut down operations and shall not resume HMA placement until such time 38 as the Engineer is satisfied that material conforming to the Specifications can be produced: 39 40 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and the 41 Contractor is taking no corrective action, or 42 2. When the Pay Factor (PF) for any constituent of a lot in progress drops below 0.95 and the 43 Contractor is taking no corrective action, or 44 3. When either the PFi for any constituent or the CPF of a lot in progress is less than 0.75. 45 46 5-04.3(11)G Rejection - An Entire Lot (Mixture or Compaction) 47 An entire lot with a CPF of less than 0.75 will be rejected. 48 3/23/2021 SP-74 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 5-04.3(12) Joints 1 2 5-04.3(12)A HMA Joints 3 4 5-04.3(12)A1 Transverse Joints 5 The Contractor shall conduct operations such that the placing of the top or wearing course is a 6 continuous operation or as close to continuous as possible. Unscheduled transverse joints will be 7 allowed and the roller may pass over the unprotected end of the freshly laid mixture only when 8 the placement of the course must be discontinued for such a length of time that the mixture will 9 cool below compaction temperature. When the Work is resumed, the previously compacted 10 mixture shall be cut back to produce a slightly beveled edge for the full thickness of the course. 11 12 A temporary wedge of HMA constructed on a 20H:1V shall be constructed where a transverse 13 joint as a result of paving or planing is open to traffic. The HMA in the temporary wedge shall be 14 separated from the permanent HMA by strips of heavy wrapping paper or other methods 15 approved by the Engineer. The wrapping paper shall be removed and the joint trimmed to a 16 slightly beveled edge for the full thickness of the course prior to resumption of paving. 17 The material that is cut away shall be wasted and new mix shall be laid against the cut. Rollers or 18 tamping irons shall be used to seal the joint. 19 20 5-04.3(12)A2 Longitudinal Joints 21 The longitudinal joint in any one course shall be offset from the course immediately below by not 22 more than 6 inches nor less than 2 inches. All longitudinal joints constructed in the wearing course 23 shall be located at a lane line or an edge line of the Traveled Way. A notched wedge joint shall be 24 constructed along all longitudinal joints in the wearing surface of new HMA unless otherwise 25 approved by the Engineer. The notched wedge joint shall have a vertical edge of not less than the 26 maximum aggregate size or more than ½ of the compacted lift thickness and then taper down on 27 a slope not steeper than 4H:1V. The sloped portion of the HMA notched wedge joint shall be 28 uniformly compacted. 29 30 5-04.3(12)B Vacant 31 32 5-04.3(13) Surface Smoothness 33 The completed surface of all courses shall be of uniform texture, smooth, uniform as to crown and 34 grade, and free from defects of all kinds. The completed surface of the wearing course shall not 35 vary more than ⅛ inch from the lower edge of a 10-foot straightedge placed on the surface 36 parallel to the centerline. The transverse slope of the completed surface of the wearing course 37 shall vary not more than ¼ inch in 10 feet from the rate of transverse slope shown in the Plans. 38 39 When deviations in excess of the above tolerances are found that result from a high place in the 40 HMA, the pavement surface shall be corrected by one of the following methods: 41 42 1. Removal of material from high places by grinding with an approved grinding machine, or 43 2. Removal and replacement of the wearing course of HMA, or 44 3. By other method approved by the Engineer. 45 46 Correction of defects shall be carried out until there are no deviations anywhere greater than the 47 allowable tolerances. 48 3/23/2021 SP-75 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Deviations in excess of the above tolerances that result from a low place in the HMA and 1 deviations resulting from a high place where corrective action, in the opinion of the Engineer, will 2 not produce satisfactory results will be accepted with a price adjustment. The Engineer shall 3 deduct from monies due or that may become due to the Contractor the sum of $500.00 for each 4 and every section of single traffic lane 100 feet in length in which any excessive deviations 5 described above are found. 6 7 When utility appurtenances such as manhole covers and valve boxes are located in the traveled 8 way, the utility appurtenances shall be adjusted to the finished grade prior to paving. This 9 requirement may be waived when requested by the Contractor, at the discretion of the Engineer 10 or when the adjustment details provided in the project plan or specifications call for utility 11 appurtenance adjustments after the completion of paving. 12 13 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning (5-14 04.3(14)B3). Submit a written request to waive this requirement to the Engineer prior to the start 15 of paving. 16 17 5-04.3(14) Vacant 18 19 5-04.3(14)A Vacant 20 21 5-04.3(14)B Paving Under Traffic 22 23 5-04.3(14)B1 General 24 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 1-10, 25 and unless the Contract specifies otherwise or the Engineer approves, the Contractor must comply 26 with the following: 27 28 1. Intersections: 29 a. Keep intersections open to traffic at all times, except when paving operations through 30 an intersection requires closure. Such closure must be kept to the minimum time 31 required to place and compact the HMA mixture as appropriate. For paving, schedule 32 such closure to individual lanes or portions thereof that allows the traffic volumes and 33 schedule of traffic volumes required in the approved traffic control plan. Schedule work 34 so that adjacent intersections are not impacted at the same time and comply with the 35 traffic control restrictions required by the Traffic Engineer. Each individual intersection 36 closure or partial closure, must be addressed in the traffic control plan, which must be 37 submitted to and accepted by the Engineer, see Section 1-10.2(2). 38 b. When paving and related construction must occur in an intersection, consider 39 scheduling and sequencing such work into quarters of the intersection, or half or more of 40 an intersection with side street detours. Be prepared to sequence the work to individual 41 lanes or portions thereof. 42 c. Should closure of the intersection in its entirety be necessary, and no trolley service is 43 impacted, keep such closure to the minimum time required to place and compact the 44 HMA mixture, plane, remove asphalt, tack coat, and as needed. 45 d. Any work in an intersection requires advance warning in both signage and a number 46 of Working Days advance notice as determined by the Engineer, to alert traffic and 47 emergency services of the intersection closure or partial closure. 48 3/23/2021 SP-76 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx e. Allow new compacted HMA asphalt to cool to ambient temperature before any traffic 1 is allowed on it. Traffic is not allowed on newly placed asphalt until approval has been 2 obtained from the Engineer. 3 2. Temporary centerline marking, post-paving temporary marking, temporary stop bars, 4 and maintaining temporary pavement marking must comply with Section 8-23. 5 3. Permanent pavement marking must comply with Section 8-22. 6 7 5-04.3(14)B2 Submittals –HMA Paving Plan 8 The Contractor must submit a paving plan to the Engineer at least 5 Working Days in advance of 9 each operation's activity start date. These plans must show how the moving operation and traffic 10 control are coordinated, as they will be discussed at the pre-paving briefing. When requested by 11 the Engineer, the Contractor must provide each operation's traffic control plan on 24 x 36 inch or 12 larger size Shop Drawings with a scale showing both the area of operation and sufficient detail of 13 traffic beyond the area of operation where detour traffic may be required. The scale on the Shop 14 Drawings is 1 inch = 20 feet, which may be changed if the Engineer agrees sufficient detail is 15 shown. 16 17 The paving operation includes, but is not limited to, metal detection, removal of asphalt and 18 temporary asphalt of any kind, tack coat and drying, staging of supply trucks, paving trains, rolling, 19 scheduling, and as may be discussed at the briefing. 20 21 When intersections will be partially or totally blocked, provide adequately sized and noticeable 22 signage alerting traffic of closures to come, a minimum 2 Working Days in advance. The traffic 23 control plan must show where police officers will be stationed when signalization is or may be, 24 countermanded, and show areas where flaggers are proposed. 25 26 At a minimum, the paving plan must include: 27 28 1. A copy of the accepted traffic control plan, see Section 1-10.2(2), detailing each day's 29 traffic control as it relates to the specific requirements of that day's paving. Briefly 30 describe the sequencing of traffic control consistent with the proposed paving sequence, 31 and scheduling of placement of temporary pavement markings and channelizing devices 32 after each day's paving. 33 2. A copy of each intersection's traffic control plan. 34 3. Haul routes from Supplier facilities, and locations of temporary parking and staging areas, 35 including return routes. Describe the complete round trip as it relates to the sequencing 36 of paving operations. 37 4. Names and locations of HMA Supplier facilities to be used. 38 5. List of all equipment to be used for paving. 39 6. List of personnel and associated job classification assigned to each piece of paving 40 equipment. 41 7. Description (geometric or narrative) of the scheduled sequence of paving, and intended 42 area of paving for each day's work, must include the directions of proposed paving, 43 sequence of adjacent lane paving, sequence of skipped lane paving, intersection paving 44 scheduling and sequencing, and proposed notifications and coordination to be timely 45 made. The plan must show HMA joints relative to the final pavement marking lane lines. 46 8. Names, job titles, and contact information for field, office, and plant supervisory 47 personnel. 48 3/23/2021 SP-77 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 9. A copy of the approved Mix Designs. 1 10. Tonnage of HMA to be placed each day. 2 11. Approximate times and days for starting and ending daily operations. 3 4 5-04.3(14)B3 Pre-Paving Briefing 5 At least 2 Working Days before the first paving operation, or as scheduled by the Engineer for 6 future paving operations to ensure the Contractor has adequately prepared for notifying and 7 coordinating as required in the Contract, the Contractor must be prepared to discuss that day's 8 operations as they relate to other entities and to public safety and convenience, including 9 driveway and business access, garbage truck operations, Metro transit operations and working 10 around energized overhead wires, school and nursing home and hospital and other accesses, 11 other contractors who may be operating in the area, pedestrian and bicycle traffic, and 12 emergency services. The Contractor, and Subcontractors that may be part of that day's 13 operations, must meet with the Engineer and discuss the proposed operation as it relates to the 14 submitted paving plan, approved traffic control plan, and public convenience and safety. Such 15 discussion includes, but is not limited to: 16 17 1. General for the Paving Plan: 18 a. The actual times of starting and ending daily operations. 19 b. In intersections, how to break up the intersection, and address traffic control and 20 signalization for that operation, including use of peace officers. 21 c. The sequencing and scheduling of paving operations, as applicable, as it relates to traffic 22 control, to public convenience and safety, and to other contractors who may operate in 23 the Project Site. 24 d. Notifications required of Contractor activities, and coordinating with other entities and 25 the public as necessary. 26 e. Description of the sequencing of installation and types of temporary pavement 27 markings as it relates to planning and to paving. 28 f. Description of the sequencing of installation of, and the removal of, temporary 29 pavement patch material around exposed castings and as may be needed 30 g. Description of procedures and equipment to identify hidden metal in the pavement, 31 such as survey monumentation, monitoring wells, street car rail, and castings, before 32 planning, see Section 5-04.3(14)B2. 33 h. Description of how flaggers will be coordinated with the paving, and related operations. 34 i. Other items the Engineer deems necessary to address. 35 2. Paving – additional topics: 36 a. When to start applying tack and coordinating with paving. 37 b. Types of equipment and numbers of each type equipment to be used. If more pieces of 38 equipment than personnel are proposed, describe the sequencing of the personnel 39 operating the types of equipment. Discuss the continuance of operator personnel for 40 each type equipment as it relates to meeting Specification requirements. 41 c. Number of JMFs to be placed, and if more than one JMF how the Contractor will 42 ensure different JMFs are distinguished, how pavers and MTVs are distinguished if 43 more than one JMF is being placed at the time, and how pavers and MTVs are cleaned 44 so that one JMF does not adversely influence the other JMF. 45 d. Description of contingency plans for that day's operations such as equipment 46 breakdown, rain out, and Supplier shutdown of operations. 47 3/23/2021 SP-78 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx e. Number of sublots to be placed, sequencing of density testing, and other sampling and 1 testing. 2 3 5-04.3(15) Vacant 4 5 5-04.3(16) Vacant 6 7 5-04.4 Measurement 8 HMA Cl. ___ PG ___, will be measured by the ton in accordance with Section 1-09.2, with no 9 deduction being made for the weight of asphalt binder, mineral filler, or any other component 10 of the mixture. If the Contractor elects to remove and replace mix as allowed by 11 Section 5-04.3(11), the material removed will not be measured. 12 13 5-04.5 Payment 14 Payment will be made for each of the following Bid items that are included in the Proposal: 15 16 "HMA Cl. ___ PG ___", per ton. 17 18 The unit Contract price per ton for "HMA Cl. ___ PG ___", shall be full compensation for all costs, 19 including anti-stripping additive, incurred to carry out the requirements of Section 5-04 except for 20 those costs included in other items which are included in this Subsection and which are included 21 in the Proposal. 22 23 "Job Mix Compliance Price Adjustment", by calculation. 24 25 "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in Section 5-26 04.3(9)C6. 27 28 "Compaction Price Adjustment", by calculation. 29 30 "Compaction Price Adjustment" will be calculated and paid for as described in 31 Section 5-04.3(10)D3. 32 33 DIVISION 7 34 DRAINAGE STRUCTURES, STORM SEWERS, 35 SANITARY SEWERS, WATER MAINS, AND CONDUITS 36 37 7-04 STORM SEWERS 38 39 7-04.2 Materials 40 41 Section 7-04.2 is supplemented with the following: 42 43 (******) 44 "Perforated Underdrain Pipe, 12-In. Diam." shall meet the minimum requirements of 45 Section 9-05.12(1). 46 47 3/23/2021 SP-79 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx "Perforated Underdrain Pipe, 12-In. Diam." shall include the filter sock around the pipe per City of 1 Pasco Standard Detail SD-3. 2 3 7-04.5 Payment 4 5 Section 7-04.5 is supplemented with the following: 6 7 (******) 8 "Perforated Underdrain Pipe, 12-In. Diam.", per linear foot. 9 10 Payment for "Perforated Underdrain Pipe, 12-In. Diam." shall include the filter sock around the 11 pipe and all labor, equipment, and materials necessary to install the pipe per the plans and 12 specifications. 13 14 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS 15 16 7-05.3 Construction Requirements 17 18 Section 7-05.3 is supplemented with the following: 19 20 (******) 21 Infiltration trenches for the disposal of stormwater shall be constructed at the locations shown on 22 the Plans. The trenches consist of catch basin structures, drain pipe, drain rock, geotextile fabric, 23 and all other appurtenances detailed on the Plans. 24 25 7-05.4 Measurement 26 27 Section 7-05.4 is supplemented with the following: 28 29 (******) 30 Measurement for payment for "Gravel Backfill for Infiltration Trench" shall be on an in place 31 cubic yard basis by measuring the length by width by depth specified on the Plans. 32 33 7-05.5 Payment 34 35 Section 7-05.5 is supplemented with the following: 36 37 (******) 38 "Gravel Backfill for Infiltration Trench", per cubic yard. 39 Payment for "Gravel Backfill for Infiltration Trench" shall include the geotextile fabric to be placed 40 around the drain rock per City of Pasco Standard Detail SD-3 and all labor, equipment, and 41 materials to place the materials as shown on the Plans. 42 43 44 3/23/2021 SP-80 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 1 2 7-08.3(1)A Trenches 3 4 Section 7-08.3(1)A is supplemented with the following: 5 6 (******) 7 Sections of the existing pipe that are demolished and removed shall be removed from backfill 8 materials and disposed of by the Contractor. All pipes, conduits, or other openings that are cut or 9 opened shall be capped or concrete plugged prior to backfilling. No separate payment shall be 10 made for demolition, removal and disposal of the existing piping, conduit or openings. Demolition, 11 removal, abandonment, capping or concrete plugging, and disposal of the existing piping shall be 12 considered incidental to the work of constructing the improvements, and all cost thereof shall be 13 included in the appropriate pay items listed in the proposal. 14 15 The piping shown in the Plans is a schematic representation. Existing pipe size, type, location and 16 elevation are only approximate, and not all utilities may be shown. Existing pipe information was 17 obtained from site observations, information of record, utility maps, and other information 18 provided to the Engineer. Exact information may vary from that shown, and the Contractor is 19 responsible for field verification as required. 20 21 The Contractor shall provide a detailed, red-lined set of "Record Drawings" showing the location, 22 depth, size, and material type of all piping, including services, constructed and encountered during 23 the project. 24 25 Pavement removal and disposal within the boundaries of the trench excavation shall be incidental 26 to the trench excavation or roadway excavation. 27 28 Groundwater is not expected to be encountered during utility installation. 29 30 7-08.3(1)B Shoring 31 32 Section 7-08.3(1)B is supplemented with the following: 33 34 (******) 35 The Contractor shall provide all labor, equipment, materials and other incidentals necessary to 36 meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW, 37 and Chapter 296-155 WAC, including all other applicable local, Contracting Agency and Federal 38 laws, and including all requirements for trench, structure and related shoring and safety systems. 39 Additional shoring near building foundations or retaining walls may be necessary to protect the 40 structure. This additional shoring shall be included in the "Shoring or Extra Excavation Class B" 41 Bid item. 42 43 44 3/23/2021 SP-81 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 7-08.3(1)C Bedding the Pipe 1 2 Section 7-08.3(1)C, paragraph two, first sentence is removed and replaced with the following: 3 4 (******) 5 Pipe zone bedding shall be installed as specified in City of Pasco Standard Detail SS-5. 6 7 7-08.3(2) Laying the Pipe 8 9 Section 7-08.3(2) is supplemented with the following: 10 11 (******) 12 The Contractor shall be responsible for locating and protecting existing utilities as per 13 Section 1-07.17. The Contractor shall make any advanced explorations as necessary (even though 14 not specifically identified on the Plans) in order to properly plan the installation of the pipe to the 15 design line and grade and to achieve a uniform grade and horizontal alignment. 16 17 Strom drain mains are typically shown in the plan view. Some omissions and inaccuracies should 18 be expected. Critical locations should be field located ahead of time and Call-Before-You-Dig 19 procedures should be implemented in all cases. Any discrepancies shall be reported to the 20 Engineer prior to commencing the work. 21 22 Elevation adjustments within 1-foot of design shall be considered incidental to the work being 23 completed. 24 25 7-08.3(3) Backfilling 26 27 Section 7-08.3(3) is supplemented with the following: 28 29 (******) 30 Trench backfill material shall be compacted by means approved by the Engineer, as required to 31 preclude settlement and to achieve a minimum of 95% maximum density. 32 33 Detectable marking tape shall be installed over all storm lines. The tape shall be placed as shown 34 on the Standard Plans and shall extend its full length. Detectable marking tape shall meet the 35 requirements of Section 9-15.18 of the Standard Specifications. 36 37 7-08.4 Measurement 38 39 Section 7-08.4 is supplemented with the following: 40 41 (******) 42 Trench excavation, bedding, and backfill (apart from unsuitable material) shall be unclassified and 43 no separate measurement will be made. All costs for excavation, furnishing, and installing bedding 44 and backfill for pipelines and detectable marking tape shall be incidental to the pipe installations. 45 46 Potholing all connections and known utility crossings will be considered incidental to the work 47 being completed. 48 3/23/2021 SP-82 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx Measurement for payment for "Unmarked Utility Encounter" shall be on a per each basis. 1 Unmarked utilities do not include conflicts with marked utilities, re-routing of piping, re-location 2 for structures, extra fittings, etc. All unmarked utilities encounters, whether the utility be live or 3 abandoned shall be included. Utilities that are within 24 inches parallel to one another are to be 4 counted as one each. 5 6 DIVISION 8 7 MISCELLANEOUS CONSTRUCTION 8 9 8-02 ROADSIDE RESTORATION 10 11 8-02.2 Materials 12 13 Section 8-02.2 is supplemented with the following: 14 15 (******) 16 Bioretention Soil Matrix (BSM) 17 The BSM mix shall consist of the following materials, mixed by volume: 60 to 70 percent Aggregate 18 and 30 to 40 percent Compost. 19 20 The BSM mix shall: 21 22 1. Meet topsoil standards in ASTM D-5268; the soil shall contain no lumps of soil, rocks larger 23 than 3/8-inch, sticks, roots, or other debris. 24 25 2. Be thoroughly blended to a uniform, homogeneous consistency. 26 27 3. Have a minimum saturated infiltration rate of 6 inches per hour. 28 29 4. Have a maximum saturated infiltration rate of 12 inches per hour. 30 31 5. Contain between 2 and 4 percent fines passing through a No. 200 sieve. 32 33 6. Have a Cation Exchange Capacity (CEC) of at least 5 milliequivalents/100 grams. 34 35 7. Have a Coefficient of Uniformity (Cu) greater than or equal to 4. 36 37 8. Contain a minimum of 10 percent organic matter by weight and/or 20 percent by volume. 38 39 9. Have a pH of 5.5 to 8.0. 40 41 Aggregate and Compost used in the BSM shall conform to the specifications below. 42 43 Aggregate 44 45 The aggregate component of the BSM shall be a well-graded utility or screen sand that 46 conforms to following gradation: 47 48 3/23/2021 SP-83 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1. 1 Sieve Size Percent Passing by Weight 3/8-inch 100 No. 4 95-100 No. 10 75-90 No. 40 25-40 No. 100 4-10 No. 200 2-5 2 2. Have a Coefficient of Curve (Cc) greater than or equal to 1 and less than or equal to 3. 3 4 Compost 5 6 Compost used in the BSM shall be produced by a Washington permitted composting facility 7 under WAC 173-350. 8 9 Quantitate tests and producer documentation for the compost shall have the following 10 specifications: 11 12 1. Be derived from either Type 1or Type 3 feedstock as defined in WAC 173-350, 13 Section 220. 14 15 2. Be free from weeds and viable weed seeds. 16 17 3. Have an organic matter content between 45 and 65 percent as determined by loss of 18 ignition test method. 19 20 4. Have a carbon to nitrogen ratio between 20:1 and 25:1. 21 22 5. Have a pH of 5.5 to 8.0. 23 24 6. Have a moisture content range between 35 and 50 percent. 25 26 7. Have a maximum electrical conductivity of 4 mmhos/cm. 27 28 8. Contain less than 1 percent by dry weight or volume of manufactured inert material as 29 defined in WAC 173-350, Section 220. 30 31 9. Contain levels of specific metals conforming to WAC 173-350, Section 220. 32 33 Bioretention Soil Matrix Installation 34 35 Placement 36 37 On-site soil mixing or placement should not be performed if BSM or subgrade soil is saturated. 38 The bioretention soil mixture should be placed and graded by machinery operating adjacent to 39 3/23/2021 SP-84 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx the infiltration trench. The soil mixture should be placed in horizontal layers not to exceed 1 6 inches per lift for the entire area of the infiltration trench. 2 3 Compact the BSM to a relative compaction of 85 percent of modified maximum dry density 4 (ASTM D-1557-12). Compaction can be achieved by boot packing (simply walking over all areas 5 of each lift), then apply 0.2- inch of water per 1-inch of BSM depth. Water for settling should 6 be applied by spraying or sprinkling. 7 8 Engineered soil will settle after watering. The infiltration trench bed elevation must comply 9 with the Plans after bioretention soil has been placed. 10 11 Verification 12 13 Verification of the BSM composition and saturated hydraulic conductivity must be provided 14 before placement through laboratory testing of the material that will be used in the 15 installation. 16 17 BSM infiltration rates are determined per ASTM Designation D-2434-68 (Standard Test Method 18 for Permeability of Granular Soils) at 85 percent compaction per ASTM Designation D1557-12 19 (Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified 20 Effort). Determine the organic matter content before and after permeability test using 21 ASTM D-2974-07a (Standard Test Method for Moisture, Ash, and Organic Matter of Peat and 22 Other Organic Soils). 23 24 Testing should be performed by a Seal of Testing Assurance, AASHTO, ASTM, or other 25 standards organization accredited laboratory with current and maintained certification. 26 Samples for testing must be supplied from the BSM that will be placed in the bioretention 27 areas. 28 29 The Contractor shall submit sieve analysis of aggregates for gravel backfill for drains for 30 approval per ASTM C-136. 31 32 8-02.4 Measurement 33 34 This section is supplemented with the following: 35 36 (******) 37 Measurement for payment of "Bioretention Soil Matrix" shall be made on an in place cubic yard 38 basis by measuring the length by width by the depth specified in the Plans. 39 40 41 3/23/2021 SP-85 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 8-02.5 Payment 1 2 This section is supplemented with the following: 3 4 (******) 5 6 "Bioretention Soil Matrix", per cubic yard. 7 Payment for "Bioretention Soil Matrix" shall include all labor, equipment, and materials necessary 8 to provide and install the Bioretention Soil Matrix at the locations shown on the Plans. 9 10 8-04 CURBS, GUTTERS AND SPILLWAYS 11 12 8-04.4 Measurement 13 14 This section is supplemented with the following: 15 16 (******) 17 Measurement shall be on linear foot basis for the actual amount of authorized "Cement Concrete 18 Traffic Curb and Gutter" constructed regardless of the height, width, or type. 19 20 8-04.5 Payment 21 22 This section is supplemented with the following: 23 24 (******) 25 Payment for "Cement Concrete Traffic Curb and Gutter" shall include the crushed surfacing 26 placed beneath the curb and excavation beneath the curb. 27 28 8-14 CEMENT CONCRETE SIDEWALKS 29 30 8-14.1 Description 31 32 Section 8-14.1 is revised to read: 33 34 (April 3, 2017) 35 This work consists of constructing cement concrete sidewalks, curb ramps, bus stop shelter 36 foundations, masonry sidewalks, and ramp grinding in accordance with details shown in the Plans, 37 Standard Plans, these Specifications, and in conformity to the lines and grades shown in the Plans, 38 Standard Plans, and as established by the Engineer. 39 40 8-14.3 Construction Requirements 41 42 Section 8-14.3 is supplemented with the following: 43 44 (April 3, 2017) 45 The Contractor shall request a pre-construction meeting with the Engineer to be held 2 to 5 46 working days before any work can start on cement concrete sidewalks, curb ramps or other 47 pedestrian access routes to discuss construction requirements. Those attending shall include: 48 3/23/2021 SP-86 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx 1. The Contractor and Subcontractor in charge of constructing forms, and placing, and 1 finishing the cement concrete. 2 2. Engineer (or representative) and Project Inspectors for the cement concrete sidewalk, 3 curb ramp or pedestrian access route Work. 4 5 Items to be discussed in this meeting shall include, at a minimum, the following: 6 7 1. Slopes shown on the Plans. 8 2. Inspection 9 3. Traffic control 10 4. Pedestrian control, access routes and delineation 11 5. Accommodating utilities 12 6. Form work 13 7. Installation of detectable warning surfaces 14 8. Contractor ADA survey and ADA Feature as-built requirements 15 9. Cold Weather Protection 16 17 (January 7, 2019) 18 Layout and Conformance to Grades 19 Using the information provided in the Contract documents, the Contractor shall lay out, grade, and 20 form each new curb ramp, sidewalk, and curb and gutter. 21 22 8-21 PERMANENT SIGNING 23 24 8-21.1 Description 25 26 Section 8-21.1 is removed and replaced with the following: 27 28 (******) 29 This work consists of removal, salvage, providing of new, and installation of permanent signing and 30 project signs as shown on the Plans or as directed by the Engineer. 31 32 DIVISION 9 33 MATERIALS 34 35 9-03 AGGREGATES 36 37 9-03.8 Aggregates for Hot Mix Asphalt 38 39 9-03.8(2) HMA Test Requirements 40 41 Section 9-03.8(2) is supplemented with the following: 42 43 (******) 44 ESAL's 45 The number of ESAL's for the design and acceptance of the HMA shall be 0.3 to 3 million. 46 47 3/23/2021 SP-87 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx APPENDICES 1 (January 2, 2012) 2 3 The following appendices are attached and made a part of this contract: 4 5 APPENDIX A: 6 City of Pasco Standard Plans 7 8 APPENDIX B: 9 Washington State Department of Transportation Standard Plans 10 11 STANDARD PLANS 12 (January 13, 2021) 13 14 The State of Washington Standard Plans for Road, Bridge and Municipal Construction M21-01, 15 effective September 30, 2020, is made a part of this contract. 16 17 The Standard Plans are revised as follows: 18 19 A-50.10 20 DELETED 21 22 A-50.20 23 DELETED 24 25 A-50.30 26 DELETED 27 28 A-50.40 29 DELETED 30 31 B-90.40 32 Valve Detail – DELETED 33 34 C-1a 35 DELETED 36 37 C-8 38 Add new Note 5, “5. Type 2 Barrier and Barrier Terminals are allowed in temporary installations 39 only. New Type 2 Barrier and Barrier Terminals are not allowed to be fabricated after December 40 31, 2019. The plan is provided as a means to verify that any Type 2 barrier and Barrier Terminals 41 fabricated prior to December 31, 2019 meets the plan requirements and cross-sectional 42 dimensions as specified in Standard Specifications 6-10.3(5).” 43 44 C-8a 45 Add new Note 2, “2. Type 4 Barrier and Barrier Transition are allowed in temporary installations 46 only. New Type 4 Barrier and Barrier Transition are not allowed to be fabricated after December 47 31, 2019. The plan is provided as a means to verify that any Type 4 barrier and Barrier Transition 48 3/23/2021 SP-88 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx fabricated prior to December 31, 2019 meets the plan requirements and cross-sectional 1 dimensions as specified in Standard Specifications 6-10.3(5).” 2 3 C-8b 4 DELETED 5 6 C-8e 7 DELETED 8 9 C-8f 10 DELETED 11 12 C-16a 13 DELETED 14 15 C-20.10 16 The following table is added: 17 SLOPE \ EMBANKMENT TABLE (FOR 8’, 9’, 11’ LONG POSTS) POST LENGTH SLOPE W (FT) 8-FOOT 1H : 1V OR FLATTER 2.5 MIN. 8-FOOT 2H : 1V OR FLATTER 0 (FACE OF BARRIER AT SLOPE BREAK POINT) 9-FOOT 1.5H : 1V OR FLATTER 0 (FACE OF BARRIER AT SLOPE BREAK POINT) 11-FOOT 1H : 1V OR FLATTER 0 (FACE OF BARRIER AT SLOPE BREAK POINT) 18 C-20.11 19 DELETED 20 21 C-20.19 22 DELETED 23 24 C-40.16 25 DELETED 26 27 C-40.18 28 DELETED 29 30 C-80.50 31 DELETED 32 33 34 3/23/2021 SP-89 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx C-85.14 1 DELETED 2 3 C-85.15 4 SECTION B detail, the callout reading “ANCHOR BOLT (TYP.) ~ SEE DETAIL, STANDARD PLAN C-8b”, 5 is revised to read “ANCHOR BOLT (TYP.) ~ SEE DETAIL IN PLANS”. 6 7 SECTION B detail, the callout reading “ANCHOR PLATE (TYP.) ~ SEE STANDARD PLAN J-8b”, is 8 revised to read “ANCHOR PLATE (TYP.) ~ SEE DETAIL IN PLANS”. 9 10 D-2.14 11 DELETED 12 13 D-2.16 14 DELETED 15 16 D-2.18 17 DELETED 18 19 D-2.20 20 DELETED 21 22 D-2.42 23 DELETED 24 25 D-2.44 26 DELETED 27 28 D-2.46 29 DELETED 30 31 D-2.48 32 DELETED 33 34 D-2.82 35 DELETED 36 37 D-2.86 38 DELETED 39 40 D-10.10 41 Wall Type 1 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 42 barriers attached on top of the wall are considered non-standard and shall be designed in 43 accordance with the current WSDOT Bridge Design Manual (BDM) and the revisions stated in the 44 11/3/15 Bridge Design memorandum. 45 46 47 3/23/2021 SP-90 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx D-10.15 1 Wall Type 2 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 2 barriers attached on top of the wall are considered non-standard and shall be designed in 3 accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design 4 memorandum. 5 6 D-10.30 7 Wall Type 5 may be used in all cases. 8 9 D-10.35 10 Wall Type 6 may be used in all cases. 11 12 D-10.40 13 Wall Type 7 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 14 barriers attached on top of the wall are considered non-standard and shall be designed in 15 accordance with the current WSDOT BDM and the revisions stated in the 11/3/15 Bridge Design 16 memorandum. 17 18 D-10.45 19 Wall Type 8 may be used if no traffic barrier is attached on top of the wall. Walls with traffic 20 barriers attached on top of the wall are considered non-standard and shall be designed in 21 accordance with the current WSDOT BDM and the revisions stated in the revisions stated in the 22 11/3/15 Bridge Design memorandum. 23 24 D-15.10 25 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 26 withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of 27 these STD Plans. 28 29 D-15.20 30 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 31 withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of 32 these STD Plans. 33 34 D-15.30 35 STD Plans D-15 series “Traffic Barrier Details for Reinforced Concrete Retaining Walls” are 36 withdrawn. Special designs in accordance with the current WSDOT BDM are required in place of 37 these STD Plans. 38 39 G-20.10 40 SIGN INSTALLATION BEHIND TRAFFIC BARRIER detail, dimension callout “3’ MIN.”, is revised to 41 read “5’ MIN.”. 42 43 H-70.20 44 Sheet 2, Spacing Detail, Mailbox Support Type 1, reference to Standard Plan I-70.10 is revised to 45 H-70.10 46 47 48 3/23/2021 SP-91 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx H-70.30 1 DELETED 2 3 J-10.16 4 Key Note 14, reads:”Mounting Hole ~ See Standard Plan J-10.30 for mounting Details.” Is revised 5 to read:”Mounting Hole ~ See Standard Plan J-10.14 for mounting Details.” 6 General Note 12, reads: “See Standard Plan J-10.30 for pole installation details.” Is revised to 7 read: “See Standard Plan J-10.14 for pole installation details.” 8 9 J-10.17 10 Key Note 16, reads:”Mounting Hole ~ See Standard Plan J-10.?? for mounting Details.” Is revised 11 to read:”Mounting Hole ~ See Standard Plan J-10.14 for mounting Details.” 12 General Note 12, reads: “See Standard Plan J-10.30 for pole installation details.” Is revised to 13 read: “See Standard Plan J-10.14 for pole installation details.” 14 15 J-10.18 16 Key Note 12, reads:”Mounting Hole ~ See Standard Plan J-10.20 for mounting Details.” Is revised 17 to read:”Mounting Hole ~ See Standard Plan J-10.14 for mounting Details.” 18 General Note 12, reads: “See Standard Plan J-10.30 for pole installation details.” Is revised to 19 read: “See Standard Plan J-10.14 for pole installation details.” 20 21 J-20.26 22 Add Note 1, “1. One accessible pedestrian pushbutton station per pedestrian pushbutton post.” 23 24 J-20.16 25 View A, callout, was – LOCK NIPPLE, is revised to read; CHASE NIPPLE 26 27 J-21.10 28 Sheet 1, Elevation View, Round Concrete Foundation Detail, callout – “ANCHOR BOLTS ~ ¾” (IN) x 29 30” (IN) FULL THREAD ~ THREE REQ’D. PER ASSEMBLY” IS REVISED TO READ: “ANCHOR BOLTS ~ 30 ¾” (IN) x 30” (IN) FULL THREAD ~ FOUR REQ’D. PER ASSEMBLY” 31 Sheet 1 of 2, Elevation view (Round), add dimension depicting the distance from the top of the 32 foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR.. Delete “(TYP.)” from the 2 ½” CLR. 33 dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. 34 Sheet 1 of 2, Elevation view (Square), add dimension depicting the distance from the top of the 35 foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. 36 dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. 37 Sheet 2 of 2, Elevation view (Round), add dimension depicting the distance from the top of the 38 foundation to find 2 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. 39 dimension, depicting the distance from the bottom of the foundation to find 2 # 4 reinf. Bar. 40 Sheet 2 of 2, Elevation view (Square), add dimension depicting the distance from the top of the 41 foundation to find 1 #4 reinforcing bar shown, to read; 3” CLR. Delete “(TYP.)” from the 2 ½” CLR. 42 dimension, depicting the distance from the bottom of the foundation to find 1 # 4 reinf. Bar. 43 Detail F, callout, “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping Bolts (see 44 Note 3)” is revised to read; “Heavy Hex Clamping Bolt (TYP.) ~ 3/4” (IN) Diam. Torque Clamping 45 Bolts (see Note 1)” 46 Detail F, callout, “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Four Required (See Note 4)” is revised to 47 read; “3/4” (IN) x 2’ – 6” Anchor Bolt (TYP.) ~ Three Required (See Note 2)” 48 3/23/2021 SP-92 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx J-21.15 1 Partial View, callout, was – LOCK NIPPLE ~ 1 ½” DIAM., is revised to read; CHASE NIPPLE ~ 1 ½” 2 (IN) DIAM. 3 4 J-21.16 5 Detail A, callout, was – LOCKNIPPLE, is revised to read; CHASE NIPPLE 6 7 J-22.15 8 Ramp Meter Signal Standard, elevation, dimension 4’ - 6” is revised to read; 6’-0” 9 (2x) Detail A, callout, was – LOCK NIPPLE ~ 1 ½” DIAM. is revised to read; CHASE NIPPLE ~ 1 ½” 10 (IN) DIAM. 11 12 J-28.60 13 Note 1 “See Standard Plans C-8b and C-85.14 for foundation and anchor bolt details.” is revised to 14 read “See contract for anchor bolt details. See Standard Plan C-85.15 for foundation details.” 15 16 J-40.10 17 Sheet 2 of 2, Detail F, callout, “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 12” S. S. FLAT WASHER” 18 is revised to read; “12 – 13 x 1 ½” S.S. PENTA HEAD BOLT AND 1/2” (IN) S. S. FLAT WASHER” 19 20 J-40.36 21 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to 22 read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the 23 cover. 24 25 J-40.37 26 Note 1, second sentence; ”Finish shall be # 2B for backbox and # 4 for the cover.” Is revised to 27 read; ”Finish shall be # 2B for barrier box and HRAP (Hot Rolled Annealed and Pickled) for the 28 cover. 29 30 J-75.20 31 Key Notes, note 16, second bullet point, was: “1/2” (IN) x 0.45” (IN) Stainless Steel Bands”, add 32 the following to the end of the note: “Alternate: Stainless steel cable with stainless steel ends, 33 nuts, bolts, and washers may be used in place of stainless steel bands and associated hardware.” 34 35 J-81.10 36 All references to “Type 170 Controller” are replaced with “Controller”. 37 38 L-40.10 39 DELETED 40 41 The following are the Standard Plan numbers applicable at the time this project was advertised. 42 The date shown with each plan number is the publication approval date shown in the lower right-43 hand corner of that plan. Standard Plans showing different dates shall not be used in this 44 contract. 45 46 47 48 3/23/2021 SP-93 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx A-10.10-00........8/7/07 A-30.35-00.......10/12/07 A-60.10-03........12/23/14 A-10.20-00......10/5/07 A-40.00-00.........8/11/09 A-60.20-03.........12/23/14 A-10.30-00......10/5/07 A-40.10-04.........7/31/19 A-60.30-01..........6/28/18 A-20.10-00......8/31/07 A-40.15-00.........8/11/09 A-60.40-00..........8/31/07 A-30.10-00......11/8/07 A-40.20-04.........1/18/17 A-30.30-01......6/16/11 A-40.50-02.........12/23/14 1 B-5.20-03........9/9/20 B-30.50-03.........2/27/18 B-75.20-02..........2/27/18 B-5.40-02.........1/26/17 B-30.60-00……..9/9/20 B-75.50-01..........6/10/08 B-5.60-02.........1/26/17 B-30.70-04.........2/27/18 B-75.60-00............6/8/06 B-10.20-02........3/2/18 B-30.80-01..........2/27/18 B-80.20-00.........6/8/06 B-10.40-01........1/26/17 B-30.90-02........1/26/17 B-80.40-00.........6/1/06 B-10.70-01……9/9/20 B-35.20-00..........6/8/06 B-85.10-01.........6/10/08 B-15.20-01........2/7/12 B-35.40-00..........6/8/06 B-85.20-00..........6/1/06 B-15.40-01........2/7/12 B-40.20-00..........6/1/06 B-85.30-00..........6/1/06 B-15.60-02........1/26/17 B-40.40-02........1/26/17 B-85.40-00..........6/8/06 B-20.20-02.......3/16/12 B-45.20-01..........7/11/17 B-85.50-01.........6/10/08 B-20.40-04.......2/27/18 B-45.40-01..........7/21/17 B-90.10-00….......6/8/06 B-20.60-03.......3/15/12 B-50.20-00..........6/1/06 B-90.20-00..........6/8/06 B-25.20-02........2/27/18 B-55.20-02..........2/27/18 B-90.30-00..........6/8/06 B-25.60-02.........2/27/18 B-60.20-02..........9/9/20 B-90.40-01..........1/26/17 B-30.05-00……..9/9/20 B-60.40-01..........2/27/18 B-90.50-00..........6/8/06 B-30.10-03.........2/27/18 B-65.20-01..........4/26/12 B-95.20-01..........2/3/09 B-30.15-00……..2/27/18 B-65.40-00..........6/1/06 B-95.40-01..........6/28/18 B-30.20-04.........2/27/18 B-70.20-00..........6/1/06 B-30.30-03.........2/27/18 B-70.60-01..........1/26/17 B-30.40-03..........2/27/18 2 C-1....................9/9/20 C-20.42-05..........7/14/15 C-70.10-02........9/16/20 C-1b...................9/9/20 C-20.45.02..........8/12/19 C-75.10-02........9/16/20 C-1d................10/31/03 C-22.16-07........9/16/20 C-75.20-02........9/16/20 C-2c..................8/12/19 C-22.40-08........9/16/20 C-75.30-02........9/16/20 C-4f...................8/12/19 C-22.45-05........9/16/20 C-80.10-02........9/16/20 C-6a................10/14/09 C-23.60-04........7/21/17 C-80.20-01........6/11/14 C-7.....................6/16/11 C.24.10-02........8/12/19 C-80.30-01........6/11/14 C-7a...................6/16/11 C-25.20-06........7/14/15 C-80.40-01........6/11/14 C-8.....................2/10/09 C-25.22-05........7/14/15 C-85.10-00........4/8/12 C-8a...................7/25/97 C-25.26-04........8/12/19 C-85.11-01........9/16/20 C-20.10-06.........9/16/20 C-25.30-00…….6/28/18 C-85.15-01........6/30/14 C-20.14-04..........8/12/19 C-25.80-05........8/12/19 C-85.16-01........6/17/14 C-20.15-02..........6/11/14 C-60.10-01…….9/24/20 C-85-18-01........6/11/14 C-20.18-03..........8/12/19 C-60.20-00……9/24/20 C-85.20-01........6/11/14 C-20.40-07..........8/12/19 C-60.30-00……9/24/20 C-20.41-02..........8/12/19 C-60.70-00……9/24/20 3 D-2.04-00........11/10/05 D-2.80-00........11/10/05 D-6...................6/19/98 D-2.06-01........1/6/09 D-2.84-00........11/10/05 D-10.10-01......12/2/08 D-2.08-00........11/10/05 D-2.88-00........11/10/05 D-10.15-01......12/2/08 3/23/2021 SP-94 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx D-2.32-00........11/10/05 D-2.92-00........11/10/05 D-10.20-01.........8/7/19 D-2.34-01........1/6/09 D-3.09-00........5/17/12 D-10.25-01.........8/7/19 D-2.36-03........6/11/14 D-3.10-01……5/29/13 D-10.30-00.........7/8/08 D-2.60-00........11/10/05 D-3.11-03……6/11/14 D-10.35-00.........7/8/08 D-2.62-00........11/10/05 D-3.15-02……6/10/13 D-10.40-01......12/2/08 D-2.64-01........1/6/09 D-3.16-02……5/29/13 D-10.45-01......12/2/08 D-2.66-00........11/10/05 D-3.17-02……5/9/16 D-2.68-00........11/10/05 D-4.................12/11/98 1 E-1....................2/21/07 E-4....................8/27/03 E-2....................5/29/98 E-4a..................8/27/03 2 F-10.12-04.......9/24/20 F-10.62-02........4/22/14 F-40.15-04........9/25/20 F-10.16-00.......12/20/06 F-10.64-03........4/22/14 F-40.16-03........6/29/16 F-10.18-02.........9/24/20 F-30.10-04........9/25/20 F-45.10-02........7/15/16 F-10.40-04...........9/24/20 F-40.12-03........6/29/16 F-80.10-04........7/15/16 F-10.42-00.........1/23/07 F-40.14-03........6/29/16 3 G-10.10-00........9/20/07 G-25.10-05.......9/16/20 G-95.10-02........6/28/18 G-20.10-02........6/23/15 G-26.10-00……7/31/19 G-95.20-03........6/28/18 G-22.10-04..........6/28/18 G-30.10-04.......6/23/15 G-95.30-03........6/28/18 G-24.10-00......11/8/07 G-50.10-03.......6/28/18 G-24.20-01......2/7/12 G-90.10-03……7/11/17 G-24.30-02......6/28/18 G-90.11-00……4/28/16 G-24.40-07.....6/28/18 G-90.20-05……7/11/17 G-24.50-05.....8/7/19 G-90.30-04……7/11/17 G-24.60-05.....6/28/18 G-90.40-02……4/28/16 4 H-10.10-00..........7/3/08 H-32.10-00.......9/20/07 H-70.10-01......2/7/12 H-10.15-00..........7/3/08 H-60.10-01.........7/3/08 H-70.20-01......2/16/12 H-30.10-00......10/12/07 H-60.20-01.........7/3/08 5 I-10.10-01.........8/11/09 I-30.20-00.........9/20/07 I-40.20-00.........9/20/07 I-30.10-02.........3/22/13 I-30.30-02.........6/12/19 I-50.20-01..........6/10/13 I-30.15-02.........3/22/13 I-30.40-02.......6/12/19 I-60.10-01..........6/10/13 I-30.16-01.........7/11/19 I-30.60-02.........6/12/19 I-60.20-01..........6/10/13 I-30.17-01.........6/12/19 I-40.10-00.........9/20/07 I-80.10-02..........7/15/16 6 J-10..................7/18/97 J-28.40-02......6/11/14 J-60.13-00…....6/16/10 J-10.10-04……9/16/20 J-28.42-01.......6/11/14 J-60.14-01……7/31/19 J-10.12-00……9/16/20 J-28.43-01.......6/28/18 J-75.10-02……7/10/15 J-10.14-00……9/16/20 J-28.45-03.......7/21/16 J-75.20-01……7/10/15 J-10.15-01........6/11/14 J-28.50-03.......7/21/16 J-75.30-02…….7/10/15 J-10.16-01……9/16/20 J-28.60-02.......7/21/16 J-75.40-02……6/1/16 J-10.17-01……9/16/20 J-28.70-03.......7/21/17 J-75.41-01……6/29/16 J-10.18-01……9/16/20 J-29.10-01.......7/21/16 J-75.45-02……6/1/16 J-10.20-03……9/16/20 J-29.15-01.......7/21/16 J-80.10-00……6/28/18 3/23/2021 SP-95 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx J-10.21-01……9/16/20 J-29.16-02.......7/21/16 J-80.15-00……6/28/18 J-10.22-01........9/16/20 J-30.10-00…...6/18/15 J-81.10-01……9/16/20 J-10.25-00……7/11/17 J-40.05-00……7/21/16 J-86.10-00……6/28/18 J-12.15-00……6/28/18 J-40.10-04…...4/28/16 J-90.10-03…….6/28/18 J-12.16-00……6/28/18 J-40.20-03…...4/28/16 J-90.20-03…….6/28/18 J-15.10-01........6/11/14 J-40.30-04……4/28/16 J-90.21-02……6/28/18 J-15.15-02……7/10/15 J-40.35-01……5/29/13 J-90.50-00……6/28/18 J-20.10-04........7/31/19 J-40.36-02……7/21/17 J-20.11-03........7/31/19 J-40.37-02……7/21/17 J-20.15-03........6/30/14 J-40.38-01.......5/20/13 J-20.16-02........6/30/14 J-40.39-00……5/20/13 J-20.20-02........5/20/13 J-40.40-02……7/31/19 J-20.26-01........7/12/12 J-45.36-00……7/21/17 J-21.10-04......6/30/14 J-50.05-00……7/21/17 J-21.15-01......6/10/13 J-50.10-01…….7/31/19 J-21.16-01......6/10/13 J-50.11-02…….7/31/19 J-21.17-01......6/10/13 J-50.12-02…….8/7/19 J-21.20-01......6/10/13 J-50.13-00…….8/22/19 J-22.15-02......7/10/15 J-50.15-01…….7/21/17 J-22.16-03......7/10/15 J-50.16-01…….3/22/13 J-26.10-03…..7/21/16 J-50.18-00…….8/7/19 J-26.15-01…..5/17/12 J-50.19-00…….8/7/19 J-26.20-01…..6/28/18 J-50.20-00…….6/3/11 J-27.10-01…..7/21/16 J-50.25-00…….6/3/11 J-27.15-00…..3/15/12 J-50.30-00…….6/3/11 J-28.10-02......8/7/19 J-60.05-01…….7/21/16 J-28.22-00.......8/07/07 J-60.11-00…....5/20/13 J-28.24-02.......9/16/20 J-60.12-00…....5/20/13 J-28.26-01......12/02/08 J-28.30-03......6/11/14 1 K-70.20-01.......6/1/16 K-80.10-02.......9/25/20 K-80.20-00.....12/20/06 K-80.35-01.......9/16/20 K-80.37-01.......9/16/20 2 L-10.10-02........6/21/12 L-70.10-01.......5/21/08 L-20.10-03........7/14/15 L-40.15-01........6/16/11 L-70.20-01.......5/21/08 L-30.10-02........6/11/14 L-40.20-02........6/21/12 3 M-1.20-04.........9/25/20 M-11.10-03........8/7/19 M-40.20-00...10/12/07 M-1.40-03.........9/25/20 M-12.10-02……9/25/20 M-40.30-01......7/11/17 M-1.60-03.........9/25/20 M-15.10-01........2/6/07 M-40.40-00......9/20/07 M-1.80-03.........6/3/11 M-17.10-02........7/3/08 M-40.50-00......9/20/07 M-2.20-03.........7/10/15 M-20.10-03........9/25/20 M-40.60-00......9/20/07 M-2.21-00……7/10/15 M-20.20-02........4/20/15 M-60.10-01......6/3/11 M-3.10-04.........9/25/20 M-20.30-04........2/29/16 M-60.20-02......6/27/11 3/23/2021 SP-96 \\epsilon2\Engineering Working Folder\+Proj-Transportation\+STREETS\20009 Road 68 Widening (South of I-182)\02-Design Phase\PS&E\Final\Special Provisions.docx M-3.20-03.........9/25/20 M-20.40-03........6/24/14 M-65.10-02......5/11/11 M-3.30-04.........9/25/20 M-20.50-02........6/3/11 M-80.10-01......6/3/11 M-3.40-04.........9/25/20 M-24.20-02.......4/20/15 M-80.20-00......6/10/08 M-3.50-03.........9/25/20 M-24.40-02.......4/20/15 M-80.30-00......6/10/08 M-5.10-03.........9/25/20 M-24.60-04.......6/24/14 M-7.50-01.........1/30/07 M-24.65-00……7/11/17 M-9.50-02.........6/24/14 M-24.66-00……7/11/17 M-9.60-00……..2/10/09 M-40.10-03......6/24/14 1 Wage Rates Federal Wage Determinations .................................................................................................. WA20210001 WA State Prevailing Wage Rates .......................................................................................................... SWR-1 Benefit Code Key .................................................................................................................................. BCK-1 Labor & Industries Policy Statement ....................................................................................................... LI-1 "General Decision Number: WA20210001 02/26/2021 Superseded General Decision Number: WA20200001 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 $10.95 for calendar year 2021 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 $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 1 01/22/2021 2 02/12/2021 3 02/26/2021 CARP0003-006 06/01/2018 SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIA, and WAHKIAKUM Counties. Rates Fringes Carpenters: CARPENTERS..................$ 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 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 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. 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 +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. ---------------------------------------------------------------- CARP0770-003 06/01/2020 WEST OF 120TH MERIDIAN FOR THE FOLLOWING COUNTIES: CHELAN, DOUGLAS, GRANT, KITTITAS, OKANOGAN, and YAKIMA Rates Fringes CARPENTER CARPENTERS ON CREOSOTE MATERIAL....................$ 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 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 $1.50/hour ---------------------------------------------------------------- * ELEC0046-001 02/21/2021 CALLAM, JEFFERSON, KING AND KITSAP COUNTIES Rates Fringes CABLE SPLICER....................$ 66.90 3%+23.66 ELECTRICIAN......................$ 60.82 3%+23.66 ---------------------------------------------------------------- * ELEC0048-003 01/01/2021 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER....................$ 44.22 21.50 ELECTRICIAN......................$ 50.35 25.48 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 $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. ---------------------------------------------------------------- ELEC0048-029 01/01/2021 COWLITZ AND WAHKIAKUM COUNTY Rates Fringes CABLE SPLICER....................$ 44.22 21.50 ELECTRICIAN......................$ 50.35 25.48 ---------------------------------------------------------------- ELEC0073-001 07/01/2020 ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABLE SPLICER....................$ 34.10 16.68 ELECTRICIAN......................$ 37.65 19.68 ---------------------------------------------------------------- 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 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 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 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 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. 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 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. 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 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. 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. 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 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 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 07/01/2020 ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND ORIELLE, SPOKANE, STEVENS, WALLA WALLA AND WHITMAN COUNTIES Rates Fringes IRONWORKER.......................$ 34.59 30.10 ---------------------------------------------------------------- IRON0029-002 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKAIKUM COUNTIES Rates Fringes IRONWORKER.......................$ 39.10 29.75 ---------------------------------------------------------------- IRON0086-002 07/01/2020 YAKIMA, KITTITAS AND CHELAN COUNTIES Rates Fringes IRONWORKER.......................$ 34.59 30.10 ---------------------------------------------------------------- IRON0086-004 07/01/2020 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES Rates Fringes IRONWORKER.......................$ 43.95 31.00 ---------------------------------------------------------------- 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 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 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 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 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 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 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 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 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 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 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 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. ---------------------------------------------------------------- PAIN0055-003 07/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes PAINTER Brush & Roller..............$ 26.56 13.40 Spray and Sandblasting......$ 26.56 13.40 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 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 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037-002 06/01/2020 CLARK, COWLITZ, KLICKITAT, PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to the Pacific Ocean), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes Truck drivers: ZONE 1 GROUP 1....................$ 29.33 16.40 GROUP 2....................$ 29.46 16.40 GROUP 3....................$ 29.60 16.40 GROUP 4....................$ 29.89 16.40 GROUP 5....................$ 30.03 16.40 GROUP 6....................$ 30.31 16.40 GROUP 7....................$ 30.53 16.40 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 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 06/01/2020 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 Truck drivers: ZONE A: GROUP 1:...................$ 42.88 20.92 GROUP 2:...................$ 42.04 20.92 GROUP 3:...................$ 39.23 20.92 GROUP 4:...................$ 34.26 20.92 GROUP 5:...................$ 42.43 20.92 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 $2.00 per hour for onsite work only) GROUP 4 - Escort or Pilot Car GROUP 5 - Mechanic HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL C: +$.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 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. 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, 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 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" 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: 04/20/2021 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 $70.79 5N 1C View Franklin Brick Mason Journey Level $51.84 5A 1M View Franklin Building Service Employees Janitor $13.69  1 View Franklin Building Service Employees Shampooer $13.69  1 View Franklin Building Service Employees Waxer $13.69  1 View Franklin Building Service Employees Window Cleaner $13.69  1 View Franklin Cabinet Makers (In Shop)Journey Level $13.69  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 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 $13.69  1 View Franklin Electricians - Inside Cable Splicer $73.13 5A 1E View Franklin Electricians - Inside Journey Level $70.64 5A 1E View Franklin Electricians - Inside Welder $75.60 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 $46.20 5I 1B View Franklin Elevator Constructors Mechanic $100.51 7D 4A View Franklin Elevator Constructors Mechanic In Charge $108.53 7D 4A View Franklin Fabricated Precast Concrete Products Journey Level $13.69  1 View Franklin Fabricated Precast Concrete Products Journey Level - In-Factory Work Only $13.69  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 $34.56 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 $13.69  1 View Cleaner Franklin Inland Boatmen Journey Level $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Cleaner Operator, Foamer Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Grout Truck Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Head Operator $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Technician $13.69  1 View Franklin Inspection/Cleaning/Sealing Of Sewer & Water Systems By Remote Control Tv Truck Operator $13.69  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 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 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 $13.69  1 View Franklin Metal Fabrication (In Shop)Laborer $13.69  1 View Franklin Metal Fabrication (In Shop)Machine Operator $13.69  1 View Franklin Metal Fabrication (In Shop)Painter $13.69  1 View Franklin Metal Fabrication (In Shop)Welder $13.69  1 View Franklin Millwright Journey Level $68.90 5A 1B View Franklin Modular Buildings Journey Level $13.69  1 View Franklin Painters Commercial Painter $38.59 6Z 1W View Franklin Painters Industrial Painter $45.99 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 $13.69  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 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 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 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 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 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 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 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 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 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 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 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 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 $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Spray Person $52.24 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Equipment Operator $55.03 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer $49.21 5A 4A View Franklin Power Line Clearance Tree Trimmers Tree Trimmer Groundperson $37.47 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 $13.69  1 View Franklin Residential Marble Setters Journey Level $28.42  1 View Franklin Residential Painters Journey Level $13.69  1 View Franklin Residential Plumbers & Pipefitters Journey Level $29.71  1 View Franklin Residential Refrigeration & Air Conditioning Mechanics Journey Level $17.24  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 $13.69  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 $51.91 5A 3J View Franklin Solar Controls For Windows Journey Level $13.69  1 View Franklin Sprinkler Fitters (Fire Journey Level $60.86 7J 1R View Protection) Franklin Stage Rigging Mechanics (Non Structural) Journey Level $13.69  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 $46.20 5I 1B View Franklin Telephone Line Construction - Outside Cable Splicer $37.40 5A 2B View Franklin Telephone Line Construction - Outside Hole Digger/Ground Person $25.04 5A 2B View Franklin Telephone Line Construction - Outside Telephone Equipment Operator (Light) $31.22 5A 2B View Franklin Telephone Line Construction - Outside Telephone Lineperson $35.34 5A 2B View Franklin Terrazzo Workers Journey Level $43.81 5A 1M View Franklin Tile Setters Journey Level $43.81 5A 1M View Franklin Tile, Marble & Terrazzo Finishers Journey Level $35.93 5A 1M View Franklin Traffic Control Stripers Journey Level $49.13 7A 1K View Franklin Truck Drivers Asphalt Mix Over 20 Yards $51.70 5D 1V 8M View Franklin Truck Drivers Asphalt Mix To 20 Yards $51.50 5D 1V 8M View Franklin Truck Drivers Dump Truck $51.50 5D 1V 8M View Franklin Truck Drivers Dump Truck & Trailer $51.70 5D 1V 8M View Franklin Truck Drivers Other Trucks $51.39 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers 20 yards and under $51.70 5D 1V 8M View Franklin Truck Drivers - Ready Mix Transit Mixers over 20 yards $52.04 5D 1V 8M View Franklin Well Drillers & Irrigation Pump Installers Irrigation Pump Installer $18.45  1 View Franklin Well Drillers & Irrigation Pump Installers Oiler $13.69  1 View Franklin Well Drillers & Irrigation Pump Installers Well Driller $18.00  1 View Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 1 of 14 ************************************************************************************************************ 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. BCK-1 Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 2 of 14 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve (12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays (except makeup days if circumstances warrant) and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays (except Christmas day) shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee) and all hours worked in excess of eight (8) hours per day (10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays (except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 3 of 14 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. M. This code appears to be missing. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty (60) in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half (1-1/2) times the regular rate of pay. J. All hours worked between the hours of 10:00 pm and 5:00 am, Monday through Friday, and all hours worked on Saturdays shall be paid at a one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. K. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal 5 am to 6pm shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays, and all hours worked in excess of twelve (12) hours in a single shift shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until he/she shall have the eight (8) hours rest period. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 4 of 14 Overtime Codes Continued 4. C. On Monday through Friday, the first four (4) hours of overtime after eight (8) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay, unless a four (4) day ten (10) hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday, the first two (2) hours of overtime after ten (10) hours of straight time work shall be paid at one and one half (1-1/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half (1-1/2) times the straight time rate of pay, except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at two (2) times the straight time rate of pay. D. All hours worked in excess of eight (8) hours per day or forty (40) hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight (8) regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight (8) hours worked on Saturday will be paid at one and one-half (1-1/2) times the hourly rate of wage. All hours worked in excess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four- day, ten hour work week, and Saturday shall be paid at one and one half (1½) times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two (2) hours after eight (8) regular hours Monday through Friday and the first eight (8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked, except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. I. The First eight (8) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) per day on Saturdays shall be paid at double the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 5 of 14 Overtime Codes Continued 4. J. The first eight (8) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of eight (8) hours on a Saturday shall be paid at double the hourly rate of wage. All hours worked over twelve (12) in a day, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. K. All hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage, so long as Saturday is the sixth consecutive day worked. All hours worked over twelve (12) in a day Monday through Saturday, and all hours worked on Sundays and Holidays shall be paid at double the hourly rate of wage. L. The first twelve (12) hours worked on a Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on a Saturday in excess of twelve (12) hours shall be paid at double the hourly rate of pay. All hours worked over twelve (12) in a day Monday through Friday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. All hours worked on a holiday shall be paid at one and one-half times the hourly rate of wage, except that all hours worked on Labor Day shall be paid at double the hourly rate of pay. U. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. (Except on makeup days if work is lost due to inclement weather, then the first eight (8) hours on Saturday may be paid the regular rate.) All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. V. Work performed in excess of ten (10) hours of straight time per day when four ten (10) hour shifts are established or outside the normal shift (5 am to 6pm), and all work on Saturdays, except for make-up days shall be paid at time and one-half (1 ½) the straight time rate. In the event the job is down due to weather conditions, then Saturday may, be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All work performed on Sundays and holidays and work in excess of twelve (12) hours per day shall be paid at double (2x) the straight time rate of pay. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. When an employee returns to work without a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. W. All hours worked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. When an employee returns to work without at least eight (8) hours time off since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 6 of 14 Overtime Codes Continued 4. X. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. Work performed outside the normal shift of 6 am to 6pm shall be paid at one and one-half the straight time rate, (except for special shifts or three shift operations). All work performed on Sundays and holidays shall be paid at double the hourly rate of wage. Shifts may be established when considered necessary by the Employer. The Employer may establish shifts consisting of eight (8) or ten (10) hours of work (subject to WAC 296-127-022), that shall constitute a normal forty (40) hour work week. The Employer can change from a 5-eight to a 4-ten hour schedule or back to the other. All hours of work on these shifts shall be paid for at the straight time hourly rate. Work performed in excess of eight hours (or ten hours per day (subject to WAC 296-127-022) shall be paid at one and one- half the straight time rate. When due to conditions beyond the control of the Employer, or when contract specifications require that work can only be performed outside the regular day shift, then by mutual agreement a special shift may be worked at the straight time rate, eight (8) hours work for eight (8) hours pay. The starting time shall be arranged to fit such conditions of work. When an employee returns to work without at a break of eight (8) hours since their previous shift, all such time shall be a continuation of shift and paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours. Y. Work performed in excess of eight (8) hours of straight time per day, or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. All work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Z. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20% over the hourly rate of wage. Work performed on Sundays may be paid at double time. All hours worked on holidays shall be paid at double the hourly rate of wage. 11. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. The first ten (10) hours worked on Saturday and all hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, and all hours worked on Sundays shall be paid at double the hourly rate of wage. After an employee has worked eight (8) hours, all additional hours worked shall be paid at the applicable overtime rate until such time as the employee has had a break of eight (8) hours or more. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 7 of 14 Holiday Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, and Christmas Day (7). B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the day before Christmas, and Christmas Day (8). C. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). H. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Day after Thanksgiving Day, And Christmas (6). I. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Eve Day, And Christmas Day (7). K. Holidays: New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). L. Holidays: New Year’s Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (8). N. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, The Friday After Thanksgiving Day, And Christmas Day (9). P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday And Saturday After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. Q. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). R. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Day After Thanksgiving Day, One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). S. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, And Christmas Day (7). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). 6. G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day (11). H. Paid Holidays: New Year's Day, New Year’s Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday (10). Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 8 of 14 Holiday Codes Continued T. Paid Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the holiday. 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran’s Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President’s Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. F. Holidays: New Year’s Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last working day before Christmas day and Christmas day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 9 of 14 Holiday Codes Continued 7. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 10 of 14 Holiday Codes Continued 7. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. I. Holidays: New Year's Day, President’s Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day before Christmas Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday, the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day (7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas, and A Floating Holiday (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. V. Holidays: New Year's Day, President’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, the day before or after Christmas, and the day before or after New Year’s Day. If any of the above listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 11 of 14 Holiday Codes Continued 7.W. Holidays: New Year's Day, Day After New Year’s, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve Day, Christmas Day, the day after Christmas, the day before New Year’s Day, and a Floating Holiday. X. Holidays: New Year's Day, Day before or after New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day before or after Christmas day. If a holiday falls on a Saturday or on a Friday that is the normal day off, then the holiday will be taken on the last normal workday. If the holiday falls on a Monday that is the normal day off or on a Sunday, then the holiday will be taken on the next normal workday. Y. Holidays: New Year's Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, and Christmas Day. (8) If the holiday falls on a Sunday, then the day observed by the federal government shall be considered a holiday and compensated accordingly. 15. F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (8). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. G. New Year's Day, Washington’s Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, the last scheduled workday before Christmas, and Christmas Day (9). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Note Codes 8. D. Workers working with supplied air on hazmat projects receive an additional $1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00, Level B: $0.75, Level C: $0.50, And Level D: $0.25. S. Effective August 31, 2012 –A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 12 of 14 Note Codes Continued 8. T. Effective August 31, 2012 – A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or Idaho. This classification is only effective on or after August 31, 2012. U. Workers on hazmat projects receive additional hourly premiums as follows – Class A Suit: $2.00, Class B Suit: $1.50, And Class C Suit: $1.00. Workers performing underground work receive an additional $0.40 per hour for any and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground work shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional $0.50 per hour. The premium for work suspended shall be paid for the entire shift worked. Workers who do “pioneer” work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional $0.50 per hour. V. In addition to the hourly wage and fringe benefits, the following depth and enclosure premiums shall be paid. The premiums are to be calculated for the maximum depth and distance into an enclosure that a diver reaches in a day. The premiums are to be paid one time for the day and are not used in calculating overtime pay. Depth premiums apply to depths of fifty feet or more. Over 50' to 100' - $2.00 per foot for each foot over 50 feet. Over 101' to 150' - $3.00 per foot for each foot over 101 feet. Over 151' to 220' - $4.00 per foot for each foot over 220 feet. Over 221' - $5.00 per foot for each foot over 221 feet. Enclosure premiums apply when divers enter enclosures (such as pipes or tunnels) where there is no vertical ascent and is measured by the distance travelled from the entrance. 25’ to 300’ - $1.00 per foot from entrance. 300’ to 600’ - $1.50 per foot beginning at 300’. Over 600’ - $2.00 per foot beginning at 600’. W. Meter Installers work on single phase 120/240V self-contained residential meters. The Lineman/Groundmen rates would apply to meters not fitting this description. X. Workers on hazmat projects receive additional hourly premiums as follows - Class A Suit: $2.00, Class B Suit: $1.50, Class C Suit: $1.00, and Class D Suit: $0.50. Special Shift Premium: Basic hourly rate plus $2.00 per hour. When due to conditions beyond the control of the Employer or when an owner (not acting as the contractor), a government agency or the contract specifications requires that work can only be performed outside the normal 5 am to 6pm shift, then the special shift premium will be applied to the basic hourly rate. When an employee works on a special shift, they shall be paid a special shift premium for each hour worked unless they are in OT or Double-time status. (For example, the special shift premium does not waive the overtime requirements for work performed on Saturday or Sunday.) Y. Tide Work: When employees are called out between the hours of 6:00 p.m. and 6:00 a.m. to work on tide work (work located in the tide plane) all time worked shall be at one and one-half times the hourly rate of pay. Swinging Stage/Boatswains Chair: Employees working on a swinging state or boatswains chair or under conditions that require them to be tied off to allow their hands to be free shall receive seventy-five cents ($0.75) per hour above the classification rate. Benefit Code Key – Effective 3/3/2021 thru 8/31/2021 13 of 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 3/3/2021 thru 8/31/2021 14 of 14 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 03/04/2021 Edition, Published February 3, 2021 1 LI-1 X X X X X X X 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 BasinTypes 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, and3 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 03/04/2021 Edition, Published February 3, 2021 2 X X X X X X X X X 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 03/04/2021 Edition, Published February 3, 2021 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 X X X X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 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 X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 5 X X X X X X X X 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 03/04/2021 Edition, Published February 3, 2021 6 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 296-127-018 Covered by WAC 296-127-018 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 X X X X X X X X X X X Supplemental to Wage Rates 03/04/2021 Edition, Published February 3, 2021 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 X X X X X X X X X 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 03/04/2021 Edition, Published February 3, 2021 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 03/04/2021 Edition, Published February 3, 2021 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 03/04/2021 Edition, Published February 3, 2021 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 03/04/2021 Edition, Published February 3, 2021 11 Miscellaneous Required Contract Provisions ..................................................................................................... FHWA-1273 1 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS FHWA-1273 -- Revised May 1, 2012 I. General II. Nondiscrimination III. Nonsegregated Facilities IV. Davis-Bacon and Related Act Provisions V. Contract Work Hours and Safety Standards Act Provisions VI. Subletting or Assigning the Contract VII. Safety: Accident Prevention VIII. False Statements Concerning Highway Projects IX. Implementation of Clean Air Act and Federal Water Pollution Control Act X. Compliance with Governmentwide Suspension and Debarment Requirements XI. Certification Regarding Use of Contract Funds for Lobbying ATTACHMENTS A. Employment and Materials Preference for Appalachian Development Highway System or Appalachian Local Access Road Contracts (included in Appalachian contracts only) I. GENERAL 1. Form FHWA-1273 must be physically incorporated in each construction contract funded under Title 23 (excluding emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). The applicable requirements of Form FHWA-1273 are incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Form FHWA-1273 must be included in all Federal-aid design-build contracts, in all subcontracts and in lower tier subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services). The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. Contracting agencies may reference Form FHWA-1273 in bid proposal or request for proposal documents, however, the Form FHWA-1273 must be physically incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with 2 the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA. 4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. The term Federal-aid highway does not include roadways functionally classified as local roads or rural minor collectors. II. NONDISCRIMINATION The provisions of this section related to 23 CFR Part 230 are applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts. In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR 60, 29 CFR 1625-1627, Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity Construction Contract Specifications in 41 CFR 60-4.3. Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR 60, and 29 CFR 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with Title 23 USC Section 140, the Rehabilitation Act of 1973, as amended (29 USC 794), and Title VI of the Civil Rights Act of 1964, as amended, and related regulations including 49 CFR Parts 21, 26 and 27; and 23 CFR Parts 200, 230, and 633. The following provision is adopted from 23 CFR 230, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA requirements. 1. Equal Employment Opportunity: Equal employment opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630, 29 CFR 1625-1627, 41 CFR 60 and 49 CFR 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporated by reference in this contract. In the execution of this 3 contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO: a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. b. The contractor will accept as its operating policy the following statement: "It is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, sex, color, national origin, age or disability. Such action shall include: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship, pre-apprenticeship, and/or on-the-job training." 2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so. 3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially involved in such action, will be made fully cognizant of, and will implement, the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum: a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor. c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived. 4 a. The contractor will, unless precluded by a valid bargaining agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees, and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration. b. In the event the contractor has a valid bargaining agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where implementation of such an agreement has the effect of discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions. c. The contractor will encourage its present employees to refer minorities and women as applicants for employment. Information and procedures with regard to referring such applicants will be discussed with employees. 5. Personnel Actions: Wages, working conditions, and employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, national origin, age or disability. The following procedures shall be followed: a. The contractor will conduct periodic inspections of project sites to insure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel. b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any evidence of discriminatory wage practices. c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons. d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal. 6. Training and Promotion: a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved. 5 b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs, i.e., apprenticeship, and on-the-job training programs for the geographical area of contract performance. In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a). c. The contractor will advise employees and applicants for employment of available training programs and entrance requirements for each. d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion. 7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below: a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment. b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, national origin, age or disability. c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information. d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency. 8. Reasonable Accommodation for Applicants / Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established there under. Employers must provide reasonable accommodation in all employment activities unless to do so would cause an undue hardship. 6 9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract. a. The contractor shall notify all potential subcontractors and suppliers and lessors of their EEO obligations under this contract. b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations. 10. Assurance Required by 49 CFR 26.13(b): a. The requirements of 49 CFR Part 26 and the State DOT’s U.S. DOT-approved DBE program are incorporated by reference. b. The contractor 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 contracting agency deems appropriate. 11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA. a. The records kept by the contractor shall document the following: (1) The number and work hours of minority and non-minority group members and women employed in each work classification on the project; (2) The progress and efforts being made in cooperation with unions, when applicable, to increase employment opportunities for minorities and women; and (3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women; b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project, indicating the number of minority, women, and non- minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July. 7 III. NONSEGREGATED FACILITIES This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of $10,000 or more. The contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location, under the contractor's control, where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms, and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy between sexes. IV. DAVIS-BACON AND RELATED ACT PROVISIONS This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size). The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. Contracting agencies may elect to apply these requirements to other projects. The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 “Contract provisions and related matters” with minor revisions to conform to the FHWA-1273 format and FHWA program requirements. 1. Minimum wages a. All laborers and mechanics employed or working upon the site of the work, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are deemed to be constructively made or incurred during such weekly period. Such laborers and 8 mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under paragraph 1.b. of this section) and the Davis-Bacon poster (WH–1321) shall be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. (1) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (i) The work to be performed by the classification requested is not performed by a classification in the wage determination; and (ii) The classification is utilized in the area by the construction industry; and (iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination. (2) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration, U.S. Department of Labor, Washington, DC 20210. The Administrator, or an authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (3) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Wage and Hour Administrator for determination. The Wage and Hour Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (4) The wage rate (including fringe benefits where appropriate) determined pursuant to paragraphs 1.b.(2) or 1.b.(3) of this section, shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. 9 c. Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2. Withholding The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, after written notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and basic records a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. 10 b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee ( e.g. , the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division Web site at http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.. (2) Each payroll submitted shall be accompanied by a “Statement of Compliance,” signed by the contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (i) That the payroll for the payroll period contains the information required to be provided under §5.5 (a)(3)(ii) of Regulations, 29 CFR part 5, the appropriate information is being maintained under §5.5 (a)(3)(i) of Regulations, 29 CFR part 5, and that such information is correct and complete; (ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations, 29 CFR part 3; (iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH–347 shall satisfy the requirement for submission of the “Statement of Compliance” required by paragraph 3.b.(2) of this section. (4) The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under section 1001 of title 18 and section 231 of title 31 of the United States Code. c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, 11 after written notice to the contractor, the contracting agency or the State DOT, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and trainees a. Apprentices (programs of the USDOL). Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in accordance with that determination. In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. b. Trainees (programs of the USDOL). Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and 12 individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30. d. Apprentices and Trainees (programs of the U.S. DOT). Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal- aid highway construction programs are not subject to the requirements of paragraph 4 of this Section IV. The straight time hourly wage rates for apprentices and trainees under such programs will be established by the particular programs. The ratio of apprentices and trainees to journeymen shall not be greater than permitted by the terms of the particular program. 5. Compliance with Copeland Act requirements. The contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract. 6. Subcontracts. The contractor or subcontractor shall insert Form FHWA-1273 in any subcontracts and also require the subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5. 7. Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 13 8. Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. 10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. V. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT The following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchmen and guards. 1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 2. Violation; liability for unpaid wages; liquidated damages . In the event of any violation of the clause set forth in paragraph (1.) of this section, the contractor and any subcontractor responsible therefor shall be liable for the unpaid wages. In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in paragraph (1.) of this section, in the sum of $10 for each calendar day on which such individual 14 was required or permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph (1.) of this section. 3. Withholding for unpaid wages and liquidated damages. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (2.) of this section. 4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (1.) through (4.) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs (1.) through (4.) of this section. VI. SUBLETTING OR ASSIGNING THE CONTRACT This provision is applicable to all Federal-aid construction contracts on the National Highway System. 1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116). a. The term “perform work with its own organization” refers to workers employed or leased by the prime contractor, and equipment owned or rented by the prime contractor, with or without operators. Such term does not include employees or equipment of a subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be included in this term if the prime contractor meets all of the following conditions: (1) the prime contractor maintains control over the supervision of the day-to-day activities of the leased employees; (2) the prime contractor remains responsible for the quality of the work of the leased employees; (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and 15 (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the submission of payrolls, statements of compliance and all other Federal regulatory requirements. b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 2. The contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the contractor under the contract provisions. 3. The contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract. 4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. 5. The 30% self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. VII. SAFETY: ACCIDENT PREVENTION This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR 635). The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR 1926) promulgated by the Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 16 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C.3704). VIII. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal-aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each Federal-aid highway project (23 CFR 635) in one or more places where it is readily available to all persons concerned with the project: 18 U.S.C. 1020 reads as follows: "Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or Whoever knowingly makes any false statement, false representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or Whoever knowingly makes any false statement or false representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall be fined under this title or imprisoned not more than 5 years or both." IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT This provision is applicable to all Federal-aid construction contracts and to all related subcontracts. 17 By submission of this bid/proposal or the execution of this contract, or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, or subcontractor, as appropriate, will be deemed to have stipulated as follows: 1. That any person who is or will be utilized in the performance of this contract is not prohibited from receiving an award due to a violation of Section 508 of the Clean Water Act or Section 306 of the Clean Air Act. 2. That the contractor agrees to include or cause to be included the requirements of paragraph (1) of this Section X in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. X. CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR Parts 180 and 1200. 1. Instructions for Certification – First Tier Participants: a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below. b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances. e. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. “First Tier Covered Transactions” refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or 18 general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.gov/), which is compiled by the General Services Administration. i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. * * * * * 2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion – First Tier Participants: a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals: (1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency; 19 (2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; (3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification; and (4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. 2. Instructions for Certification - Lower Tier Participants: (Applicable to all subcontracts, purchase orders and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200) a. By signing and submitting this proposal, the prospective lower tier is providing the certification set out below. b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. d. The terms "covered transaction," "debarred," "suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180 and 1200. You may contact the person to which this proposal is submitted for assistance in obtaining a copy of those regulations. “First Tier Covered Transactions” refers to any covered transaction between a grantee or subgrantee of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a grantee or subgrantee of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers). e. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or 20 voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated. f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the Excluded Parties List System website (https://www.epls.gov/), which is compiled by the General Services Administration. h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. * * * * * Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-- Lower Tier Participants: 1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency. 2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. * * * * * 21 XI. CERTIFICATION REGARDING USE OF CONTRACT FUNDS FOR LOBBYING This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed $100,000 (49 CFR 20). 1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. b. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 2. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. 1352. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. 3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such recipients shall certify and disclose accordingly. 22 ATTACHMENT A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965. 1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except: a. To the extent that qualified persons regularly residing in the area are not available. b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work. c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below. 2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service. 3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required. 4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number requested, the State Employment Service will forward a certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above. 5. The provisions of 23 CFR 633.207(e) allow the contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region. 6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work. Amendment to Form FHWA 1273 Revised January 25, 2016 AMENDMENT REQUIRED CONTRACT PROVISIONS (Exclusive of Appalachian Contracts) FEDERAL-AID CONSTRUCTION CONTRACTS The Federal–Aid provisions are supplemented with the following: XII. Cargo Preference Act 1. U.S. Department of Transportation Federal Highway Administration memorandum dated December 11, 2015 requires that all federal-aid highway programs awarded after February 15, 2016 must comply with the Cargo Preference Act and its regulation of 46 CFR 381.7 (a)-(b). Construction Drawings CHAPEL HILL BLVDCOPYRIGHT 2021 BY ANDERSON PERRY & ASSOCIATES, INC.Know what'sbelow.before you dig.CallRG-001DAVID ZABELL - City ManagerSTEVE WORLEY - Public Works DirectorMARIA SERRA - CIP ManagerROAD 68 WIDENING - SOUTH OF I-1822021ates, natural resourcesandersonassocperryengineering&surveying..inc.i214 E. Birch - Walla Walla, WA 99362 Ph: (509)529-9260 Fax: (509)529-8102LA GRANDE, OR. WALLA WALLA, WA. REDMOND, OR. HERMISTON, OR.CITY COUNCILCITY OFFICIALSVICINITY MAPCITY OF PASCO, WAPROJECTLOCATIONINDEXSHEET NO.PAGE NO.G-001 COVER1G-002 GENERAL NOTES2G-003 LEGEND3G-004 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN4G-005 TRAFFIC CONTROL PLAN5D-101SITE PREPARATION PLAN6C-101 SITE PLAN STA 1+00 TO STA 3+507C-102 SITE PLAN STA 3+50 TO STA 7+008C-103 SIGNING AND STRIPING PLAN9C-501 MISCELLANEOUS DETAILS10CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO. STPUL-3515(009)SAUL MARTINEZ - MayorBLANCHE BARAJAS- Mayor Pro-TemRUBEN ALVARADOPETE SERRANODAVID MILNECRAIG MALONEYZAHRA ROACHCITY OF PASCO OPERATIONS (509) 545-3463CASCADE NATURAL GAS (509) 736-5563FRANKLIN PUD(509) 545-5953CHARTER COMMUNICATIONS (509) 572-0537WILLIAMS PIPELINE(509) 544-9216CONTACTSR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-G001 COV.dwg, 3/22/2021 6:12:05 AM G-002GENERAL NOTESates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)GENERAL CONSTRUCTION NOTES  BASIS OF SURVEY:ABBREVIATIONSHORIZONTAL AND VERTICAL DATUM:POINTNO.NORTHINGEASTINGELEVATIONDESCRIPTIONR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-G002_GEN.dwg, 3/22/2021 6:12:17 AM A212" SS12" SS12" SDPROPOSEDEXISTINGPROPOSEDWATEREXISTINGRESTORATIONPROPOSEDEXISTINGSURVEY6" WTRAFFIC CONTROLSURFACE FEATURESMISC. UTILITIESSEWER/STORM DRAIN12" PSDETAIL11SECTIONA1LEGENDG-003LEGENDates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)R:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-G003_LEG.dwg, 3/22/2021 6:12:23 AM ROAD 68 CHAPEL HILL BLVDI-18212AINTREE DRG-004TEMPORARY EROSION AND SEDIMENT CONTROL PLANates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)LEGENDCONSTRUCTION NOTESEROSION CONTROL NOTESR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-G004_TESCP.dwg, 3/22/2021 6:12:29 AM ROADWORKAHEADLANECLOSEDRIGHTAHEADPCMSWORK AREAG-005TRAFFIC CONTROL PLANates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)GENERAL TRAFFIC CONTROL NOTES:LEGENDCHANNELIZATION DEVICE SPACING (FEET)MPHTAPERTANGENTBUFFER DATALONGITUDINAL BUFFER SPACE = BPCMSRIGHTLANECLOSUREAHEADFIELD LOCATE INADVANCE OF LANECLOSURE SIGNING.PCMSR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-G005_TCP.dwg, 3/22/2021 6:12:32 AM ROAD 68JULI E L N D-101SITE PREPARATION PLANates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)SHEET KEY NOTESDEMOLITION LEGENDR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-D-101.dwg, 3/22/2021 6:12:39 AM CHAPEL HILL BLVDROAD 68C-101SITE PLAN STA 1+00 TO STA 3+50ates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)ROAD KEY NOTESSTORM KEY NOTESC-102C-102R:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-C-101_102.dwg, 3/22/2021 6:12:50 AM ROAD 68C-102SITE PLAN STA 3+50 TO STA 7+00ates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)C-101C-101ROAD KEY NOTESSTORM KEY NOTESR:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-C-101_102.dwg, 3/22/2021 6:12:54 AM CHAPEL HILL BLVDROAD 68ROAD 68C-103SIGNING AND STRIPING PLANates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)STRIPING KEY NOTESBELOWBELOWABOVEABOVER:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-C-103_SGN.dwg, 3/22/2021 6:13:06 AM C-501MISCELLANEOUS DETAILSates, natural resourcesandersonassocperryengineering&surveying.inc.iCITY OF PASCO, WAROAD 68 WIDENING - SOUTH OF I-1822021.COPYRIGHT 2021 BY ANDERSON PERRY & ASSOC., INC.CITY OF PASCO PROJECT NO. 20009FEDERAL AID NO: STPUL-3515(009)TYPICAL SECTION1C-501R:\Clients\Pasco, City of\6094-23 Road 68\060 Design\6094-23-060C-C-501.dwg, 3/22/2021 6:13:13 AM