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Home My WebLink AboutPW17-402 - Original - Northwest Cascade, Inc - Contract - 07/21/17 r sir '/'✓40, 0 Re `k11ordS5 n,. JeN Ma/l,n,"',,,,"","�/��""',":,emt::�",rit - T Document 11. CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to City Clerks Office. All portions are to be completed. If you have questions, please contact. City Clerk's Office. Vendor Name: Northwest Cascade, Inc. Vendor Number: JD Edwards Number Contract Number: This is assigned by City Clerk's Office Project Name: Woodford Ave. N. Drainage Improvements [description: El Interlocal Agreement 0 Change Order 0 Amendment ® Contract D tither: Contract Effective Date: Cate of the Mayor's signature Termination Date: 20workngdays Contract Renewal Notice (Days): Number of days required notice for termination or renewal or amendment Contract Manager: Richard Schleicher Department: Engineering Contract Amount: $207,912.6 Approval Authority: (CIRCLE ONE), Department Director Mayor Lityouncil Detail: (i.e. address, location, parcel number, tax id, etc.): The project consists of installing 400 linear feet of new storm sewer and appurtenances, side wer reloc'tions drid street restoration. Minor sideW61 -6nd- driveway replacement will be necessary to facilitate the storm drain installation. Removal of the existing storm drain-_is-a'lsa included ..rt this..projdct, As of: 08/ 7/14 umi�li� i � i � ` ,uii �� niullll �IIII i � i �� I � � � uplW�lllu �� p IS IIIIIIIII� III�IIII�IIiuJiiiiiiiillllilumulmu��iill�� liili ' Illlllllllmliuuilllluulumluui� iii��ui�iiiiii' � i � ulll�llll��ugm �IIIIIIIiuUlllilu� ll �w tluiii�luiii�� il ��ll 'iIII �� I ,iufhll0�lillllli ��I�'�� j�l�ll�ll4ii� '� i �uiiillu i iui�R , , , '� ' � it p I�uVuuillJ�u�u� u I ,,, I I i V � II � � � i I�u , ullhili r II i ii ry� �ii Ilil � ii illllul �l it ��I � N� � �i �I�illiliO� �I�iI �� I � KyM�4�w�wJ� � � �i��llli � ij�lllllllll7 ul �luulllll li �, uIV � a s ��I � i i t uu� uuuuip'u , I iil � ! i !��f '�P�i��dL�rx�ca�kaglok� �P;R �i � ' i i iul� r i a ii iui ilii� ` �' � i �� ili it � �iiw Ii lilir��O�Y� � ��f1�+&�� , 'vv II Ili ii�u � � ii�i�li ii �i i II ill i I � iil iil�lllll I I r ,� � I� I / ��ii � � � a i iilii � I �I� � �I�M� � � �ii �� I I ��Ill�lluwlll �lii � ii�ii�llluu��►�i ��f1�� i�� i r � � � �r � ti II u�lli �q � iin � �I� i�l�ll� ll�liu � � iVi � i �ii �'rll � iii� ilk I � j� lmi it uxn iv � iV i ep �� . it I ��i ��l ill II � I �i��da�xi �'� �ui � V � ulii4ilVi� �u��I�agY7,,�i� i � I� illui � um ullliil l '�I�� i � � i i i ; wall I u � � u i� � it II I il! ii i i � ;,� �� dl . 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DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY ). LAPORTE, P.E. PUBLIC WORKS DIRECTOR a� w KENT WA5HINGTON• �� R� 37912' s cis-rrA" BIDDER'S NAME 1 yVI� W�bT vA }moo v(� CITY OF KENT KING COUNTY, WASHINGTON KENT SPECIAL PROVISIONS FOR Woodford Avenue North Drainage Improvements Project Number: 17-3007 BIDS ACCEPTED UNTIL BID OPENING June 27, 2017 June 27, 2017 1:45 P.M. 2:00 P.M. DELIVER TO CITY OF KENT, CITY HALL 220 4th Avenue S., Kent, WA 98032-5895 TIMOTHY J. LAPORTE, P.E. PUBLIC WORKS DIRECTOR KEN T W A S H I N 0 T 0 N ORDER OF CONTENTS Invitation to Bid Contractor Compliance Statement Declaration — City of Kent Equal Employment Opportunity Policy Administrative Policy 1 .2 — Minority and Women Contractors City of Kent Equal Employment Opportunity Compliance Statement Proposal City of Kent Subcontractor List (over $100K) Subcontractor List (over $1 million) Contractor's Qualification Statement Proposal Signature Page Bid Bond Form Combined Declaration Form Non-Collusion, Minimum Wage Change Order Bidder's Checklist Payment and Performance Bond Contract Table of Contents Kent Special Provisions Kent Standard Plans Prevailing Wage Rates INVITATION TO BID C' of Kent Washington, will receive sealed bids at the City � Notice is hereby given that the City g , Clerk's office through June 27, 2017 up to 1:45 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must ! be delivered and received at the City Clerk's office by the above-stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud at 2:00 i p.m. for the City of Kent project named as follows: 1 Woodford Avenue North Drainage Improvements Project Number: 17-3007 E ' The project consists of installing approximately 400 linear feet of new storm sewer and appurtenances. This work also includes side sewer relocations and street restoration. Minor E sidewalk and driveway replacement will be needed to facilitate storm drain installation. Removal of existing storm drain is also included in this project. 5 i # The Engineer's estimated range for this project is approximately $160,000-$190,000. Bid documents may be obtained by contacting City of Kent Engineering Department, Nancy Yoshitake at 253-856-5508. For technical questions, please call Richard Schleicher at 253-856- 5525. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. Each bid shall be in accordance with the plans and specifications and other contract documents now on file in the office of the City Engineer, City of Kent, Washington. Paper copies of the plans and Kent Special Provisions may be purchased at a non-refundable cost of $50 for each set. Plans and specifications can also be downloaded at no charge at KentWA.gov/doina- business/bids-procurement. Copies of the WSDOT Standard Specifications are available for perusal only. A cashier's check, cash or surety bond in the amount of 5% of the bid must be included with the bid. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of si (60) days after the day of bid opening. Dated this 7"' day of June, 2017. nn BY: rimberley A. Komoto, City Clerk Published in Daily Journal of Commerce ion June 13 and 20, 2017 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date 6 - This statement relates to a proposed contract with the City of Kent named Woodford Avenue North Drainage Improvements Project Number: 17-3007 I am the undersigned bidder or prospective contractor. I represent that - 1. I �a have, have not, participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. tl Ejhd` , NAME OF BIDDER BY: SIGNATURE/TITLE VIP. ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) Woodford Drainage Improvements/Schleicher 1 June 7, 2017 Project Number: 17-3007 DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: For: 1`►� Title: V Date: Ul Woodford Drainage Improvements/Schleicher 2 June 7, 2017 Project Number: 17-3007 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1.2 EFFECTIVE DATE: January 1, 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1, 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding contracts with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1. Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the contract. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1. Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines. Woodford Drainage Improvements/Schleicher 3 June 7, 2017 Project Number: 17-3007 t PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that lVUI`.1 MMc�J_ CA5QDE,11-�C has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named Woodford Avenue North Drainage Improvements/Project Number: 17-3007 for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Kent Special Provisions (KSP) or the Standard Specifications (WSDOT). Reference the Section No. listed in this proposal, where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions, marked with asterisk (*), appear in more than one schedule of the proposal, the bidder must bid the same unit price on corresponding items for each schedule. If the Contractor enters different unit prices on these items, the City will unilaterally revise the bid amounts to the lowest unit price on each corresponding item and recalculate the Contractor's total bid amount. The corrected total bid amount will be used by the City for award purposes and fix the amount of the contract bond. EXAMPLE SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1006 2-03.5 100 Roadway Excavation, $14.00 $1,400.00 WSDOT CU YDS Including Haul Per CY Any bids not filled out properly may be considered non-responsive. Woodford Drainage Improvements/Schleicher 5 June 7, 2017 Project Number: 17-3007 t SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 1000 1-09.7 1 Mobilization $ 1(��,ft' 00 $ 1�j `0-D WSDOT LUMP SUM Per LS 1010 2-02.5 290 Remove Existing Asphalt $ 0 OU $ W-00 KSP SQ YDS Concrete Pavement Per SY 1050 2-02.5 480 Saw Cut Existing Asphalt $ 4, 'RD $ t5d 60-OJ KSP LN FT Concrete Pavement Per LF 1055 2-02.5 50 Saw Cut Existing Cement $ l�, 00 $ WX)-6V KSP LN FT Concrete Pavement Per LF 1060 2-03.5 400 Roadway Excavation Incl. $ 40• q) $ WSDOT CU YDS Haul Per CY 1070 2-12.5 5 Geotextile Fabric, Woven $ 3 1.00 $ 07) KSP SQ YDS Per SY 1080 4-04.5 65 Crushed Surfacing Base $ I I� 00 $ 77I5,6V WSDOT TONS Course Per TON ($6.00 Min) 1085 8-15.5 5 Mechanically Embedded $ 153,00 $ 705.OV KSP TONS Riprap Per TON ($6.00 Min) 1086 7-08.5 11 Street Restoration $ 4 O. Aj $ KSP TONS Per TON 1095 5-04.5 77 Commercial HMA, PG 64-22 $ 7a7. 00 $ 1-71��S.Ov KSP TONS Per TON Woodford Drainage Improvements/Schleicher 6 June 7, 2017 Project Number: 17-3007 SCHEDULE I - STREET ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 1145 8-14.5 10 Cement Concrete Sidewalk $ 5)5.ob $ WSDOT SQ YDS Per SY 1146 8-06.5 6 Cement Conc. Driveway $ 1570 Ob $ 3�ao r WSDOT SQ YDS Entrance Type KSP 6-43 Per SY 1315 8-28.5 5 Pothole Utilities $ 700,66 $ KSP EACH Per EA 1355 1-04.4(1) 1 Minor Changes $5,000.00* $5,000.00 WSDOT CALC Per CALC *Common price to all bidders Sub Total $ `?d 610 10% WA State Sales Tax $ �� (b 'qv Schedule I Total $ IU l 51R. Yy Woodford Drainage Improvements/Schleicher 7 June 7, 2017 Project Number; 17-3007 SCHEDULE III - SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 3000 7-18.5 50 Ductile Iron Sewer Pipe $ 195.40 $ 0-d WSDOT LN FT 4 In. Diam. Per LF Sub Total $ 10% WA State Sales Tax $ �as. Schedule III Total $ log Woodford Drainage Improvements/Schleicher 8 June 7, 2017 Project Number: 17-3007 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 4015 7-04.5 75 Solid Wall PVC Storm Sewer $ q5.O"o $ WSDOT LN FT Pipe, 12 In. Diam. Per LF 4025 7-04.5 350 Solid Wall PVC Storm Sewer $ 6S'oo $ 1 ,aSz •00 WSDOT LN FT Pipe, 18 In. Diam. Per LF 4120 7-05.5 4 Vaned Catch Basin $ -700•Oo $ KSP EACH Frame and Grate Per EA 4135 2-02.5 130 Remove Existing Storm Sewer $ I to,bo $ 'Ab&`6z) KSP LN FT Pipe Per LF 4140 7-08.5 2 Plugging Existing Pipe $ 3sD.00 $ 7001W WSDOT EACH Per EA 4141 7-08.5 4 Cap Existing Cast Iron Pipe $ 495,00 $ '7Do`&v KSP EACH Per EA 4145 2-02.5 3 Remove Existing Catch Basin $ 760•00 $ Al Do,OTC KSP EACH or Manhole Per EA 4150 2-09.5 2,750 Shoring or Extra Excavation $ I),,5 $ &9 7 SO WSDOT SQ FT Class B Per SF 4170 7-08.5 650 Pipe Zone Bedding $ J l.51 $ KSP TONS Per TON 4172 7-05.5 3 Catch Basin Type 1L $ 11�o �$ 33Do• KSP EACH Per EA Woodford Drainage Improvements/Schleicher 9 June 7, 2017 Project Number: 17-3007 SCHEDULE IV - STORM SEWER ITEM SECTION APPROX. ITEM UNIT TOTAL NO. NO. QUANTITY PRICE AMOUNT 4181 7-05.5 1 Catch Basin Type 1 $ ll boa $ KSP EACH Per EA Sub Total $ 61 j A - S-D 10% WA State Sales Tax $ to 110q 1, 7S Schedule IV Total $ 104 3 "l a Woodford Drainage Improvements/Schleicher 10 June 7, 2017 Project Number: 17-3007 SCHEDULE V - TRAFFIC CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO. QUANTITY PRICE AMOUNT 5005 1-10.5(1) 1 Project Temporary Traffic $ M,466 610$ to WSDOT LUMP SUM Control Per LS 5105 8-22.5 420 Double Yellow Center Paint $ ?3�00 $ lam-OC% KSP LN FT Stripe Per LF Sub Total $ 10% WA State Sales Tax $ °�, �� Schedule V Total $ '-9 q�c1d,b, Woodford Drainage Improvements/Schleicher 11 June 7, 2017 Project Number: 17-3007 SCHEDULE VII - TEMPORARY EROSION AND SEDIMENTATION CONTROL ITEM SECTION APPROX. ITEM UNIT TOTAL NO NO UANTITY PRICE AMOUNT 7015 8-01.5 10 Inlet Protection $ lobU) $ ),Ut, GO KSP EACH Per EA 7025 8-01.5 20 Clear Plastic Covering $ KW- $ WO,60 KSP SQ YDS Per SY 7030 8-01.5 20 Street Cleaning $ ) Do� tb $ 5600 .0) WSDOT HOUR Per HR Sub Total $ &X)b, 10% WA State Sales Tax $ c�Wt yC Schedule VII Total Woodford Drainage Improvements/Schleicher 12 June 7, 2017 Project Number: 17-3007 BID SUMMARY Schedule ICI Schedule III �Da • �� Schedule IV (02 9. a5- Schedule V 4r l a "-C) Schedule VII TOTAL BID AMOUNT Woodford Drainage Improvements/Schleicher 13 June 7, 2017 Project Number: 17-3007 e CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Woodford Avenue North Drainage Improvements Project Number: 17-3007 Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE Woodford Drainage Improvements/Schleicher 14 June 7, 2017 Project Number: 17-3007 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: 0 KD_\ We51 C�f45C�� De) IK)C Project Name: Woodford Avenue North Drainage Improvements Project Number: 17-3007 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Heating, Ventilation, and Air Conditioning Subcontractor Name: Plumbing Subcontractor Name: Electrical Subcontractor Name: Sig I r Date Woodford Drainage Improvements/Schleicher 15 June 7, 2017 Project Number: 17-3007 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.3S0) THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. Woodford Drainage Improvements/Schleicher 16 June 7, 2017 Project Number: 17-3007 If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: �V(1j �� T � 1�C�-A�� T�►� NAME: ADDRESS: ! U' Ui� �373 PRINCIPAL OFFICE: ADDRESS: R O PURR E . 11� WO n 7 PHONE: ��"_r l- �Q�I'DI �' 3-? II i FAX: - �)`f 0 ' A� � _ 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). Woodford Drainage Improvements/Schleicher 17 June 7, 2017 Project Number: 17-3007 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 Frow m ,�n(y years has your organization been in business under its present business name? �+Lpr5 2.2.1 Under what other or former names has your organization operated? N ) ))- 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: )1-T I fttP 2.3.2 State of incorporation: WA,50Iwho _ 2.3.3 President's name: OML �,,�.�. : cdj5i 2.3.4 Vice-president's name(s :6p.,U; OTTS 2.3.5 Secretary's name: M RK)1 PE-RF"M 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable): 2.4.3 Name(s) of general partner(s): 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally *uad to do busess and indicate license numbers, if applicable. �1� 136 W ,. ' s�3.2 lsdictions l which your organizations partnership or trade name is fil ed.W IWT-b-Q-5MjC 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4GP CEV I L �IZV 1CIu5j 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? �J0 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? N(D Woodford Drainage Improvements/Schleicher 18 June 7, 2017 Project Number: 17-3007 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years?NZ 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) �l0 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. /�RTTp►Q-)4V-J> 4.4.1 State total worth of work in progress and under contract: l I 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. CtEE ATMC HErM 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. OEE "KHEr)) 4.7 On a separate sheet, list your major equipment.t� RiT'RCMED 5. REFERENCES 5.1 Trade References: Wl�E 5.2 Bank References:wasFfiKw3RNK -ixi efia"Ic,M :KOMNI WA 5.3 Surety: 0 DEwkq-V- C-->iT CO. Ol�"Mpr ZZ+L l 5.3.1 Name of bonding company:.PROpF-L- LAfana 5.3.2 Name and address of agent:C��j (� fit U Ka rick-16. FINANCING � - 6.1 Financial Statement. .ft bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as an intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Woodford Drainage Improvements/Schleicher 19 June 7, 2017 Project Number: 17-3007 Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes); Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent- subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated at this day of �� L-' , 2017. Name of Organization: WomwtnlT �E By: Title: NST UC.T o- 7.2 �YliO►J�. UQ �S , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of , 2017. Notary Public: My Commission Expires: n a Johnson Notary PUbliC State of Washington Woodford Drainage Improvements/Schleicher 20 My Comm. Expires 11 I&Ild Y Project Number: 17-3007 ■ k & & & & & k J J / k 2 k 0 Q a ■ � ■ a 2 0 0 0 0 0 0 0 0 0 0 R R o 0 0 0 0 o 0 o E 2 2 k 04 k k k 2 k 0 Q c � 0. n $ M n o n o U-) o Lag 2 W o 7 - 2 0 2 2 0 m r- � / £. — � 0) U U9, 0% Q 2 co ° co § c c ° o g c c ■ . ccn a § @ £ § ° g - E o ■ 3 2 0 • g 7 : w C / � ƒ ƒ ƒ U U § J 0 U U ( cn w co 7 @ a « 2 « « « m co cn cm 2 k a 2 c 4) k co a. a . E g 2 k k § / o a c 2 R E 2 ƒ c w f A § j f 2 § R o c e E @ § » § m E 2 a $ 2 00 R 30 c rn 0 m U _U U c 0 >,L L c p (n Q c '� U N 'C c N m Nl M 2 m m ("n u� = 8 " a7 � W 000G �p � c ai d � j00 i ALL 0OLOIALO (OLO0000In0toLOO .c CO M (D 1'- N O 00 OD 00 co c0 N 00 CO 00 CO CO 3 0 NMMMP) C.) mMcoMtOLO "TVU0 (D CL t- r r r r r r r r r r r r X o N N N N N N N N N N N N N N N N N O O � CN � V C> O _OO � OO _r � _O �' QO OOCON � (DC) OC�OOC�00�0 LO CV rr (0 ¢ � Q ¢ Q c ¢ co 39: o fl >;¢ ¢ Q ¢ ¢ QQ ¢ ai ¢ Q ¢ ¢ 5 m � � � � D 0 (d (d (o cd 6.660 >% c� (o (v (o a� `o m cCL E c o m c Y 't m d m •� � m m c"a 3Cn Ow a? E 0 6 (£a m :.' c 2 aOi f0 � 3 E m c w m o 0 3 O o c ° c a c� a? o uOi m > > 0 c a m � 2 (nenLLM U) NeN- aa ° > Q (oN �! V O Co Q O O O 1- O r LO LO M O O O lO r- O O O O N CO tD N CO N m (D a N M N N r CM f� CV (D Cry 4 (D Cp 6 CO 0; C7 co, C), M NOtiW0 (DvONMONNl,- Co0 (00 (O M O (O O OO r f-- N 'T to co 0) 4zt Nf CO �+ �+ r I�(h Ln r Ln ai pj pj 00 (p OD tow)- co- lC) CA � (D 0) M r O to O LO m c N10NCON 11M0 (O lO 69 69 69 69 64 6%6% w 69 69 69 69 69 69 69 69 69 0- IL N Y m a m a) m , m (o -mommmmm �, mcacom O 3 acE8c000 � EacEocu z0 > � °,�° � � mo � t0mfm- � F- O O 0 O c 0 0 0 0 0 (�j 0 0 0 O O ='� UUJUUHUUUUUO_ U000 $ 0 § ~ ~ 400 C % U U ƒ U § 2 « « CD « « n J V � : a q E E o a co cod 0 COo g CO LOr.- w w d CO 00 t § a. ° n q_o 7 � U 2 2 CD 'grcn ¥ q CO % / COV CO _o — C t � � U 69, m 6 m a � � k 00 Lo R CD 0 m / c $ - § £ c o ƒ a Z5 2 2 / 2 / / k 5 k ƒ = @ c C = CO 2 2 U o U U t k c Q U- 2 k k .2 = k ° co ® (L < ƒ £ ƒ ƒ ? Co � � a a 2 2 E 0 2 ° § o a)CD 2 ƒ a k (D J § W m k0. 2 c k K E CL � 2 k ƒ U U U U k k 2 T, W Key Personnel Experience and Qualifications Education: Name and Title: Clint Myers,Construction Manager B.S./2005/Construction Management/Central Washington Universi Summary of Experience and Qualifications ty Mr.Myers has over 17 years of experience in the Construction Indus Cascade,Inc.,Mr. Myers has participated as a Project Manager on many 1 ge During is road year career with Northwest been responsible for projects ranging in value from$10,000 to$10,000.00+. throughout Western Washington in water system improvements,storm drainage facilities building Projects. He has Mr.Myers has managed projects main sanitary sewer installation and roadway improvements. gravity and force Name and Title: Michael Klvley,General Superintendent Summary of Experience and Qualifications Mr. Kivley,has over 30 years experience in the construction Indiusty. Darien Inc.,Mr.Kivley has participated as a Superintendent on numerous large utility/road building g the 6 earswith Northwest Cascade, involved with projects ranging in value from approximately$100,000 to$10 000 000+. projects throughout Washington state including capital improvement projects,water system improvements, h s was Mr.Kivley has supervised drainage facilities,gravity and force main sanitary sewer installation and roadway improvements and retention Name and Title: Chris Quesenburu roect Manager Education: B.S./2002/ConstructionJManagement/Central Washington Universit Summary of Experience and Qualifications y During his 13 year career with Northwest Cascade,Inc.,Mr. Quesenbury has participated as a Project Mane r on many large utility projects. He has been responsible for projects ranging Quesenbury has managed projects throughout Western to including water from system improvements,0000 eMr drainage facilities,gravity and force main sanitary sewer installation,sewer pretreatment systems,septics st installationsstorm ),and roadway improvements. system Name and Title: Robert N.Albornoz,Jr. P.E. Education: B.S./ I997/Civil Engineering,University of Washington Active Registration: 1. 2005/P.E./Washington/41769 2. 2006/P.E./Virginia/41717 3. 2006/P.E./Maryland/32971 5. 2007/P.E./North Carolina/32818 6. 2007/P.E./Idaho/1302795 Summary of Experience and Qualifications During his 14 year professional career in wastewater engineering, Mr. Albornoz has Participated as a ro' engineer, estimator, technical drawings manager and/or technician on a variety of onsite wastewater treatment designs relating to residential, small community and/or commercial applications. He has been responsible for design/build projects ranging in value from $25,000 to $3,000,000. Mr. Albornoz has designed or been directly involved with specialty wastewater treatment projects across the United States including S.T.E.P.collection,gravity sewer collection, Nibbler pretreatment systems, Bioclere treatment systems, decentralized sewer treatment applications, detention ponds, UV disinfection, recirculation gravel filters,mound systems and dispersal techniques such as spray irrigation,drywells/seepage pits,pressure distribution and drip disposal. Key Personnel Experience and Qualifications—Page 2 Name and Title:Education: Micah Thompson,Project Manager/Estimator Summary of Expe B.S./2014 Qualifications Administration/Central Washington University rience and Mr.Thompson has over 9 years of Cascade,Inc.,Mr. Thompson has experience in the Construction industry.During his 2 projects.He Participated as an Assistant Project Manager on several utility utility/road b career uilding West has been involved with projects ranging�value from a Thompson has assisted in managing Projects in cludin approximately$50,000 to$4,300,000 Mr. gravity and force main sanitary sewer installation,and roadway imprystem ovements.ants,storm drainag e facilities, a $ $ $ $ 8 $ 8 $ $ $ $ $ S g g o g a 8 OR cr cr og �gQ SBoposppsg $ � $ ggpO p N O O po O O o pp p o oa oS O N N N tp ^ p p Gp p p Q N S T ^ ^ m C O . 61 KW a 0 'g (W� O Q O o O U Q m m �n co im co J tW0 W o ^ co N 'z` }� ^ h N M LL N eA n J try T (NN7 v U W W Q O � Q g " dQ Fx p' p pLL FF x W M u`� a s Sc W F cC CO) pp b o o w �+ Ch Ip cr � N fD ^ � � e�.3S p 'NV LX LL LL rn LL $ u� x ,�,?, W w LL 0000000 .0 F000 _� F � o � o ❑ _ _ co ?Im a� m W °o m LL LL 2 O O LL O O O O O O LLO LLO C7 Y Y r m ° 0-0 7 U U U N N N N N Y O > C7 F - a w a aj C7 c ~ zar4 SRW' j� oF5o u U a a ��Uaa LL Q O > zO au! 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O fY m 0w W CID w �j !11 S C U a F" a Cw7 (9 m I w w cY5 W W W ¢ ¢ o cX, w w ¢ ¢ 3 a� c7 c� c� w 3 3 3 c m d z > a w O Ct N N F (0 w 0 aCL � � wr- 3g a � e� M �•, v �n a� W z �TU1 Ce S J{o NW a S erg+» RTHWE -� ft CA C SOX 73399, g FaX 707,584-2334 Credit Department. e hereby request an Open We sobnlit the following info We with nnation for Your review army under the Bank.: Your reviews and in+''esti Hanle of North Wells gation: Cascade Fargo Bank , Inc. 1201 Pacific Arse Tacoma, WA 98402 Contact: Michelle News PH'mNE 253-593_ Newman Insurance Broker: 578p FAX 25 - Max Henley Propel Insurance P. 0- Beak 11208 Tacoma, WA 98411 PHONE 2,53,7 9'.2200 UAccounts Payable Shari Na FAX 253.782.8859 Number: �rCad'ski Contractor's License Number: G27"49-149 253- 23?1 x q�4' i Federal I.b, Number: NORTHC1148BG ErraplaYrnent Security. (Worker'. 91-08„26936 References. Randles omp). 307181 Sand o and Gravel Inc. 19209 Ca P'u P1fu you Rd. E. R WA 98376- 3"14 PHONE 253.531.8800 FAX 283.847.4397 Williams Oil Miter Service Co. Shope Enterprises 1247 Puyallup Ave 1618 E , Inc Tacoma, We 98421 Puyallup, W 1W1ai'rr Av e.. PHONE 253.627.8163 a 9e. 372 FAX 253.627.8232 PHONE 283.848.165, FAX 253.864.6172 Cor►t+nue Req Page 2 for Credit Account Owner/0tomrs, Mark R Perry. CEO Chairman of Board 512 S Wilton Rd Tacoma, wA 8$465 Carl U71equist, President 18807135"'Ave SE Renton, WA 98058 Grog A Potts CFO 17918108I'St E Bonney Lake, WA 98391 Of oconcrete ncret Prod, Inc. performsthe indu sMal Pumping, umping g�(technata lMcs), fP�bie�>�Ices: underground uttC og cal servfce8, anm � �contractor manufa We operate under Sep We the€oliovvtng names; one manufa n9 of on-she pro fit, drain cleaning, would appreciate the a y fie , WCS ent teems. Bradstre®t number account,tea being e�blished under t� "and Flo�bc. thIt e our policy to pay by� anY additional inforrnariam�is t Cascade. inc. equipment th. Our errzplaYees hPt�omheen all props needed,please adylse. Our information on their invoke,n Placlrtg an ceder. Instructed yI�pa^ed invoices Our assurance to you or statement In turn' we request ourulersand mfthftd by number of ar our possession loner of 6M*payment de dude that^squired required inforrna#Io�y��ot berocessed pp Upon app riate Invoice being compere For assistance I�Yment until that Inf �I duals. Inv Co as In ' Please call me at 253.84g.237t. O1mation fs supplied, the Sincerely C oPotts RESOLUTION OF CORPORATE AUTHORITY OF NORTHWEST CASCADE,INC. Be it resolved that any of the four persons,CEO/Chairman Mark R. Perry,President Carl Liliequist,Chief Financial Officer/Secretary/Treasurer Gregory A.Potts,Clinton E Myers,acting singly,shall be and hereby is authorized and empowered,on behalf of Northwest Cascade,Inc., to execute contracts,letters, authorizations,commitments,proposals and other documents In the normal course of business relating to the following matters: 1. Contracts for work or materials to be furnished or supplied by the Corporation, Northwest Cascade,Inc. 2. Collection of amounts due for work or materials of Northwest Cascade,Inc. 3. Filing or release of liens,or claims against bonds or retained percentages,for work or materials furnished by Northwest Cascade,Inc. A. Any and all matters related to any of the above and foregoing. This authority shall remain in eff April 2015. ect until revoked by action of the Board of Directors. Dated this I st day of Se tarylTreasurer I certify that this is a true copy of the Resolution dated April 1,2015. hairman/CE0 Date Home Espanol Contact Search L81 A-Z Index Help My L&I Safety&Health Claims&Insurance Workplace Rights Trades&Licensing Washington State Department of Labor & Industries NORTHWEST CASCADE INC Owner or tradesperson PO BOX 73399 Principals PUYALLUP,WA 98373-0399 LILIEQUIST,CARL ANDERS,PRESIDENT 253-848.2371 PIERCE County POTTS,GREGORY ALLEN,TREASURER HEWES.CAMERON MOSES,DIRECTOR Marian!,gary e,DIRECTOR Gorski,Donald Joseph,DIRECTOR Jones,Harvey Norton,DIRECTOR WINGARD,WILLIAM B JR.SECRETARY (End:09/16/2013) Diklich,John Martin,PRESIDENT (End:09/21/2015) BARGER.STEPHEN Richard,VICE PRESIDENT (End:09/21/2015) PERRY,MARK Roger,SECRETARY (End:10/27/2015) Doing business as NORTHWEST CASCADE INC WA UBI No. Business type 278 049 149 Corporation Governing persons CARL LILIEQUIST CLINT MYERS; GREG POTTS: J R INMAN; MARK R PERRY; RON INMAN; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor........................................................ Active. Meets current requirements. License specialties GENERAL License no. NORTHC1148BG Effective—expiration 0110711986-1010112017 Bond Fidelity&Deposit Co of MD $12,000.00 Bond account no. 09050648 Help us improve s e Received by L&I Effective date 09/17/2012 10/0112012 Expiration date Until Canceled Bond history Insurance ....................... Zurich American Ins Co $1,000,000.00 Policy no. GLA-0136424-02 Received by L&I Effective date 08127l2016 10/01/2016 Expiration date 10/01/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lavisuits against 4he boricl or savings accounts during the previous 6 year period. L&I Tax debts No'L&1 tax-debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license viotations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account Is current. 265,08 - 0. Doing business as NORTHWEST CASCADE INC Estimated workers reported Quarter 1 of Year 2017"Greater than 100 Workers" L&l account contact Employer Services Help Line—360-902-4817 Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 12/02/2016 No violations Inspection no. 317942954 Location 10th Ave S Tacoma,WA 98444 Inspection results date 11/1512016 No violations Inspection no. 317942177 Location 230 County Line Road Pacific,WA 98047 Inspection results date 11/1512016 Under appeal.The results of the inspection are Inspection no. being challenged. 317942365 Dale of appeal Location 01/1212017 Help us improve 10412 John Bananola Way E Puyallup,WA 98374 Inspection results date 0 211 2/2 0 1 6 Violations Inspection no. 317938663 Location 23502 Rim Road Graham,WA 98338 Inspection results date 03/09/2015 No violations Inspection no. 317935282 Location N.38th St and N.Tyler St Tacoma,WA 98407 Inspection results date 09/24/2014 Under appeal.The results of the inspection are Inspection no. being challenged. 317424547 Date of appeal Location 02124/2017 Des Moines Memorial Drive Des Moines,WA 98198 Inspection results date 1210412012 No violations Inspection no. 316257575 Location 1-90,East of the Snoqualmie S Snoqualmie Pass,WA 98373 ®Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us Improve PROPOSAL SIGNATURE PAGE The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within twenty (20) working days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: t ��T�-�II� Si ��R � l�I�l✓ C. N�EQ E Si esentative NIMMM E. LKr5-U,P 0LM5r UCTIOM (Print Name and Title) Address VUi-�aIIUp 373 Woodford Drainage Improvements/Schleicher 21 June 7, 2017 Project Number: 17-3007 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Northwest Cascade, Inc. , as Principal, and Fidelity and Deposit Company of Maryland , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of Five Percent(5%u)of Bid Amount Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Woodford Avenue North Drainage Improvements/ Project Number: 17-3007 According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 27 DAY OF June 2017. ca e, S Fiddelity and Depos mpany of Maryland SURETY Karen C. Swanson,Attorney-in-Fact 20 Received return of deposit in the sum of $ Woodford Drainage Improvements/Schleicher 22 June 7, 2017 Project Number: 17-3007 ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York,the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by GERALD F.HALEY,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,and appoint Karen C.SWANSON,Julie R.TRUITT,Jamie DIEMER,Carley ESPIRITU,Christopher KINYON,Brent E. HEILESEN and Peter J. COMFORT, all of Tacoma, Washington, EACH its true and lawful agent and Attorney-in-Fact, to make, execute,seal and deliver,for,and on its behalf as surety,and as its act and deed:any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies, as fully and amply, to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 16th day of June,A.D.2016. ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND 8BAL en. a � }troe B Secretary Vice President Michael McKibben Gerald F. Haley State of Maryland County of Baltimore On this 16th day of June,A.D.2016,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,GERALD F. HALEY,Vice President,and MICHAEL MCKIBBEN,Secretary, of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly sworn,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 180-2849B EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V,Section 8,Attorneys-in-Fact. The Chief Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate seat, appoint attorneys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on behalf of the Company, and may authorize any officer or any such attorney-in-fact to affix the corporate seal thereto;and may with or without cause modify of revoke any such appointment or authority at any time." CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate;and I do further certify that Article V,Section 8,of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998. RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary and the Seal of the Company may be affixed by facsimile on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding on the Company." This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the loth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary,or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF,1 have hereunto subscribed my name and affixed the corporate seals of the said Companies, this day of 20J 7. SRAL t Michael Bond,Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND,PLEASE SUBMIT ALL REQUIRED INFORMATION TO: Zurich American Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having duly sworn, deposed, say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer, workman, or mechanic employed in the performance of such work not less than the prevailing rate of wage or not less than the minimum rate of wage as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. Woodford Avenue North Drainage Improvements Project Number: 17-3007 NAME OF PROJECT LUflA1Ut__)T1_ Nl��UDE' C- - NAME OF BIDDER'S FIRM SIGNATURE D REPRESENTATIVE OF BIDDER Woodford Drainage Improvements/Schleicher 23 June 7, 2017 Project Number: 17-3007 BIDDER'S CHECKLIST The following checklist is a guideline to help the Contractor make sure all forms are complete. The bidder's attention is especially called to the following forms. Failure to execute these forms as required may result in rejection of any bid. Bidder's Package should include the following: Bid Document Cover Sheet filled out with Bidder's Name ....................❑ Orderof Contents.................................................................................❑ Invitationto Bid...................................................................................❑ ContractorCompliance Statement........................................................❑ Date............................................................................................❑ Have/have not participated acknowledgment.............................❑ Signatureand address................................................................❑ Declaration - City of Kent Equal Employment Opportunity Policy ........❑ Dateand signature .....................................................................❑ AdministrativePolicy...........................................................................❑ Proposal...............................................................................................❑ First line of proposal - filled in ...................................................❑ Unitprices are correct ................................................................❑ Minimum bid prices are correct...................................................❑ Subcontractor List (contracts over $100K) ..........................................❑ Subcontractors listed properly....................................................❑ Signature....................................................................................❑ Subcontractor List (contracts over $1 million).....................................❑ Subcontractors listed properly....................................................❑ Dateand signature .....................................................................❑ Contractor's Qualification Statement ...................................................❑ Completeand notarized ..............................................................❑ Proposal Signature Page......................................................................❑ AllAddenda acknowledged .........................................................❑ Date, signature and address .......................................................❑ BidBond Form .....................................................................................❑ Signature, sealed and dated .......................................................❑ Powerof Attorney.......................................................................❑ (Amount of bid bond shall equal 5% of the total bid amount) Combined Declaration Form.................................................................❑ Signature....................................................................................❑ ChangeOrder Form..............................................................................❑ Bidder's Checklist ................................................................................❑ The following forms are to be executed after the Contract is awarded: A) CONTRACT This agreement is to be executed by the successful bidder. B) PAYMENT AND PERFORMANCE BOND To be executed by the successful bidder and its surety company. The following form is to be executed after the Contract is completed: A) CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT To be executed by the successful bidder AFTER COMPLETION of this contract. Woodford Drainage Improvements/Schleicher 26 June 7, 2017 Project Number: 17-3007 flff PAYMEZINITAND t?ERF0FZ1VIANGE BOND 1 TO CITY OF KENT r,Ell T Bond No. 09258960 KNOW ALL MEN BY THESE PRESENTSd� That we, the undersigned, Northwest Cascade, Inc. as Principal, and Fidelity and Deposit Company of Maryland a Corporation organized and existing under the laws of the State of Washington, as a Surety Corporation, and qualified under the laws of the State of Washington to become Surety upon bonds of Contractors with Municipal! Corporations, as Surety, are jointly and severally held and firmly bound to the CITY OF KENT in the penal sum of $ 20T91Z65 -, together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be, This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes, and Ordinances of the CITY O;F KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Woodford Avenue North Drainage Improvements/Project Number: 17-3007 (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth: NOW, THEREFORE, for non-FI-IWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body, Woodford Drainage lmprovements/Schlegcher 27 June 7, 2017 Project Number: 17-3007 TWO WITNESSES: Northwest Cascade, Inc. P f I NC I PA (e.ntc r pr cipal's n me above) _ _. TITLE: r p DATE: DATE: P / CORPORATE SEAL: vj �Ljl- PR I NT NAME DATE:- f Fidelity and Deposit Company of Maryland SURETY CORPORATE SEAL: BY: DATE: July 11, 2497 TITLE: wren C. Swanson,Attorney-in-Fact ADDRESS: so() Fafth Aypneip Sujte?800 Seattle, WA 98104 CIERT I I LATE AS TO CORPORATE SEAL I hereby certify that I am. the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal of the said Corporation; that 1 Know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body.. SECRETARY OR ASSISTANT SECRETARY Woodford Drainage Improvements/Schleicher 28 June 7, 2017 Project Number: 17-3007 r ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY,a corporation of the State of New York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Maryland,and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Maryland (herein collectively called the "Companies"), by GERALD F.HALEY,Vice President,in pursuance of authority granted by Article V,Section 8,of the By-Laws of said Companies,which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,and appoint Karen C.SWANSON,Julie R.TRUITT,Jamie DIEMER,Carley ESPIRITU,Christopher KINYON,Brent E. HEILESEN and Peter J. COMFORT, all of Tacoma, Washington, EACH its true and lawful agent and Attorney-in-Fact, to make, execute,seal and deliver,for,and on its behalf as surety,and as its act and deed: any and all bonds and undertakings,and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Companies,as fully and amply, to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland.,in their own proper persons. The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V,Section 8,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President has hereunto subscribed his/her names and affixed the Corporate Seals of the said ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND,this 16th day of June,A.D.2016, ATTEST: ZURICH AMERICAN INSURANCE COMPANY COLONIAL AMERICAN CASUALTY AND SURETY COMPANY FIDELITY AND DEPOSIT COMPANY OF MARYLAND euWpy w otr Ile KCAL y 1 .o- By. Secretary Vice President Michael McKibben Gerald F.Haley State of Maryland County of Baltimore On this 16th day of June,A.D.2016,before the subscriber,a Notary Public of the State of Maryland,duly commissioned and qualified,GERALD F. HALEY,Vice President,and MICHAEL MCKiBBEN,Secretary,of the Companies,to me personally known to be the individuals and officers described in and who executed the preceding instrument,and acknowledged the execution of same,and being by me duly swam,deposeth and saith,that he/she is the said officer of the Company aforesaid,and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies,and that the said Corporate Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal the day and year first above written. Maria D.Adamski,Notary Public My Commission Expires:July 8,2019 POA-F 180-28498 I EXTRACT FROM BY-LAWS OF THE COMPANIES "Article V, Section 8,Attorneys-in-Fact. The Chiel'Executive Officer,the President,or any Executive Vice President or Vice President may, by written instrument under the attested corporate; seal, appoint attonicys-in-fact with authority to execute bonds, policies, recognizances, stipulations, undertakings, or other like instruments on belialf'of(lie Company, and may authorize any officer or any such attonney-in-fact to affix the corporate seal thcreto,- and inay with or without cause modify of revoke any such appointment or authority at any tinge.," CERTIFICATE 1, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, tile COLONIAL, AMERICAN CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of Attorney is still in Bull force and effect on the date of this certificate; and I do further certify that Article V,Section 8, of the By-Laws of the Companies is still in force. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duty called and field on the l5th day of December 1998. RESOLVED: "That the signature of the President or a Vice President andtile attesting signature ofa Secretary or all Assistant Secretary and the Seal of tliv Company may be affixed by fitesinule on any Power of Attorney...Any such Power or any certificate thereof bearing such facsimile signature and seal shall be valid and binding oil the Company," '11iis Power of Attorney and Certificate may be signed fly facsimile under and by authority of the following resolution of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held oil the 5th day of May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the I Oth(lay of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-president, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company,shall be valid and binding upon the Company with the Sallie force and effcct as though manually affixed. IN TES TIMO� WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the Said Companies, this !1 -JA—Clay Of 20 AL ~tzar Michael Bond, Vice President TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A_LL REQUIRED INFORMATION TO: Zurich American Insurance Co. Attn: Surety Claims 1299 Zurich Way Schaumburg,IL 60196-1056 CONTRACT THIS AGREEMENT, is entered in o between the CITY OF KENT, a Washington municipal corporation (,.,City"), and organized under the laws of the State of M located and doing business at :" '� w " 44 ), („Contractor"). WITNESS: In consideration of the terms and conditions contained in this Agreement and in the project documents, plans, and specifications all of which are a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and Furnish all tools, materials, and equipment for: Woodford Avenue North Drainage Improvements/Project Number: 17-3007 in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the 2016. Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations, if applicable ("Standard Specifications"); the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the 2016 WSDOT Standard Specifications including the latest amendments issued by WSDCIT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within twenty (20) working clays. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing all the work provided for in the Contract, except where the specifications allocate that responsibility to the City. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. Woodford Drainage Improvements/Schleicher 29 June 7, 2017 Project Number: 17-3007 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract is subject to RCW 4.24.115, then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the Contractor and the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. Woodford Drainage Improvements/Schleicher 30 June 7, 2017 Project Number: 17-3007 JN CITY OF KENT r BY: VZE T C OKE, MAYOR DA ATTE w KIMBERLEY A. TMOTO, CITY C K APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR 13 PRINT NAME: y TITLE: l�'-)T.. DATE: -1 S - Woodford Drainage; Improvements/Schl6cher 31 June 7, 2017 Project Number: 1'7.3007 EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors, A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 11 85 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. Woodford Drainage Improvements/Schleicher 32 June 7, 2017 Project Number: 17-3007 EXH I B I T A (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. D. Contractor's Insurance for Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. Woodford Drainage I mprovements/Schleicher 33 June 7, 2017 Project Number: 17-3007 EXH I B I T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A N II. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Woodford Drainage Improvements/Schleicher 34 June 7, 2017 Project Number: 17-3007 Client#: 12831 NORTCASC1 ACORDTM CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOIYYYY) 7/18/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). CNTCT PRODUCER NAME: Michelle Savage Propel Insurance PHONE 800 499-0933 ac No: 866 577-1326 AIC No Ext Tacoma Commercial Insurance ADDRESS: Michelle.Savage@propelinsurance.com 1201 Pacific Ave,Suite 1000 INSURERS AFFORDING COVERAGE NAIC# Tacoma,WA 98402 INSURER A:Zurich-American Insurance Compa 16535 INSURED . INsuRER B:Starr Surplus Lines Insurance C 13604 Northwest Cascade Inc. INSURER C:Evanston Insurance Company 35378 DBA: Honey Buckets, Inc.; DBA FloHawks INSURER D PO Box 73399 INSURER E Puyallup,WA 98373 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR SUBR POLICY NUMBER MMIDID�Y MMIDDNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY X X GLA013642402 10/01/2016 10101/2017 EACH OCCURRENCE $1 000 000 CLAIMS-MADE 7 OCCUR PREMISS E'aEfTLEgrenca $300 000 X PD Ded:$5,000 MEDEXP(Any one person) $10 000 PERSONAL&ADV INJURY $1 000 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE s2,000,000 RPOLICY�JEC°T- 7 LOG PRODUCTS-COMPIOPAGG s2,000,000 OTHER: $ A AUTOMOBILE LIABILITY X X GLA013642402 10101/2016 10/011201 COMBINED SINGLE LIMIT Ea accdent 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PerraccidenDAMAGE $ AUTOS PD Liab Ded. $$2,500 B UMBRELLA LIAB X OCCUR X 1000023102 10/0112016 10/0112017 EACH OCCURRENCE $5 00O 000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5 000 000 DIED I X1 RETENTION$$0 $ A WORKERS COMPENSATION WC013642502 10/0112016 10/01/201 X P'TA ER ER OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE YIN Incl.USL&H& E.L.EACH ACCIDENT $1 00O 000 OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) WA Stop Gap E.L.DISEASE-EA EMPLOYEE $1 000 000 If ins describe under DESCRO'TION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Contractors 16CPLOWE00377 10/01/2016 10/01/2017 $1,000,000 Limit/Agg Pollution $25,000 Deductible DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: Project#17-3007/Woodford Avenue North Drainage Improvements The City of Kent is included as Additional Insured and coverage is Primary and Non-Contributory per the attached endorsements. CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 220 4th Avenue South ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 AUTHORIZED REPRESENTATIVE A- ;A 01988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2774886/M2445071 JMROO This page'has been left blank intentionally. Policy Number GLA 0136424-02 SCHEDULE OF FORMS AND ENDORSEMENTS Zurich American Insurance Company Named Insured NORTHWEST CASCADE INC . DONNeDate: 10-01-16 1201 A.M., Standard Time Agent Name PROPEL INSURANCE Agent INN©. 73038-000 COMMON POLICY FORMS AND ENDORSEMENTS U-GU-630-D CW 01-15 DISCLOSURE OF INFO RELATING TO TRIA U-GU-1191-A CW 03-15 SANCTIONS EXCLUSION ENDORSEMENT U-GU-767-B CW 01-15 CAP ON LOSS FROM CERTIFIED ACTS OF TERR U-GU-D-310-A 01-93 COMMON POLICY DECLARATIONS U-GU-619-A CW 10-02 SCHEDULE OF FORMS AND ENDORSEMENTS U-GU-319-F' 01-09 IMPORTANT NOTICE - IN WITNESS CLAUSE U-GU-621-A CW 10-02 SCHEDULE OF NAMED INSURED (S) U-GU-618-A CW 10-02 SCHEDULE OF LOCATIONS IL 01 23 11-13 WASHINGTON CHANGES - DEFENSE COSTS IL 01 46 08-10 WASHINGTON COMMON POLICY CONDITIONS � IL 01 98 09-08 NUCLEAR ENERGY LIABILITY EXCLUSION U-GU .298-B CW 04-94 CANCELLATION BY US IL 00 03 09-08, CALCULATION OF PREMIUM GENERAL LIABILITY FORMS AND ENDORSEMENTS U-GL-1446-A CW 05-10 NOTIFICATION TO OTHERS OF CANCELLATION U-GL-1517-B CW 04-13 RECORD OR DISTRB OF MATRI, OR INFO EXCL U-CL-1516-A CW 04-13 BROADENED NAMED INSURED U-GL-851-B CW 06-04 EMPLOYEE BENEFITS LIAR (OCCURRENCE) COG' U-GL-923-B CW 06-04 SILICA OR SILICA MIXED DUST EXCLUSION U-GL-925-B CW 12-01 WAIVER OF SUBROGATION (BLANKET) ENDT. U-GL7D-85I-B CW 09-04 EMPLOYEE BENEFITS LIAB (OCCURRENCE) COG' U-GL-D-1115-B CW 09-04 COMMERCIAL GL COVERAGE PART DECLARATIONS CG 00 01 04-13 COMMERCIAL GENERAL LIABILITY COG' FORM U-GL-1060-E CW 04-13 CONTRACTORS LIABILITY ENDORSEMENT UGLI171ACW 07-03 FUNGI OR BACTERIA EXCLUSION U-GL-1175-F CW 04-13 ADDL INSD-AUTO-OWNERS LESSEES CONTRACTR U-GL-1199-A M13 04-04 ASBESTOS EXCLUSION ENDORSEMENT U-GL-1294-A CW 10-06 LIMITED OPERATIONS-CONSOLIDATED WRAP-UP U-GL-1327-B CW 04-13 OTH INS AMNDMT-PRIMARY & NONCONTRIBUTORY U-GL-872-B CW 04-09 PREMIUM & REPORTS AGREEMENT-COMP RATED � CG 01 81 05-08 WASHINGTON CHANGES CG 01 K 12-07 WA CHANGES-EMP RELATED PRACTICES-EXCL U-GL21465-D CW 12-13 ADL !NSD-OWNR, LSSEE, CONTR-ONGNG-SCH U-GL-852-A CW 07-96 EMPL BENEFITS LIAR (OCCURRENCE) DED ENDT CG 03 00 01-96 DEDUCTIBLE LIABILITY INSURANCE CG 20 12 04-13 ADDL INS-ST, GOV AGY, SUB, POL SUB-PERM CG 21 08 05-14 EXCL-ACC/DISCL OF CONFI OR PERSONAL INFO CG 21 07 120'1 EMPLOYMENT-RELATED PRACTICES EXCLUSION CG 21 86 12-04 EXCL-EXTERIOR INSULATION & FINISH SYSTEM CG 22 79 04-13 EXCL-CONTRACTORS-PROF LIAR CG 25 03 05-09 DESIGNATED CONSTRUCTION PROJECTS GENERAL CG 25 04 05-09 DESIGNATED LOCATIONS GENERAL AGGREGATE U-GL-1059-A CW 05-02 LTD POLLUTION COVERAGE ENDT WORKSITE AUTOMOBILE FORMS AND ENDORSEMENTS U-CA-387-A 07-94 SCHEDULE OF LOSS PAYEE (S) CA 20 01 10-13 ADDL INSD--LESSOR U-CA-411-E CW 02-14 PREMIUM AND REPORTS AGREEMENT-COMPOSITE U-CA-531-B 02-08 NOTICE REGARDING TERRORISM PREMIUM U-CA-548-A CW 10-06 SCHEDULE OF AUTO PHYSICAL DAMAGE DEDUCTI....... U-GU-619-A CW(10/02), Policy Number (ALA 0136424-02 SCHEDULE OF FORMS AND ENDORSEMENTS Zurich American Insurance Company Named Insured NORTHWEST CASCADE INC. Effective Date: 10-01-16 12:01 A.M., Standard Time Agent Name PROPEL INSURANCE Agent No. -73038-000 U-CA-512-A WA 050.0 NOTIFICATION TO OTHER? OF CANCELLATION U-CA-D-600-C 04-14 BUSINESS AUTO DECLARATIONS CA 00 01 10-13 BUSINESS AUTO COVERAGE FORM CA 03 02 10-13 DEDUCTIBLE LIABILITY COVERAGE CA 01 16 04-15 VA CHANGES BUSINESS AUTO COVERAGE FORM CA 01 35 10-13 WASHINGTON CHANGES CA 01 49 10-13 OREGON CHANGES CA 02 68 10-15 VA CHANGES CANCELLATION AND NONRENEWAL CA 01 43 10-13 CALIFORNIA CHANGES CA 21 05 01-16 OREGON UM COVERAGE - BODILY INJURY CA 21 34 10-13 WA UNDERINSURED MOTORISTS COVERAGE CA 21 54 10-13 CA UM COVERAGE - BODILY INJURY CA 21 62 11-14 UT UNINSURED MOTORISTS COVERAGE CA 22 36 09-16 OR PERSONAL INJURY PROTECTION CA 22 44 10-13 UTAH PERSONAL INJURY PROTECTION CA 04 24 10-13 CA - AUTO MEDICAL PAYMENTS COVERAGE CA 20 70 10-13 COVERAGE FOR CERTAIN OPERATIONS RAILROAD CA 99 48 10-13 POLLUTION LIAR BROAD COV FOR COV AUTO U-CA-424-F CW 04-14 COVERAGE EXTENSION ENDORSEMENT CA 99 03 10-13 AUTO MEDICAL PAYMENTS COVERAGE CA 99 10 10-13 DRIVE OTHER CAR COV-BROAD COV NAMED IND CA 99 44 10-13 LOSS PAYABLE CLAUSE CA 99 54 10-13 COVERED AUTO DESIGNATION SYMBOL CA 99 89 05-01 WASHINGTON LOSS PAYABLE FORM REG-335 CA 99 14 1013 FIRE, FIRE AND THEFT, FIRE,THEFT AND WINDSTORM U-GU-619-A CW(10/02) Additional Insured — Automatic — Owners, Lessees Or ZURICH" Contractors Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. AddT Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address (including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II—Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement. Such person or organization is an additional insured only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury"caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf, in the performance of your ongoing operations or "your work" as included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds,the following additional exclusion applies: This insurance does not apply to: "Bodily injury", "property damage"or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: a. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence"which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. U-GL-1175-F CW(04113) Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. C. The following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV— Commercial General Liability Conditions: The additional insured must see to it that: 1: We are notified as soon as practicable of an'occurrence"or offense that may result in a claim; 2. We receive written notice of a claim or"suit"as soon as practicable; and 3. A request for defense and indemnity of the claim or "suit" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. For the purposes of the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b.of the Other Insurance Condition of Section IV—Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same'occurrence", offense, claim or"suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III—Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the written contract or written agreement referenced in Paragraph A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms and conditions of this policy remain unchanged. U-GL-1175-F CW(04/13) Page 2 of 2 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer Addl.Pre- Return Prern. GLA013642402 10101/2016 1010112017 Propellnsurance $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement,which is executed before a loss, to waive your rights of recovery from oth- ers,we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B CW(12/01) Page I of I This page his'Veen.left.blank intentionally. t �.4 . • 1„ I; '• ty J :� Northwest Cascade Inc. POLICY NUMBER: GLA013642402 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): A GENERAL AGGREGATE LIMIT APPLIES TO EACH CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS HOWEVER, A GENERAL AGGREGATE LIMIT DOES NOT APPLY TO ANY CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS THAT ARE INSURED UNDER A WRAP UP OR ANY OTHER CONSOLIDATED OR SIMILAR INSURANCE PROGRAM. Information required to complete this Schedule if not shown above will be shown in the Declarations. A For all sums which the insured becomes legally 3. Any payments made under Coverage A for obligated to pay as damages caused by damages or under Coverage C for medical "occurrences"under Section I —Coverage A.and expenses shall reduce the Designated for all medical expenses caused by accidents Construction Project General Aggregate Limit under Section I —Coverage C,which can be for that designated construction project.Such attributed only to ongoing operations at a single payments shall not reduce the General designated construction project shown in the Aggregate Limit shown in the Declarations nor Schedule above: shall they reduce any other Designated 1. A separate Designated Construction Project Construction Project General Aggregate Limit General Aggregate Limit applies to each for any other designated construction project designated construction project, and that limit shown in the Schedule above. is equal to the amount of the General 4. The limits shown in the Declarations for Each Aggregate Limit shown in the Declarations. Occurrence, Damage To Premises Rented To 2. The Designated Construction Project General You and Medical Expense continue to apply. Aggregate Limit is the most we will pay for the However, instead of being subject to the sum of all damages under Coverage A,except General Aggregate Limit shown in the damages because of"bodily injury"or Declarations, such limits will be subject to the "property damage"included in the"products- applicable Designated Construction Project completed operations hazard", and for General Aggregate Limit. medical expenses under Coverage C regardless of the number of: a. Insureds; b. Claims made or "suits"brought; or c. Persons or organizations making claims or bringing "suits". CG 25 03 05 09 ©Insurance Services Office, Inc., 2008 Page 1 of 2 ❑ Anne rnnv Northwest Cascade Inc. GLA013642402 B. For all sums which the insured becomes legally C. When coverage for liability arising out of the obligated to pay as damages caused by 'products-completed operations hazard"is "occurrences"under Section I—Coverage A,and provided, any payments for damages because of for all medical expenses caused by accidents "bodily injury"or"property damage"included In under Section I —Coverage C,which cannot be the"products-completed operations hazard"will attributed only to ongoing operations at a single reduce the Products-completed Operations designated construction project shown in the Aggregate Limit, and not reduce the General Schedule above: Aggregate Limit nor the Designated Construction 1. Any payments made under Coverage A for Project General Aggregate Limit. damages or under Coverage C for medical 0. If the applicable designated construction project expenses shall reduce the amount available has been abandoned, delayed, or abandoned under the General Aggregate Limit or the and then restarted, or if the authorized Products-completed Operations Aggregate contracting parties deviate from plans, blueprints. Limit,whichever is applicable; and designs, specifications or timetables, the project Z. Such payments shall not reduce any will still be deemed to be the same construction Designated Construction Project General project. Aggregate Limit. E. The provisions of Section III —Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. Page 2 of 2 ©insurance Services office, Inc.,2008 CG 25 03 05 09 m Coverage Extension Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff.Date of End. Producer No. Add'I.Prem Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II—Covered Autos Liability Coverage: The following are also"insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission,while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an"auto"referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s)where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations,whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any"accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured"will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment—Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. U-CA-424-F CW(04-14) Page 1 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II—Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section Il—Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to,auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total 'loss"to a covered "auto",we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the'loss"; (2) Financial penalties imposed under a lease for excessive use,abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2.of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a.of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage—Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage,we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA424-F CW(04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of$3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for"loss"to personal effects which are: (1) Personal property owned by an "insured'; and (2) In or on a covered "auto". b. Subject to Paragraph a.above, the amount to be paid for"loss"to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used,with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same"loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph 13.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto'at the time of"loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". U-CA-424-F Cw(04-14) Page 3 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section III—Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph BA.a. of Section IV— Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us,the following applies for each covered "auto"on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller(or smallest)deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller(or smallest) deductible, it will be reduced by the amount of the smaller(or smallest)deductible. M. Physical Damage—Comprehensive Coverage—Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos"damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all"loss"from any one cause is$5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos—Physical Damage 1. The following is added to Section I—Covered Autos: Temporary Substitute Autos—Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos"for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto"you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss'; or 5. Destruction. 2. The following is added to the Paragraph A.Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos—Physical Damage We will pay the owner for"loss"to the temporary substitute"auto" unless the "loss"results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a.of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of"accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss"is known to you (if you are an individual), a partner(if you are a partnership), a member(if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA-424-F CW(04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. agent, servant or employee of the"insured"to notify us of any"accident", claim, "suit"or"loss"shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or"suit"including, but not limited to,the date and details of such claim or"suit"; (2) The"insured's" name and address; and (3) To the extent possible,the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident"or"loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos—Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance—Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage,the following are deemed to be covered "autos"you own: (1) Any covered"auto"you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an"employee"or elected or appointed official with your permission while being operated within the course and scope of that "employee's"employment by you or that elected or appointed official's duties as respect their obligations to you. However,any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However,we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of"autos"or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto—World Wide Coverage Paragraph 7a.(5)of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto"is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of"bodily injury"in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. U-CA-424-F CW(04-14) Page 5 of 6 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II—Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage—Additional Temporary Transportation Expense Coverage Paragraph AA.a.of Section III—Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of$1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total 'loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of$2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto"powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos"for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA424-F CW(04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. KENT SPEC I AL PROV I S 1 ONS TABLE OF CONTENTS PAGE DIVISION 1 GENERAL REQU I REMENTS ..................................... 1-1 1-01 Definitions and Terms...................................................... 1-1 1-02 Bid Procedures and Conditions.......................................... 1-2 1-03 Award and Execution of Contract....................................... 1-5 1-04 Scope of the Work .......................................................... 1-5 1-05 Control of Work .............................................................. 1-8 1-06 Control of Material .......................................................... 1-13 1-07 Legal Relations and Responsibilities to the Public................. 1-15 1-08 Prosecution and Progress................................................. 1-19 1-09 Measurement and Payment .............................................. 1-23 1-10 Temporary Traffic Control ................................................ 1-24 DIVISION 2 EARTHWORK.......................................................... 2-1 2-02 Removal of Structures and Obstructions............................. 2-1 2-03 Roadway Excavation and Embankment .............................. 2-3 2-06 Subgrade Preparation...................................................... 2-4 2-07 Watering ....................................................................... 2-5 2-12 Construction Geosynthetic................................................ 2-5 DIVISION4 BASES.................................................................... 4-1 4-04 Ballast and Crushed Surfacing .......................................... 4-1 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS .............. 5-1 5-04 Hot Mix Asphalt .............................................................. 5-1 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS............... 7-1 7-04 Storm Sewers ................................................................ 7-1 7-05 Manholes, Inlets, Catch Basins, and Drywells...................... 7-1 7-08 General Pipe Installation Requirements .............................. 7-4 7-18 Side Sewers................................................................... 7-6 DIVISION 8 MISCELLANEOUS CONSTRUCTION ......................... 8-1 8-01 Erosion Control and Water Pollution Control........................ 8-1 8-06 Cement Concrete Driveway Entrances................................ 8-2 8-15 Riprap........................................................................... 8-2 8-22 Pavement Marking .......................................................... 8-3 8-28 Pothole Utilities .............................................................. 8-4 KENT STANDARD PLANS ................................................................. A-1 PREVAILING WAGE RATES.............................................................. A-2 Woodford Drainage Improvements/Schleicher June 7, 2017 Project Number: 17-3007 KENT SPEC 1 AL PROV I S I ONS The Kent Special Provisions ("Kent Special Provisions" or "KSP") modify and supersede any conflicting provisions of the 2016 Standard Specifications for Road, Bridge, and Municipal Construction, as prepared by the Washington State Department of Transportation and the Washington State Chapter of the American Public Works Association, including all published amendments issued by those organizations ("WSDOT Standard Specifications"), Otherwise all provisions of the WSDOT Standard Specifications shall apply. All references in the WSDOT Standard Specifications to the State of Washington, its various departments or directors, or to the contracting agency, shall be revised to include the City and/or City Engineer, except for references to State statutes or regulations. Finally, all of these documents are a part of this contract. DIVISION 1 - GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS SECTION 1-01.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-01.1 General When these Kent Special Provisions make reference to a "Section," for example, "in accordance with Section 1-01," the reference is to the WSDOT Standard Specifications as modified by these Kent Special Provisions. SECTION 1-01.2(2) IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-01.2(2) Items of Work and Units of Measurement EA Each Eq. Adj. Equitable Adjustment FA Force Account HR Hour M GAL Thousand gallons N I C Not In Contract SF Square Feet SECTION 1-01.3, "CONTRACT"DEFINITION, IS DELETED AND REPLACED WITH THE FOLLOWING: 1-01.3 Definitions Contract The written agreement between the Contracting Agency and the Contractor. It describes, among other things: 1 . What work will be done, and by when; 2. Who provides labor and materials; and Woodford Drainage Improvements/Schleicher 1 - 1 June 7, 2017 Project Number: 17-3007 3. How Contractors will be paid. The Contract includes the Contract (agreement) Form, Bidder's completed Proposal Form, Kent Special Provisions, Contract Provisions, Contract Plans, WSDOT Standard Specifications (also including amendments to the Standard Specifications issued by WSDOT as of the later date of bid advertisement or any subsequent addenda), Kent Standard Plans, Addenda, various certifications and affidavits, supplemental agreements, change orders, and subsurface boring logs (if any). Also incorporated in the Contract by reference are: 1 . Standard Plans (M21-01) for Road, Bridge and Municipal Construction as prepared by the Washington State Department of Transportation and the American Public Works Association, current edition; 2. Manual on Uniform Traffic Control Devices for Streets and Highways, current edition, and; 3. American Water Works Association Standards, current edition; 4. The current edition of the "National Electrical Code." Responsibility for obtaining these publications rests with the Contractor. SECTION 1-01.3, "DEFINITIONS" IS SUPPLEMENTED BY ADDING THE FOLLOWING DEFINITION: Incidental Work The terms "incidental to the project," "incidental to the involved bid item(s)," etc., as used in the Contract shall mean that the Contractor is required to complete the specified work and the cost of such work shall be included in the unit contract prices of other bid items as specified in Section 1-04.1 (Intent of the Contract). No additional payment will be made. 1-02 BID PROCEDURES AND CONDITIONS SECTION 1-02.1 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.1 Qualification of Bidders Bidders shall be qualified by ability, experience, financing, equipment, and organization to do the work called for in the Contract. The City reserves the right to take any action it deems necessary to ascertain the ability of the Bidder to perform the work satisfactorily. This action includes the City's review of the qualification information in the bid documents. The City will use this qualification data in its decision to determine whether the lowest responsive bidder is also responsible and able to perform the contract work. If the City determines that the lowest bidder is not the lowest responsive and responsible bidder, the City reserves its unqualified right to reject that bid and award the Woodford Drainage Improvements/Schleicher 1 - 2 June 7, 2017 Project Number: 17-3007 contract to the next lowest bidder that the City, in its sole judgment, determines is also responsible and able to perform the contract work (the "lowest responsive and responsible bidder"). SECTION 1-02.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.2 Plans and Specifications Upon awarding the Contract, the City shall supply to the Contractor, for its own use, up to ten (10) copies of the plans and specifications. If the Contractor requests more than ten (10) copies, the City may require the Contractor to purchase the additional sets. SECTION 1-02.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.5 Proposal Forms Prospective bidders may obtain Bid Documents including a "Bid Proposal" for the advertised project from the City upon furnishing a non-refundable payment as specified in the "Invitation to Bid" or by downloading at no charge at KentWA.gov/doing-business/bids- procurement; however, a prospective bidder remains responsible to obtain Bid Documents, even if unable to download all or any part of the documents, whether or not inability to access is caused by the bidder's or the City's technology. Bid Documents may be requested by mail, or picked up at the Public Works Engineering Department, 400 West Gowe Street, Second Floor, Kent, Washington 98032. SECTION 1-02.6 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-02.6 Preparation of Proposal It is the Bidder's sole responsibility to obtain and incorporate all issued addenda into the bid. In the space provided on the Proposal Signature Page, the Bidder shall confirm that all Addenda have been received. All blanks in the proposal forms must be appropriately filled in. SECTION 1-02.6 IS SUPPLEMENTED BY ADDING THE FOLLOWING TO THE LAST PARAGRAPH: Proposals must contain original signature pages. FACSIMILES OR OTHER FORMS OF ELECTRONIC DELIVERY ARE NOT ACCEPTABLE AND ARE CONSIDERED NON-RESPONSIVE SUBMITTALS. SECTION 1-02.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.7 Bid Deposit A deposit of at least 5 percent of the total Bid shall accompany each Bid. This deposit may be cash, cashier's check, or a proposal bond (Surety bond). Any proposal bond shall be on the City's bond form and Woodford Drainage Improvements/Schleicher 1 - 3 June 7, 2017 Project Number: 17-3007 shall be signed by the Bidder and the Surety. A proposal bond shall not be conditioned in any way to modify the minimum 5-percent required. .The Surety shall: (1) be registered with the Washington State Insurance Commissioner, and (2) appear on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner. The failure to furnish a Bid deposit of a minimum of 5 percent with the Bid shall make the Bid nonresponsive and shall cause the Bid to be rejected by the Contracting Agency. SECTION 1-02.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.9 Delivery of Proposal All bids must be sealed and delivered in accordance with the "Invitation to Bid." Bids must be received at the City Clerk's office by the stated time, regardless of delivery method, including U.S. Mail. SECTION 1-02.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.10 Withdrawing, Revising, or Supplementing Proposal After submitting a Bid Proposal to the Contracting Agency, the Bidder may withdraw or revise it if: 1 . The Bidder submits a written request signed by an authorized person, and 2. The Contracting Agency receives the request before the time for opening Bids. The original Bid Proposal may be revised and resubmitted as the official Bids Proposal if the Contracting Agency receives it before the time for opening Bids. SECTION 1-02.11 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-02.11 Combination and Multiple Proposals No person, firm or corporation shall be allowed to make, file, or be interested in more than one bid for the same work unless alternate bids are specifically called for; however, a person, firm, or corporation that has submitted a subproposal to a bidder, or that has quoted prices of materials to a bidder is not disqualified from submitting a subproposal or quoting prices to other bidders or from making a prime proposal. SECTION 1-02.13 IS REVISED BY DELETING ITEM 1(a) AND REPLACING ITEM 1(a) WITH THE FOLLOWING: 1-02.13 Irregular Proposals a. The bidder is not prequalified when so required. Woodford Drainage Improvements/Schleicher 1 - 4 June 7, 2017 Project Number: 17-3007 SECTION 1-02.14 IS REVISED BY DELETING ITEM 3 AND REPLACING WITH THE FOLLOWING: 1-02.14 Disqualification of Bidders 3. The bidder is not qualified for the work or to the full extent of the bid. 1-03 AWARD AND EXECUTION OF CONTRACT SECTION 1-03.1 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SECOND PARAGRAPH IN THAT SECTION: 1-03.1 Consideration of Bids The City also reserves the right to include or omit any or all schedules or alternates of the Proposal and will award the Contract to the lowest responsive, responsible bidder based on the total bid amount, including schedules or alternates selected by the City. SECTION 1-03.2 1S REVISED BY REPLACING "45 CALENDAR DAYS" WITH "60 CALENDAR DAYS"RELATING TO CONTRACT AWARD OR BID REJECTION. 1-03.2 Award of Contract SECTION 1-03.3 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.3 Execution of Contract No claim for delay shall be granted to the Contractor due to its failure to submit the required documents to the City in accordance with the schedule provided in these Kent Special Provisions. SECTION 1-03.7 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-03.7 Judicial Review Any decision made by the City regarding the award and execution of the contract or bid rejection shall be conclusive subject to the scope of judicial review permitted under Washington State Law. Such review, if any, shall be timely filed in the King County Superior Court, located in Kent, Washington. 1-04 SCOPE OF THE WORK SECTION 1-04.1(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.1(2) Bid Items Not Included in the Proposal The Contractor shall include all costs of doing the work within the bid item prices. If the contract plans, contract provisions, addenda, or any Woodford Drainage Improvements/Schleicher 1 - 5 June 7, 2017 Project Number: 17-3007 other part of the contract require work that has no bid item price in the proposal form, the entire cost of labor and materials required to perform that work shall be incidental and included with the bid item prices in the contract. SECTION 1-04.2 IS SUPPLEMENTED BY ADDING THE WORDS, "KENT SPECIAL PROVISIONS, KENT STANDARD PLANS"FOLLOWING THE WORDS, "CONTRACT PROVISIONS" IN THE FIRST SENTENCE OF THE FIRST PARAGRAPH. SECTION 1-04.2 IS REVISED BY DELETING ITEMS 1 THROUGH 7 IN THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING 8 ITEMS: 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda 1 . Approved Change Orders 2. The Contract Agreement 3. Kent Special Provisions 4. Contract Plans 5. Amendments to WSDOT Standard Specifications 6. WSDOT Standard Specifications 7. Kent Standard Plans 8. WSDOT Standard Plans SECTION 1-04.4 IS REVISED BY DELETING THE THIRD PARAGRAPH (INCLUDING SUBPARAGRAPHS A AND B). SECTION 1-04.4 IS REVISED BY DELETING THE FIFTH PARAGRAPH AND REPLACING IT WITH THE FOLLOWING: 1-04.4 Changes For Item 2, increases or decreases in quantity for any bid item shall be paid at the appropriate bid item contract price, including any bid item increase or decrease by more than 25 percent from the original planned quantity. SECTION 1-04.4 IS REVISED BY DELETING THE EIGHTH PARAGRAPH (NEXT TO THE LAST PARAGRAPH) AND REPLACING WITH THE FOLLOWING: Within 14 calendar days of delivery of the change order the Contractor shall endorse and return the change order, request an extension of time for endorsement or respond in accordance with Section 1-04.5. The Contracting Agency may unilaterally process the change order if the Contractor fails to comply with these requirements. Changes normally noted on field stakes or variations from estimated quantities, will not require a written change order. These changes shall be made at the unit prices that apply. The Contractor shall respond immediately to changes shown on field stakes without waiting for further notice. Woodford Drainage Improvements/Schleicher 1 - 6 June 7, 2017 Project Number: 17-3007 SECTION 1-04.6 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.6 Variation in Estimated Quantities Payment to the Contractor will be made only for the actual quantities of Work performed and accepted in conformance with the Contract. SECTION 1-04.9 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.9 Use of Private Properties Staging and storage locations needed for the Project must be properly permitted for that use. Limits of construction are indicated or defined on the plans. The Contractor shall confine all construction activities within these limits. If a staging and storage area is shown on the plans, the City will obtain all permits and approvals necessary for the Contractor's use. Whether the City does or does not provide a staging area, if the Contractor selects its own staging and storage area(s), it is the Contractor's sole responsibility to obtain all necessary permits/approvals to use the private property, specifically including, without limitation, all permits or approvals subject to State Environmental Policy Act, Shoreline Management Act, and critical areas regulations. Before using any other property as a staging or storage area (or for any other use), the Contractor shall thoroughly investigate the property for the presence of critical areas, buffers of critical areas, or other regulatory restrictions as defined in Kent City Code, county, state or federal regulations, and the Contractor shall provide the City written documentation that the property is not subject to other regulatory requirements or that the Contractor has obtained all necessary rights of entry, permits and approvals needed to use the property as the Contractor intends. Upon vacating the private property, the Contractor shall provide the City written verification that it has obtained all releases and/or performed all mitigation work as required by the conditions of the permit/approval and/or agreement with the property owner. The Contractor shall not be entitled to additional compensation or an extension of the time of completion of the Contractor for any work associated with the permitting, mitigation or use of private property. SECTION 1-04.11 ITEM 2 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-04.11 Final Cleanup 2. Remove from the project all unapproved and/or unneeded material left from grading, surfacing, paving, or temporary erosion control measures. Woodford Drainage Improvements/Schleicher 1 - 7 June 7, 2017 Project Number: 17-3007 1-05 CONTROL OF WORK SECTION 1-05.4 IS REVISED BY DELETING THE LAST FOUR PARAGRAPHS SECTION 1-05.4 IS REVISED BY ADDING A PARAGRAPH AFTER PARAGRAPH 7 1-05.4 Conformity With and Deviations From Plans and Stakes To the extent a conflict exists between the requirements of WSDOT Section 1-05.4 and Kent Special Provision Section 1-05.5, the requirements of KSP Section 1-05.5 will prevail. DIVISION 1 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.5 City Provided Construction Staking 1-05.5(1) General As used in this Section 1-05.5, the words, "stake," "mark," "marker," or "monument" will be deemed to include any kind of survey marking, whether or not set by the City. The City will supply construction stakes and marks establishing lines, slopes and grades as set forth in Sections 1-05.5(2) through 1-05.5(6) of the Kent Special Provisions. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from these City furnished stakes and marks. The Contractor shall provide a work site clear of equipment, stockpiles and obstructions which has been prepared and maintained to permit construction staking to proceed in a safe and orderly manner. A City survey crew can stake a finite amount of work in a single day (see Section 1-05.5(6) of the Kent Special Provisions). The Contractor shall provide staking requests for a reasonable amount of work to the Engineer at least 3 working days in advance to allow the survey crew adequate time for setting stakes. If the work site is obstructed so that survey work cannot be done, a new request for work shall be submitted by the Contractor so that the survey can be rescheduled once the site is properly prepared. Up to an additional 3 working days may be required depending on work load for the city survey crew to complete the rescheduled work. Note: A surveyor working day is a consecutive eight hour period between 7:00 AM and 6:00 PM, Monday through Friday, except holidays as listed in Section 1-08.5. It is illegal under Revised Code of Washington 58.09.130 and Washington State Administrative Code 332-120 to willfully destroy survey markers. Stakes, marks, and other reference points set by City forces, and existing City, State or Federal monumentation, shall be carefully preserved by the Contractor. The Contractor shall notify the Engineer immediately if it becomes apparent that a survey marker will be disturbed due to construction. The Contractor will allow ample time for City Survey Department personnel to acquire adequate information so that the monument may be replaced in its original position after Woodford Drainage Improvements/Schleicher 1 - 8 June 7, 2017 Project Number: 17-3007 construction. If the City is not notified, and a stake, marker or monument is disturbed or destroyed the Contractor will be charged at a rate of $270/hr for a city survey crew to replace the stake, marker or monument that was not to be disturbed or damaged by the Contractor's operations. This charge will be deducted from monies due or to become due to the Contractor. Any claim by the Contractor for extra compensation by reason of alterations or reconstruction work allegedly due to error in the Surveyor's line and grade will not be allowed unless the original control points set by the Surveyor still exist, or unless the Contractor can provide other satisfactory substantiating evidence to prove the error was caused by incorrect city-furnished survey data. Three consecutive points set on line or grade shall be the minimum points used to determine any variation from a straight line or grade. Any such variation shall, upon discovery, be reported to the Engineer. In the absence of such report, the Contractor shall be liable for any error in alignment or grade. 1-05.5(2) Roadway and Utility Surveys The Engineer shall furnish to the Contractor, one time only, all principal lines, grades and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 4. Offset points to establish line and grade for underground utilities such as water, sewers, storm drains, illumination and signalization. 1-05.5(4) Control Stakes Stakes that constitute reference points for all construction work will be conspicuously marked with an appropriate color of flagging tape. It will be the responsibility of the Contractor to inform its employees and subcontractors of the importance and necessity to preserve the stakes. The Contractor shall determine appropriate construction stake offset distances to prevent damage to stakes by its construction equipment. Should it become necessary, for any reason, to replace these control stakes, the Contractor will be charged at the rate of $270/hour for a city survey crew to replace the stakes. The Contractor may not charge the City for any standby or "down" time as a result of any replacement of control stakes. If the removal of a control stake or monument is required by the construction operations of the Contractor or its subcontractors, and advance notice of at least three (3) full working days is given to the City, the City will reference, remove, and later replace the stakes or monument at no cost to the Contractor. 1-05.5(5) Staking Services Work requests must be made at least 3 working days in advance of the required staking. Woodford Drainage Improvements/Schleicher 1 - 9 June 7, 2017 Project Number: 17-3007 The City will furnish the following stakes and reference marks: 3. Storm Sewers - Two cut or fill stakes for each inlet, catch basin or manhole will be set at appropriate offsets to the center of the structure. After installation and backfill, inverts will be checked for correctness. When deemed appropriate by the Engineer, cut sheets will be supplied for storm. Cuts or fills may be marked on the surveyed points but should not be relied on as accurate until a completed cut sheet is supplied. The Contractor, at its own expense, shall stake all other items not listed above to construct the project per the Plans and Specifications. Staking for channelization, traffic loops, and all other items not listed above shall be the sole responsibility and expense of the Contractor. The City may, at its sole discretion, provide additional staking at the request of the Contractor at the rate of $270/hour. 1-05.5(6) Survey Requests It shall be the Contractor's responsibility to properly schedule survey crews and coordinate staking requests with construction activities. A survey crew may be reasonably expected to stake any one of the following items, in the quantity shown, in a single day: Storm or sanitary sewer Approximately 8-10 structures Actual quantities may vary based on the complexity of the project, line of sight considerations, traffic interference, properly prepared work site, and other items that could affect production. The Contractor shall be aware that length does not always translate directly into stationing. For example, a survey request for storm sewer pipe from Station 3+00 to 8+00 is 500 lineal feet in length. There may be 1000 lineal feet, or more, of storm sewer pipe, if the pipe is placed on both sides of the roadway and interconnected. SECTION 1-05.9 IS SUPPLEMENTED WITH THE FOLLOWING NEW SUBSECTION. 1-05.9 Equipment 1-05.9(1) Operational Testing It is the intent of the City to have at the Physical Completion Date a complete and operable system. Therefore when the work involves the installation of machinery or other mechanical equipment, street lighting, electrical distribution of signal systems, building or other similar work, it may be desirable for the Engineer to have the Woodford Drainage Improvements/Schleicher 1 - 10 June 7, 2017 Project Number: 17-3007 Contractor operate and test the work for a period of time after final inspection but prior to the Physical Completion Date. Whenever items of work are listed in the contract provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. In the event the contract does not specify testing time periods, the default testing time period shall be twenty-one (21) calendar days. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment that prove faulty or that are not in first class operating condition. Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing shall be included in the various contract bid item prices unless specifically set forth otherwise in the contract. Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. SECTION 1-05.10 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-05.1 O Guarantees In addition to any other warranty or guarantee provided for at law or in the parties' contract, the Contractor shall furnish to the Contracting Agency any guarantee or warranty furnished as a customary trade practice in connection with the purchase of any equipment, materials, or items incorporated into the project. Upon receipt of written notice of any required corrective work, the Contractor shall pursue vigorously, diligently, and without disrupting city facilities, the work necessary to correct the items listed in the notice. Approximately sixty (60) calendar days prior to the one year anniversary of final acceptance, the Contractor shall be available to tour the project, with the Engineer, in support of the Engineer's effort to establish a list of corrective work then known and discovered. Woodford Drainage Improvements/Schleicher 1 - 11 June 7, 2017 Project Number: 17-3007 SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE FIRST PARAGRAPH: 1-05.13 Superintendents, Labor, and Equipment of Contractor Within ten (10) days of contract award, the Contractor shall designate the Contractor's project manager and superintendent for the contract work. SECTION 1-05.13 IS REVISED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE THIRD PARAGRAPH (AS PRINTED IN THE 2016 WSDOT STANDARD SPECIFICATIONS): If at any time during the contract work, the Contractor elects to replace the contract manager or superintendent, the Contractor shall only do so after obtaining the Engineer's prior written approval. THE LAST PARAGRAPH OF 1-05.13 IS DELETED AND REPLACED WITH THE FOLLOWING: Whenever the City evaluates the Contractor's qualifications or prequalifications pursuant to Section 1-02.1 or RCW 47.28.070, the City may take these or other Contractor performance reports into account. SECTION 1-05.14 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-05.14 Cooperation With Other Contractors Details of known projects are as follows: N/A SECTION 1-05 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-05.16 Water and Power The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the Contract includes power or water as bid items, or unless otherwise provided for in other bid items. 1-05.17 Oral Agreements No oral agreement or conversation with any officer, agent, or employee of the City, either before or after execution of the contract, shall affect or modify the terms or obligations contained in any of the documents comprising the contract. Such oral agreement or conversation shall be considered unofficial information and in no way binding upon the City, unless subsequently recorded and/or put in writing and signed by an authorized agent of the City. Woodford Drainage Improvements/Schleicher 1 - 12 June 7, 2017 Project Number: 17-3007 1-06 CONTROL OF MATERIAL SECTION 1-06.2(2) IS DELETED IN ITS ENTIRETY. 1-06.2(2) Statistical Evaluation of Materials for Acceptance SECTION 1-06 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-06.7 Submittals 1-06.7(1) Submittal Procedures All information submitted by the Contractor shall be clear, sharp, high contrast copies. Contractor shall accompany each submittal with a letter of transmittal containing the following information: 1 . Contractor's name and the name of Subcontractor or supplier who prepared the submittal. 2. The project name and identifying number. 3. Each new submittal shall be sequentially numbered (1, 2, 3, etc.). Each resubmittal shall include the original number with a sequential alpha letter added (1 A, 1B, 1C, etc.). 4. Description of the submittal and reference to the Contract requirement or technical specification section and paragraph number being addressed. 5. Bid item(s) where product will be used. 1-06.7(2) Schedule of Submittals The Contractor shall create and submit three (3) copies of a schedule of submittals showing the date by which each submittal required for product review or product information will be made. The schedule can be modified, deducted, or added to by the City. The schedule shall be available at the preconstruction conference (see 1-08.0 of the Kent Special Provisions). The schedule of submittals must be accepted prior to the City making the first progress payment. The schedule shall identify the items that will be included in each submittal by listing the item or group of items and the Specification Section and paragraph number and bid item under which they are specified. The schedule shall indicate whether the submittal is required for product review of proposed equivalents, shop drawings, product data or samples or required for product information only. The Contractor shall allow a minimum of 21 days for the Engineer's review of each submittal or resubmittal. All submittals shall be in accordance with the approved schedule of submittals. Submittals shall be made early enough to allow adequate time for manufacturing, delivery, labor issues, additional review due to inadequate or incomplete submittals, and any other reasonably foreseeable delay. Woodford Drainage Improvements/Schleicher 1 - 13 June 7, 2017 Project Number: 17-3007 1-06.7(3) Shop Drawings, Product Data, and Samples The Contractor shall submit the following for the Engineer's review: 1 . Shop Drawings: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 2. Product Data: Submit an electronic copy or three paper copies. Submittals will be marked, stamped and returned to the Contractor. The Contractor shall make and distribute any required copies for its superintendent, subcontractors and suppliers. 3. Samples: Submit three labeled samples or three sets of samples of manufacturer's full range of colors and finishes unless otherwise directed. One approved sample will be returned to the Contractor. Content of submittals: 1 . Each submittal shall include all of the items required for a complete assembly or system. 2. Submittals shall contain all of the physical, technical and performance data required to demonstrate conclusively that the items comply with the requirements of the Contract. 3. Each submittal shall verify that the physical characteristics of items submitted, including size, configurations, clearances, mounting points, utility connection points and service access points, are suitable for the space provided and are compatible with other interrelated items. 4. The Contractor shall label each Product Data submittal, Shop Drawing or Sample with the bid item number and, if a lump sum bid item, provide a reference to the applicable KSP paragraph. The Contractor shall highlight or mark every page of every copy of all Product Data submittals to show the specific items being submitted and all options included or choices offered. The City encourages a creative approach to complete a timely, economical, and quality project. Submittals that contain deviations from the requirements of the Contract shall be accompanied by a separate letter explaining the deviations. The Contractor's letter shall: 1 . Cite the specific Contract requirement including the Specification Section bid item number and paragraph number for which approval of a deviation is sought. 2. Describe the proposed alternate material, item or construction, explain its advantages, and explain how the proposed alternate meets or exceeds the Contract requirements. 3. State the reduction in Contract Price, if any, which is offered to the City. The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed deviation with or without cause. Woodford Drainage Improvements/Schleicher 1 - 14 June 7, 2017 Project Number: 17-3007 The Engineer will stamp and mark each submittal prior to returning it to the Contractor. The stamps will indicate one of the following: 1 . "APPROVED AS SUBMITTED" — Accepted subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. 2. "APPROVED AS NOTED" — Accepted subject to minor corrections that shall be made by the Contractor and subject to its compatibility with the work not covered in this submission. This response does not constitute approval or deletion of specified or required items not shown in the partial submission. No resubmission is required. 3. "AMEND AND RESUBMIT" — Rejected because of major inconsistencies, errors or insufficient information that shall be resolved or corrected by the Contractor prior to subsequent re- submittal. An amended resubmission is required. Re-submittals that contain changes that were not requested by the Engineer on the previous submittal shall note all changes and be accompanied by a letter explaining the changes. 1-06.7(4) Proposed Equivalents The Engineer retains the exclusive right, at his or her sole discretion, to accept or reject any proposed equivalent with or without cause. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.2 State Taxes SECTION 1-07.2(1) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(1) State Sales Tax: WAC 458-20-171—Use Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to use tax under Section 1-07.2(1) in the proposal bid items. SECTION 1-07.2(2) IS REVISED BY DELETING THE SECOND PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-07.2(2) State Sales Tax: WAC 458-20-170—Retail Sales Tax Without waiving the Contractor's obligation to understand and apply these tax rules correctly, the City has indicated those parts of the project that are subject to retail sales tax under Section 1-07.2(2) in the proposal bid items. Woodford Drainage Improvements/Schleicher 1 - 15 June 7, 2017 Project Number: 17-3007 SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH. 1-07.6 Permits and Licenses The City has obtained the following permits: None SECTION 1-07.6 IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH: A copy of each permit and/or license obtained by the Contractor shall be furnished to the City. Approved permits shall be furnished to the City upon completion of the project and prior to final acceptance. The Contractor shall promptly notify the City in writing of any variance in the contract work arising from the issuance of any permit. 1-07.9 Wages SECTION 1-07.9(1) IS SUPPLEMENTED BY INSERTING THE FOLLOWING PARAGRAPH AFTER THE SIXTH PARAGRAPH: 1-07.9(1) General To the extent allowed by law, the wage rates that will be in effect during the entire contract work period are those in effect on the day of bid opening, unless the City does not award the Contract within six months of the bid opening. 1-07.13 Contractor's Responsibility for Work SECTION 1-07.13(4) IS REVISED BY DELETING THE SECOND SENTENCE OF THE FIRST PARAGRAPH AND DELETING THE LAST PARAGRAPH. 1-07.13(4) Repair of Damage SECTION 1-07.14 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE BEGINNING OF THAT SECTION. 1-07.14 Responsibility for Damage To the extent a conflict exists between the terms of this Section 1-07.14 and Section 5 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. 1-07.15 Temporary Water Pollution Prevention SECTION 1-07.15(1) IS REVISED BY ADDING THE FOLLOWING PARAGRAPH AFTER THE LAST PARAGRAPH.- Woodford Drainage Improvements/Schleicher 1 - 16 June 7, 2017 Project Number: 17-3007 1-07.15(1) Spill Prevention, Control, and Countermeasures Plan When the proposal form includes multiple bid schedules and the "SPCC Plan" bid item is present in only one bid schedule, the lump sum payment item for the "SPCC Plan" in that one schedule will apply to all bid schedules for all costs associated with creating and updating the accepted SPCC Plan, and all costs associated with the setup of prevention measures and for implementing the current SPCC Plan as required by this Specifications. SECTION 1-07.17 IS REVISED BY ADDING THE FOLLOWING SENTENCE TO THE END OF THE SECOND PARAGRAPH: 1-07.17 Utilities and Similar Facilities If a utility is known to have or suspected of having underground facilities within the area of the proposed excavation and that utility is not a subscriber to the utilities underground location center, the Contractor shall give individual notice to that utility within the same time frame prescribed in RCW 19.122.030 for subscriber utilities. SECTION 1-07.17 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: 1-07.17(3) Utility Markings Once underground utilities are marked by the utility owner or its agent, and/or once new underground facilities have been installed by the Contractor, the Contractor/excavator is responsible to determine the precise location of underground facilities that may conflict with other underground construction. The Contractor shall maintain the marks or a record of the location of buried facilities for the duration of time needed to avoid future damage until installation of all planned improvements at that location is complete. 1-07.17(4) Payment All costs to comply with subsection 1-07.17(3) and for the protection and repair of all identified or suspected underground utilities specified in RCW 19.122 are incidental to the contract and are the responsibility of the Contractor/excavator. The Contractor shall include all related costs in the unit bid prices of the contract. No additional time or monetary compensation shall be made for delays caused by utility re- marking or repair of damaged utilities due to the Contractor's failure to maintain marks or to locate utilities in accordance with this section. 1-07.17(5) Notification of Excavation Within ten business days but not less than two business days prior to the commencement of excavation, the Contractor shall provide written notice (or other form of notice acceptable to the Engineer) to all owners Woodford Drainage Improvements/Schleicher 1 - 17 June 7, 2017 Project Number: 17-3007 of underground facilities, whether public or private, that excavation will occur, and when excavation will occur. 1-07.17(6) Site I nspection Contractor warrants and represents that it has personally, or through its employees, agents and/or subcontractors, examined all property affected by this project and that it is knowledgeable of specific locations for water, gas, telephone, electric power and combined sewerage utilities within those areas. The following list of contacts is provided only as a convenience to the Contractor. It may not be accurate and may not constitute a complete list of all affected utilities. CenturyLink Comcast Jason Tesdal Bill Walker 206-345-3488 253-288-7538 206-683-4242 (cell) 206-255-6975 (cell) Puget Sound Energy Gas Puget Sound Energy Power Glenn Helton Dennis Booth 253-395-6926 425-417-9188 (cell) 425-559-4647 (cell) Verizon Scott Christenson 425-636-6046 425-471-1079 (cell) SECTION 1-07.18 IS REVISED BY ADDING THE FOLLOWING PARAGRAPH BEFORE THE FIRST PARAGRAPH: 1-07.18 Public Liability and Property Damage Insurance To the extent a conflict exists between the terms of this Section 1 - 07.18 and the insurance requirements in Section 7 of the Contract, the terms of the Contract will control. Any reference to the State, Governor, Commission, Secretary, or all officers and employees of the State also will include the City, its officers and employees. SECTION 1-07.24 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.24 Rights of Way Street right of way lines, limits of easements and limits of construction are indicated or defined on the plans. The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made. Woodford Drainage Improvements/Schleicher 1 - 18 June 7, 2017 Project Number: 17-3007 It is anticipated that the City will have obtained all right of way, easements or right of entry agreements prior to the start of construction. Locations where these rights have not been obtained will be brought to the Contractor's attention prior to start of construction. The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired until the Engineer certifies to the Contractor that the right of way or easement is available or that the right of entry has been received. SECTION 1-07.26 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-07.26 Personal Liability of Public Officers Neither the City, the Engineer, nor any other official, officer or employee of the City shall be personally liable for any acts or failure to act in connection with the contract, it being understood that, in these matters, they are acting solely as agents of the City. 1-08 PROSECUTION AND PROGRESS SECTION 1-08 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-08.0 Preconstruction and Preconstruction Conference The Engineer will furnish the Contractor with up to ten (10) copies of the plans and specifications. Additional documents may be purchased from the City at the price specified by the City or in the Invitation to Bid. Prior to undertaking each part of the work, the Contractor shall carefully study and compare the Contract and check and verify all pertinent figures shown and all applicable field measurements. The Contractor shall promptly report in writing to the Engineer any conflict, error or discrepancy that the Contractor discovers. After the Contract has been executed, but prior to the Contractor beginning the work, a preconstruction conference will be held with the Contractor, the Engineer and any other interested parties that the City determines to invite. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule. 2. To establish a working understanding among the various parties associated or affected by the work. 3. To establish and review procedures for progress payment, notifications, approvals, submittals, etc. 4. To verify normal working hours for the work. 5. To review safety standards and traffic control. 6. To discuss any other related items that may be pertinent to the work. Woodford Drainage Improvements/Schleicher 1 - 19 June 7, 2017 Project Number: 17-3007 The Contractor shall prepare and submit for approval, at or prior to the preconstruction conference the following: 1 . A price breakdown of all lump sum items. 2. A preliminary construction schedule. 3. A list of material sources for approval, if applicable. 4. Schedule of submittals. (See 1-06.6(2)) 5. Temporary Erosion/Sedimentation Control Plan (TESCP) for approval. 6. Traffic Control Plan (TCP) for approval. 7. Request to sublet, for approval by the Engineer, of all subcontractors. SECTION 7-08.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-08.4 Notice to Proceed, Prosecution and Hours of Work Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of required insurance have been approved by and filed with the City. Unless otherwise approved in writing by the Engineer, the Contractor shall not commence the work until the Notice to Proceed has been given by the Engineer. The Contractor shall commence construction activities on the Project Site within ten working days of the Notice to Proceed Date. The Work thereafter shall be prosecuted diligently, vigorously, and without unauthorized interruption until physical completion of the work. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the Contract. Except in the case of emergency or unless otherwise approved by the Engineer, the normal straight time working hours for the Contractor shall be any consecutive 8 hour period between 7:00 a.m. and 6:00 p.m. Monday through Friday, unless otherwise specified in the Kent Special Provisions, with a 5-day work week, plus allowing a maximum one-hour lunch break in each working day. The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or prior to the Contractor commencing work. If a Contractor desires to perform work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to work those times. The Contractor shall notify the Engineer at least 48 hours in advance (72 hours in advance for weekend work) so that the Inspector's time may be scheduled. Permission to work longer than an 8-hour period between 7:00 a.m. and 6:00 p.m. is not required. For any work outside of normal straight time working hours that requires city surveyors, all reasonable efforts shall be made by the Contractor to allow time for surveying to be completed during normal straight time hours. If city surveyors are required to work other than normal straight Woodford Drainage Improvements/Schleicher 1 - 20 June 7, 2017 Project Number: 17-3007 time hours at the convenience of the Contractor, all such work shall be reimbursed by the Contractor. Permission to work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the City's noise control regulations or the city receives complaints from the public or adjoining property owners regarding noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should this permission be revoked for these reasons. The Engineer may grant permission to work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours, but may be subject to other conditions established by the City or Engineer. These conditions may include, but are not limited to the following: hours worked by City employees; impacts to the construction schedule; or accommodations to adjoining properties affected by the contract work. 1-08.4(A) Reimbursement for Overtime Work of City Employees Following is a non-exclusive list of work that may require Contractor reimbursement for overtime of City employees. The City will bill the Contractor at the OVERTIME RATE in order for locate crews to complete other work. If the locate request is for nights, weekend, holidays or at other times when locate crews are not normally working, all locate work and expenses, including travel, minimum call out times, and/or Holiday premiums will be borne by the Contractor. 1 . Locate work required to re-establish marks for City-owned underground facilities that were not maintained or recorded by the Contractor in accordance with RCW 19.122.030. 2. Work required by city survey crew(s) as the result of reestablishing survey stakes or markings that were not maintained or recorded by the Contractor or other work deemed to be for the convenience of the Contractor and not required of the City by the contract. 3. Work required by City personnel or independent testing laboratories to re-test project materials, utility pressure or vacuum tests, camera surveys or water purity tests as the result of initial test failure on the part of the Contractor. 1-08.4(B) General The City allocates its resources to a contract based on the total time allowed in the contract. The City will accept a progress schedule indicating an early physical completion date but cannot guarantee the City resources will be available to meet the accelerated schedule. No additional compensation will be allowed if the Contractor is not able to meet its accelerated schedule due to the unavailability of City resources or for other reasons beyond the City's control. Woodford Drainage Improvements/Schleicher 1 - 21 June 7, 2017 Project Number: 17-3007 Unless previously approved by the Engineer, the original and all supplemental progress schedules shall not conflict with any time and order-of-work requirements in the contract. If the Engineer deems that the original or any necessary supplemental progress schedule does not provide adequate information, the City may withhold progress payments until a schedule containing needed information has been submitted by the Contractor and approved by the Engineer. The Engineer's acceptance of any schedule shall not transfer any of the Contractor's responsibilities to the City. The Contractor alone shall remain responsible for adjusting forces, equipment, and work schedules to ensure completion of the work within the times specified in the contract. SECTION 1-08.5 IS REVISED BY DELETING THE THIRD PARAGRAPH AND REPLACING WITH THE FOLLOWING: 1-08.5 Time for Completion Contract time shall begin on the day of the Notice to Proceed. The Contract Provisions may specify another starting date for Contract time, in which case, time will begin on the starting date specified. SECTION 1-08.6 IS REVISED BY DELETING THE FIFTH, SIXTH, AND SEVENTH PARAGRAPHS AND REPLACING WITH THE FOLLOWING: 1-08.6 Suspension of Work If the performance of all or any part of the Work is suspended for an unreasonable period of time by an act of the Contracting Agency in the administration of the Contract, or by failure to act within the time specified in the Contract (or if no time is specified, within a reasonable time), the Engineer will make an adjustment for any increase in the cost or time for the performance of the Contract (excluding profit) necessarily caused by the suspension. However, no adjustment will be made for any suspension if (1) the performance would have been suspended by any other cause, including the fault or negligence of the Contractor, or (2) an equitable adjustment is provided for or excluded under any other provision of the Contract. If the Contactor believes that the performance of the Work is suspended for an unreasonable period of time and such suspension is the responsibility of the Contracting Agency, the Contractor shall immediately submit a written notice of protest to the Engineer as provided in Section 1-04.5. No adjustment shall be allowed for any costs incurred more than 10 calendar days before the date the Engineer receives the Contractor's written notice to protest. In any event, no protest will be allowed later than the date of the Contractor's signature on the Final Pay Estimate. The Contractor shall keep full and complete Woodford Drainage Improvements/Schleicher 1 - 22 June 7, 2017 Project Number: 17-3007 records of the costs and additional time of such suspension, and shall permit the Engineer to have access to those records and any other records as may be deemed necessary by the Engineer to assist in evaluating the protest. The Engineer will determine if an equitable adjustment in cost or time is due as provided in this Section. The equitable adjustment for increase in costs, if due, shall be subject to the limitations provide in Section 1-09.4, provided that no profit of any kind will be allowed on any increase in cost necessarily caused by the suspension. SECTION 1-08.7 MAINTENANCE DURING SUSPENSION IS REVISED BY DELETING THE FOURTH AND SIXTH PARAGRAPHS. 1-09 MEASUREMENT AND PAYMENT SECTION 1-09.7 IS SUPPLEMENTED BYADDING THE FOLLOWING: 1-09.7 Mobilization The Contractor may utilize existing gravel shoulders along Woodford Avenue North for staging of materials and equipment. Material and equipment may not be stored at Kent Memorial Park or on Woodford Avenue North in locations where Woodford Avenue North cuts through Kent Memorial Park. SECTION 1-09.9 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 1-09.9(2) City's Right to Withhold Certain Amounts In addition to the amount that the City may otherwise retain under the Contract, the City may withhold a sufficient amount of any payments otherwise due to the Contractor, including nullifying the whole or part of any previous payment, because of subsequently discovered evidence or subsequent inspections that, in the City's judgment, may be necessary to cover the following: 1. The cost of defective work not remedied. 2. Fees incurred for material inspection, and overtime engineering and inspection for which the Contractor is obligated under this Contract. 3. Fees and charges of public authorities or municipalities. 4. Liquidated damages. 5. Engineering and inspection fees beyond Completion Date. 6. Cost of City personnel to re-establish locate marks for City-owned facilities that were not maintained by the Contractor in accordance with RCW 19.122.030 (3). 7. Additional inspection, testing and lab fees for re-doing failed, water, other utility tests. Woodford Drainage Improvements/Schleicher 1 - 23 June 7, 2017 Project Number: 17-3007 SECTION 1-09. 11(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.11 (3) Time Limitations and Jurisdiction This contract shall be construed and interpreted in accordance with the laws of the State of Washington. The venue of any claims or causes of action arising from this contract shall be exclusively in the Superior Court of King County, located in Kent, Washington. For convenience of the parties to this contract, it is mutually agreed that any claims or causes of action which the Contractor has against the City arising from this contract shall be brought within 180 days from the date of Final Acceptance of the contract by the City. The parties understand and agree that the Contractor's failure to bring suit within the time period provided shall be a complete bar to any such claims or causes of action. It is further mutually agreed by the parties that when any claims or causes of action that a Contractor asserts against the City arising from this contract are filed with the City or initiated in court, the Contractor shall permit the City to have timely access to any records deemed necessary by the City to assist in evaluating the claims or actions. SECTION 1-09.13 IS DELETED AND REPLACED WITH THE FOLLOWING: 1-09.13 Final Decision and Appeal All disputes arising under this contract shall proceed pursuant to Section 1-04.5 and 1-09.11 of the WSDOT Standard Specifications and any Kent Special Provisions provided for in the contract for claims and resolution of disputes. The provisions of these sections and the Kent Special Provisions must be complied with as a condition precedent to the Contractor's right to seek an appeal of the City's decision. The City's decision under Section 1-09.11 will be final and conclusive. Thereafter, the exclusive means of Contractor's right to appeal shall only be by filing suit exclusively under the venue, rules and jurisdiction of the Superior Court of King County, located in Kent, Washington, unless the parties agree in writing to an alternative dispute resolution process. 1-1 O TEMPORARY TRAFF I C CONTROL SECTION 1-10.2(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 1-10.2(1) General The TCS shall be certified as a work site traffic control supervisor by one of the following: Evergreen Safety Council 401 Pontius Avenue North Seattle, WA 98109 1-800-521-0778 or 206-382-4090 Woodford Drainage Improvements/Schleicher 1 - 24 June 7, 2017 Project Number: 17-3007 The Northwest Laborers-Employers Training Trust 27055 Ohio Avenue Kingston, WA 98346 360-297-3035 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, VA 22406-1022 Training Dept. Toll Free (877) 642-4637 or (540) 368-1701 SECTION 1-10.2(2) IS DELETED AND REPLACED WITH THE FOLLOWING: 1-10.2(2) Traffic Control Plans The Contractor shall submit a Type 2 Working Drawing consisting of the Contractor's plan for controlling all types of traffic. This Type 2 Working Drawing must be submitted a minimum of 1 week before the pre- construction conference. Any proposed plan shall show the necessary construction signs, flaggers, and other traffic control devices required to support the Work. Any proposed plan shall conform to the established standards for plan development as shown in the MUTCD, Part 6 and the most current edition of the PROWAG. The Contractor shall be solely responsible for submitting any proposed traffic control plan or modifications, obtaining the Engineer's acceptance and providing copies of the accepted Traffic Control Plans to the Traffic Control Supervisor. Plans showing or requesting complete road closures shall not be considered; all types of traffic must be allowed to use Woodford Avenue during construction of improvements. Contractor shall coordinate with residents 24 hours prior to trenching in front of their properties to permit appropriate ingress and egress during construction. Should the Contractor fail to implement all parts of the accepted traffic control plan at any time during construction, the Engineer may arrange for additional flaggers, signs, and other traffic control devices and deduct costs associated with said arrangements from the Contractor's payments. Woodford Drainage Improvements/Schleicher 1 - 25 June 7, 2017 Project Number: 17-3007 DIVISION 2 - EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS SECTION 2-02.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.1 Description This work also includes the repair of adjacent improvements that were not designated for removal, but that were damaged by the Contractor's operations. SECTION 2-02.3 IS REVISED BY REPLACING THE LAST THREE PARAGRAPHS WITH THE FOLLOWING: 2-02.3 Construction Requirements All improvements that are not designated for removal, but that are damaged by the Contractor's operations shall be replaced, restored, or repaired at the Contractor's sole expense. The Engineer's determination regarding what replacement, restoration, or repair must be made by the Contractor to repair damage caused by the Contractor's removal operations is final. SECTION 2-02.3(3) IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, Driveways and Gutters In removing pavement, driveways, sidewalks, and curbs the Contractor shall: 1 . Haul broken-up pieces of concrete and asphalt pavement into the roadway embankment, or to some off-project site, unless otherwise directed by the Engineer, or permitted by the Kent Special Provisions. 2. Material that is to be incorporated into the embankment shall be broken into pieces not exceeding 18 inches in any dimension, and no part of any piece shall be within three feet of the top, side or end surface of the embankment or any structure. 3. Make a vertical saw cut between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. When asphalt pavements are being widened, the vertical saw cut shall be made at least 1-foot from the edge of the existing pavement, and at least 2-feet from the closest edge of any cement concrete curb that will remain or be replaced, unless otherwise directed by the Engineer. 4. Replace at no expense to the City any existing pavement designated to remain that is damaged during the removal of other pavement, sidewalks, or curbs. 5. When cement concrete sidewalk, cement concrete driveways, cement concrete pavement, or cement concrete curb is being removed, and the removal would result in a remaining strip of cement concrete less than 5 feet long, or where in the opinion of Woodford Drainage Improvements/Schleicher 2 - 1 June 7, 2017 Project Number: 17-3007 the Engineer the remaining portion of the sidewalk, pavement or curb would be damaged by the cutting required for the removal, then the entire sidewalk, pavement or curb shall be removed to the next expansion joint. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(4) Removal of Existing Catch Basins and Storm Sewer Pipe 6 inch storm sewer pipe exists as indicated on the TESC plan. The unit contract price per lineal foot for "Remove Existing Storm Sewer Pipe" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing storm pipe or culvert at an off-site location. The unit bid price shall also include but not be limited to excavation, removal, disposal, backfilling with native material and compaction. The unit contract price per each for "Remove Existing Catch Basin or Manhole" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to remove and dispose of the existing structure, riser sections, frame, grate at an off-site location. The unit price bid shall include but not be limited to excavation, removal, disposal, backfilling with native material and compaction. SECTION 2-02.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 2-02.3(5) Saw Cut Existing Cement and Asphalt Concrete Pavements The unit price contract price per lineal foot for saw cut of cement and asphalt concrete pavements constitutes complete compensation for all materials, labor and equipment required to saw cut existing cement and asphalt concrete pavement to a depth of 6 inches in accordance with the plans and specifications. Should the Contractor encounter pavement to be removed which is thicker than 6 inches, it shall be paid according to the following formula: actual depth in inches (length) x 6 inches = quantity For example, if the Contractor encounters pavement to be saw cut which is 8 inches thick and 100 linear feet then the quantity would be: 8 length x 6 = 133 LF. No other compensation shall be allowed. A vertical saw cut shall be required between any existing pavement, sidewalk, or curb that is to remain and the portion to be removed. The costs of other types of pavement cutting, such as "wheel cutting", shall Woodford Drainage Improvements/Schleicher 2 - 2 June 7, 2017 Project Number: 17-3007 be considered incidental to other bid items and no payment will be allowed under this item unless the pavement is actually saw cut. SECTION 2-02.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-02.4 Measurement "Remove Existing Storm Sewer Pipe," per linear foot, measured once along the invert of pipe. "Remove Existing Catch Basin or Manhole," per each structure removed per project specifications. "Remove Existing Asphalt Concrete Pavement," per square yard removed per project specifications. "Saw Cut Existing Asphalt Concrete Pavement," per linear foot measured once along the length of the cut. "Saw Cut Existing Cement Concrete Pavement," per linear foot measured once along the length of the cut. SECTION 2-02.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-02.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: "Remove Existing Storm Sewer Pipe," per linear foot. "Remove Existing Catch Basin or Manhole," per each. "Remove Existing Asphalt Concrete Pavement," per square yard. "Saw Cut Existing Asphalt Concrete Pavement," per linear foot. "Saw Cut Existing Cement Concrete Pavement," per linear foot. 2-03 ROADWAY EXCAVATION AND EMBANKMENT SECTION 2-03.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.1 Description Material excavated during trenching operations for storm drain installation shall be immediately removed and disposed of off-site, except for that portion necessary to backfill the existing storm drain and catch basins called for removal. The quantity of material removed and disposed of shall be measured and paid as "Roadway Excavation Incl. Haul". Woodford Drainage I mprovements/Schleicher 2 - 3 June 7, 2017 Project Number: 17-3007 SECTION 2-03.3(7)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(7)C Contractor-Provided Disposal Site The City has not provided a waste site. The Contractor shall arrange for disposal and provide any necessary disposal sites in accordance with Section 2-03.3(7)C of the WSDOT Standard Specifications. The Contractor is responsible for determining which permits are required for the selected disposal sites. Within the City, wetlands are identified by using the Corps of Engineers Wetlands Delineation Manual dated January 1987. SECTION 2-03.3(14)D IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-03.3(14)D Compaction and Moisture Control Tests Maximum density will be determined by the Modified Proctor Method ASTM D-1557. All compaction tests if required will be performed by the City. 2-06 SUBGRADE PREPARATION SECTION 2-06.3(1) ITEM 6 IS DELETED AND REPLACED WI TH THE FOLLOWING: 2-06.3(1) Subgrade for Surfacing 6. The prepared subgrade shall be compacted in the top 0.50 foot to 95 percent of maximum dry density per ASTM D-1557 for a cut section. If the underlying subgrade is too soft to permit compaction of the upper 0.5 foot layer, the Contractor shall scarify, aerate and compact the subgrade until the top layer can meet compaction requirements. Fill sections shall be prepared in accordance with the Standard Specification Section 2-03.3(14)C, Method B except ASTM D-1557 shall determine the maximum density. SECTION 2-06.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-06.5 Measurement and Payment The cost for work required for compaction of the subgrade shall be included by the Contractor in the unit contract price of other bid items. Woodford Drainage Improvements/Schleicher 2 - 4 June 7, 2017 Project Number: 17-3007 2-07 WATERING SECTION 2-07.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 2-07.4 Measurement The Contractor shall obtain a hydrant meter and permit from the City Maintenance Shop located at 5821 South 240th Street 253-856-5600 to measure the quantities of water used. Hydrant wrenches are also available at the City Maintenance Shops at the Contractors option. No additional deposit is required for the hydrant wrench. The City shall provide all water that comes from the City water system. Prior to issuance of the hydrant meter (and wrench if applicable) and permit, the Contractor shall make a hydrant meter deposit to the City Customer Service Division located on the first floor of the Centennial Center at 400 West Gowe Street 253-856-5200. The said deposit is refundable provided the Contractor returns the hydrant meter (and wrench if applicable) to the City Maintenance Shops undamaged. The Contractor shall provide his own gate valve on the hose side of the hydrant meter with which to control water flow. The hydrant meter permit duration is two (2) months. At the end of the permit duration, the Contractor shall deliver the hydrant meter (and wrench if applicable) to the City Maintenance Shops for reading. If the Contractor requires another hydrant meter and permit at the time a meter is returned to the City Maintenance Shops, he shall request a meter and one shall be provided. An additional meter deposit will not be required. The Contractors initial hydrant meter deposit shall be transferred to the new meter issued. 2-12 CONSTRUCTION GEOSYNTHETIC SECTION 2-12.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.1 Description The pay item "Geotextile Fabric, Woven" constitutes complete compensation for all labor, tools, material, and equipment necessary to install geotextile at the locations shown on the plans and described in the specifications. All catch basin structures shall require placement of one layer of soil stabilization geotextile fabric below the base section. SECTION 2-12.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.2 Materials Geotextile fabric shall meet or exceed the properties set forth by Table 3 of WSDOT Standard Specifications section 9-33.2(l) for Soil Stabilization. Woodford Drainage Improvements/Schleicher 2 - 5 June 7, 2017 Project Number: 17-3007 SECTION 2-12.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.3 Construction Requirements The Contractor shall take all necessary precautions to not tear or damage the fabric during installation. The fabric shall be laid down by hand. Folds or creases in the fabric shall be pulled flat. The fabric sides and ends shall be anchored or weighted sufficiently to prevent slouching. Joints or seams shall be overlapped a minimum of two (2) feet. SECTION 2-12.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.4 Measurement Woven geotextile fabric shall be measured per square yard of materials placed per project specifications. SECTION 2-12.S IS SUPPLEMENTED BY ADDING THE FOLLOWING: 2-12.5 Payment "Geotextile Fabric, Woven," per square yard. Woodford Drainage Improvements/Schleicher 2 - 6 June 7, 2017 Project Number: 17-3007 DIVISION 4 - BASES 4-04 BALLAST AND CRUSHED SURFACING 4-04.3 Construction Requirements SECTION 4-04.3(2) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(2) Subgrade The Contractor is responsible for any delays or costs incurred as a result of placing ballast or surface materials before approval is received from the Engineer. SECTION 4-04.3(5) IS DELETED AND REPLACED WITH THE FOLLOWING: 4-04.3(5) Shaping and Compaction Surfacing shall be compacted in depths not to exceed 6 inches. Final density shall be at least 95 percent of maximum dry density per ASTM D-1557. SECTION 4-04.3(7) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 4-04.3(7) Miscellaneous Requirements The Contractor shall not place any crushed surfacing intended for use as roadway base material until all subgrade underneath the traveled way has been proof-rolled. Proof rolling equipment shall produce a single axle load equivalent to the load produced from a Caterpillar 950GC. Woodford Drainage Improvements/Schleicher 4 - 1 June 7, 2017 Project Number: 17-3007 DIVISION 5 - SURFACE TREATMENTS AND PAVEMENTS NOTE: If the contract also includes underground utility construction, permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. Verification that utility construction conforms to the line and grade requirements of Section 7-08.3(2)B of the WSDOT Standard Specifications shall be made by the Engineer prior to authorizing paving to begin. Also, each new utility must pass all appropriate tests specified herein for the type of utility prior to paving. 5-04 HOT M I X ASPHALT SECTION 5-04.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.2 Materials ESAL's The minimum number of ESAL's for the design and acceptance of the HMA in the contract shall be 1 million. SECTION 5-04.3(7)A2 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(7)A2 Nonstatistical Evaluation (January 16, 2014 APWA GSP) Mix designs for HMA accepted by Nonstatistical evaluation shall; • Be submitted to the Project Engineer on WSDOT Form 350-042 • Have the aggregate structure and asphalt binder content determined in accordance with WSDOT Standard Operating Procedure 732 and meet the requirements of Sections 9-03.8(2) and 9-03.8(6). • Have anti-strip requirements, if any, for the proposed mix design determined in accordance with WSDOT Test Method T 718 or based on historic anti-strip and aggregate source compatibility from WSDOT lab testing. Anti-strip evaluation of HMA mix designs utilized that include RAP will be completed without the inclusion of the RAP. At or prior to the preconstruction meeting, the contractor shall provide one of the following mix design verification certifications for Contracting Agency review; • The proposed mix design indicated on a WSDOT mix design/anti- strip report that is within one year of the approval date • The proposed HMA mix design submittal (Form 350-042) with the seal and certification (stamp & signature) of a valid licensed Washington State Professional Engineer. • The proposed mix design by a qualified City or County laboratory mix design report that is within one year of the approval date. The mix design will be performed by a lab accredited by a national authority such as Laboratory Accreditation Bureau, L-A-B for Construction Materials Testing, The Construction Materials Engineering Woodford Drainage Improvements/Schleicher 5 - 1 June 7, 2017 Project Number; 17-3007 Council (CMEC's) ISO 17025 or AASHTO Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO Material Reference Laboratory (AMRL) program. At the discretion of the Engineer, agencies may accept mix designs verified beyond the one year verification period with a certification from the Contractor that the materials and sources are the same as those shown on the original mix design. SECTION 5-04.3(8)A IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A Acceptance Sampling and Testing Acceptance Sampling and Testing shall be as follows: 1 . Asphalt Cement and Gradation: Extraction tests shall be taken every 500t tons as determined by the Engineer or each day whichever is less. 2. The Engineer is not precluded from taking more tests above if deemed necessary. 3. The Contractor is responsible to meet the required compacting asphalt cement content and gradation requirements. Averaging of test results will not be considered. Any deviation from the specification will be considered on a case-by-case basis by the Engineer and may require a credit to the City. The Engineer, however, is not obligated to accept out of specification work and has the authority to require the removal and repaving of material that does not meet the contract specifications at the Contractor's expense. SECTION 5-04.3(8)AI IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A1 General (January 16, 2014 APWA GSP) Acceptance of HMA shall be as defined under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in the contract documents. The mix design will be the initial JMF for the class of HMA. The Contractor may request a change in the JMF. Any adjustments to the JMF will require the approval of the Project Engineer and must be made in accordance with Section 9-03.8(7). Commercial evaluation may be used for Commercial HMA and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted by commercial evaluation shall be as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Project Engineer. Commercial Woodford Drainage Improvements/Schleicher 5 - 2 June 7, 2017 Project Number: 17-3007 HMA can be accepted by a contractor certificate of compliance letter stating the material meets the HMA requirements defined in the contract. SECTION 5-04.3(8)A4 IS SUPPLEMENTED WITH THE FOLLOWING: 5-04.3(8)A4 Definition of Sampling Lot and Sublot (January 16, 2014 APWA GSP) For HMA in a structural application, sampling and testing for total project quantities less than 400 tons is at the discretion of the engineer. For HMA used in a structural application and with a total project quantity less than 800 tons but more than 400 tons, a minimum of one acceptance test shall be performed: i. If test results are found to be within specification requirements, additional testing will be at the engineers discretion. ii. If test results are found not to be within specification requirements, additional testing as needed to determine a CPF shall be performed. SECTION 5-04.3(8)A5 IS REVISED AS FOLLOWS: 5-04.3(8)A5 Test Results (January 16, 2014 APWA GSP) The first paragraph of this section is deleted. SECTION 5-04.3(8)A6 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(8)A6 Test Methods (January 16, 2014 APWA GSP) Testing of HMA for compliance of Va will be at the option of the Contracting Agency. If tested, compliance of Va will be by WSDOT Standard Operating Procedure SOP 731 . Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 308. Testing for compliance of gradation will be by WAQTC FOP for AASHTO T 27/T 11 . SECTION 5-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(9) Spreading and Finishing HMA Class 1/2" shall be compacted in lifts not to exceed 3 inches except that the final lift shall not exceed 2 inches unless approved by the Engineer. The minimum compacted depth of Class B asphalt concrete shall be 1-1/2 inch. Woodford Drainage Improvements/Schleicher 5 - 3 June 7, 2017 Project Number: 17-3007 SECTION 5-04.3(10) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(10) Compaction Density shall be at least 92 percent of maximum theoretical density (rice density). Compaction tests shall be performed by an approved geotechnical or testing firm under the direction of a professional civil engineer registered in the State of Washington. SECTION 5-04.3(10)B IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.3(10)B Control For Asphalt Concrete, where paving is in the traffic lanes, including lanes for ramps, truck climbing, weaving, speed changes, and left turn channelization, and the specified compacted course thickness is greater than 0.10 foot, the acceptable level of compaction shall be a minimum 92 percent of the maximum density as determined by WSDOT Test Method 705. The level of compaction attained will be determined as the average of not less than 5 nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at randomly selected locations. The quantity represented by each lot will be no greater than a single day's production or approximately 400 tons, whichever is less. Control lots not meeting the minimum density standard shall be removed and replaced with satisfactory material. At the option of the Engineer, non-complying material may be accepted at a reduced price. Cores used to check density will be approved only when designated by the Engineer. At the start of paving, if requested by the Contractor, a compaction test section shall be constructed as directed by the Engineer to determine the compactibility of the mix design. Compactibility shall be based on the ability of the mix to attain the specified minimum density (92 percent of the maximum density determined by WSDOT Test Method 705). In addition to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area which appears defective and to require the further compaction of areas that fall below acceptable density reading. These additional tests shall not impact the compaction evaluation of the entire control lot. Woodford Drainage Improvements/Schleicher 5 - 4 June 7, 2017 Project Number: 17-3007 SECTION 5-04.3(12) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.3(12) Joints The HMA overlay and widening shall be feathered to produce a smooth riding connection to the existing pavement where planing is not specified. HMA utilized in the construction of the feathered connections shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. The full depth end of each lane of planing shall be squared off to form a uniform transverse joint. The Contractor shall construct and maintain a temporary HMA wedge in accordance with Section 5-04.3(12)A across the entire width of the transverse edge when traffic is allowed on the planed surface prior to paving. The wedge shall be constructed before opening the lane to traffic. Immediately prior to paving, the wedge shall be removed and disposed of off-site. SECTION 5-04.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTIONS: SECTION 5-04.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 5-04.4 Measurement PG Tack for Pavement Reinforcement will be measured by the gallon of material for the installation of Pavement Reinforcement Interlay Grid, which is properly applied, satisfactorily confirmed proper application rate with required documentation, and accepted by the Engineer. SECTION 5-04.5 IS DELETED AND REPLACED WITH THE FOLLOWING: 5-04.5 Payment Payment will be made in accordance with Section 1 -04.1, for the following bid items when they are included in the Proposal: The unit Contract priced per ton for "Commercial HMA. PG 64-22" shall be full compensation for all costs, including anti stripping additive and water, incurred to carry out the requirements of Section 5-04 except for those costs included in other items which are included in the Subsection and which are included in the Proposal. Woodford Drainage Improvements/Schleicher 5 - 5 June 7, 2017 Project Number: 17-3007 DIVISION 7 - DRAINAGE STRUCTURES. STORM SEWERS, SANITARY SEWERS, WATER MAINS AN CONDUITS 7-04 STORM SEWERS THE FIRST PARAGRAPH OF SECTION 7-04.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 7-04.2 Materials The following pipe types and materials are accepted for drains, culverts, and storm sewers for this project. Solid Wall PVC Storm Sewer Pipe....................... 9-05.12(1) SECTION 7-04.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-04.3(1)A General All storm drain pipe including the downstream system shall be thoroughly cleaned to remove any solids or construction debris that may have entered the pipe system during construction. The Contractor shall be responsible to insure that materials flushed from the storm drain is trapped, removed, and does not enter the downstream drainage system. SECTION 7-04.3(9) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-04.3(1)G Television Inspection All new City storm drain extensions, 24-inch diameter and smaller shall be TV camera inspected by the City Utility Department and accepted prior to placing final crushed rock surfacing and pavement. All construction except final casting adjustments must be completed and approved by the Inspector prior to the TV inspection. The manholes and catch basins must be set to grade, channeled, and grade rings set in place prior to TV inspection. Castings must be removed for paving, and fully grouted in place after paving. 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS SECTION 7-05.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.2 Materials Adhesive for pollution prevention buttons shall be das #rs-222. Grout for watertight sealing of catch basins and manholes shall meet material specifications of WSDOT section 9-20.3(2). Woodford Drainage Improvements/Schleicher 7 - 1 June 7, 2017 Project Number: 17-3007 All catch basins shall be precast concrete units and shall conform to WSDOT Standard Plan B-5.40-01 or B-5.20-01, as indicated on the plans. All grates will be bi-directional varied grates installed in accordance with WSDOT Standard Plan B-30.40-01 , and shall include block lettering on the top surfaces of storm drain castings that reads as follows: "OUTFALL TO STREAM, DUMP NO POLLUTANTS" SECTION 7-05.3 IS SUPPLEMENTED B Y ADDING THE FOLL 0 WING: 7-05.3 Construction Requirements The pavement adjacent to all new type 1 and type 1 L catch basins shall be marked with the following standard pollution prevention button: D U IVI PI1 IV Cost for installation shall be included in Contractor's unit bid price for various types of catch basins. The Contractor is responsible for installation of the buttons, which includes all materials, labor, and equipment necessary to clean the pavement below the button and permanently adhere the button to the pavement. Adhesive shall cover at least 50 percent of the back of the button, and beads shall be applied beginning at the outside of button moving in. Buttons will be provided by the City, the contractor shall supply the adhesive. SECTION 7-05.3(l) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Locating all new and existing utilities to be adjusted following the paving shall be the responsibility of the Contractor, The Contractor shall mark or reference all affected utilities including traffic loops prior to paving. Should it be determined by City personnel upon inspection or by notification from other utility companies that the Contractor has failed to adjust existing utilities, the Contractor shall be responsible for completing the adjustments, at no additional cost to the utility company or the City, even if the Contractor has vacated the project site. Woodford Drainage Improvements/Schleicher 7 - 2 June 7, 2017 ProjecL Number: 17-3007 All joints in the brick or ring adjustment shall be filled with grout, and the castings shall be sealed in grout placed on the ring or brick. Grout shall be applied 3/8 inches thick and feathered to match concrete on inside of barrel and adjustment sections. Frames for type 1 and type 1 L structures shall be precast into the final adjustment section as shown on WSDOT standard plan B-30.10-01 . The contractor shall bolt the grate to the frame with recessed allen head cap screws. Class 3000 concrete will be placed around all riser sections up to a depth of 2 inches below finished grade. Concrete shall be placed to a width of 1 foot outside of the risers in all directions. SECTION 7-05.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.3(3) Connections to Existing Manholes The Contractor shall hole-cut into the downstream structure and seal the penetration per project specifications. It shall be the Contractor's sole responsibility to protect the existing sewer system from any damage and/or debris resulting from the construction. Should any damage and/or debris occur, the Contractor shall, at no cost to the City, repair and/or clean the system to the satisfaction of the Engineer. SECTION 7-05.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.4 Measurement "Vaned Catch Basin Frame and Grate", per each frame and grate installed and adjusted to finished grade per project specifications. SECTION 7-05.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-05.5 Payment The unit contract price per each for "Catch Basin Type 1 U constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. The unit contract price per each for "Catch Basin, Type 1" constitutes complete compensation for furnishing all labor, materials, tools, supplies, and equipment necessary to install the specified structure to final finished grade as shown on the plans and described in the specifications. The unit contract price per each for "Vaned Catch Basin Frame and Grate" constitutes complete compensation for all labor, materials, tools, supplies and equipment necessary to furnish and install the new frame Woodford Drainage Improvements/Schleicher 7 - 3 June 7, 2017 Project Number: 17-3007 and cover or grate as shown on the plans and described in the specifications. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS SECTION 7-08.2 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.2 Materials Crushed Surfacing Base Course ................ 9-03.9(3) Fine Aggregate Trench Backfill.................. 9-03.14(1) Cap for Cast Iron Pipe ............................. EC501 or Equal SECTION 7-08.3(1)A IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)A Trenches Trees exist in close proximity to proposed storm drain. The Contractor shall protect all trees in-place. No trimming of the trees is allowed without the written permission of the city's construction inspector. The contractor shall remove and dispose of cement concrete sidewalk, curb, gutter, and a driveway to facilitate downstream tie-in. This removal and disposal shall be incidental to storm drain installation, and shall be accomplished in conformance with section 2-02.3. If well points are used for dewatering pipe trenches, they shall be adequately spaced to provide the necessary dewatering and shall be sandpacked and/or other means used to prevent pumping of fine sands or silts from the sub-surface. A continual check by the Contractor shall be maintained to insure that the sub-surface soil is not being removed by the dewatering operation. Once commenced, the dewatering operation shall be continuous until construction and backfilling in the dewatered area is complete. The Contractor shall provide enough facilities and personnel to maintain continuous operation once commenced. Such continuous operation shall be the responsibility of the Contractor. In the event of damage to the trench foundation as determined by the Engineer, or to the ditch walls, or other operations resulting from the failure of the Contractor to maintain the dewatering operation, the complete cost of all repairs shall be borne by the Contractor. It shall be the sole responsibility of the Contractor to dispose of all waters resulting from its dewatering operation. This responsibility also includes choice of method, obtaining regulatory agency approvals, complying with state water quality standards and other agency requirements. Woodford Drainage Improvements/Schleicher 7 - 4 June 7, 2017 Project Number: 17-3007 Each individual project and dewatering operation shall be evaluated individually to determine exact requirements; however, in general the following conditions will apply. 1 . Disposal into the existing storm drain facilities (pipes, channels, ditches, etc.) may be acceptable if the Contractor obtains the necessary permits and approvals. 2. Discharge to existing storm drain facilities shall not result in a violation of state water quality standards for surface water, Chapter 173-203 WAC. 3. The Contractor shall monitor discharge and receiving water(s) as required to verify that water quality standards are being met. 4. If necessary to meet standards and approval requirements, the Contractor shall treat the water prior to discharge. A settling pond may be an acceptable method of treatment. Any damage to properties or improvements resulting from an inadequate disposal (water) operation shall be the responsibility of the Contractor, including repairs, replacements and/or restoration. Where required or where directed by the Engineer, stabilization of the trench bottom shall be in accordance with Section 7-08.3(1)A of the WSDOT Standard Specifications. If required, excavation, removal, and off-site disposal of unsuitable material shall be measured and paid as "Roadway Excavation, Incl. Haul". SECTION 7-08.3(1)C IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(1)C Bedding the Pipe Bedding shall be placed in accordance with the trench detail shown on the plans. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.3(4) Plugging Existing Pipe The pipe to be plugged is 12 inch pipe. SECTION 7-08.3(4) IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SUBSECTION: 7-08.3(4)A Cap Existing Cast Iron Pipe An existing 4 inch cast iron water main will interfere with proposed storm drain construction at the downstream tie-in, and on the east side of Woodford Avenue at its intersection with George Street. The contractor shall cut and cap the 4" cast iron water main with a romac EC501 or equal. Excess pipe shall be removed and disposed of at an off-site location, with costs of excess pipe removal and disposal included in this bid item. Woodford Drainage Improvements/Schleicher 7 - 5 June 7, 2017 Project Number: 17-3007 SECTION 7-08.3 IS SUPPLEMENTED BY ADDING THE FOLLOWING NEW SECTION: 7-08.3(5) Street Restoration Where cuts have been made in asphalt concrete pavement the Contractor shall reconstruct the trench areas as indicated on the plans. All gravel shoulders shall be restored to their original condition and shape. The Contractor shall spread and compact a 2 inch thick layer of crushed surfacing base course on the shoulder. The shoulder shall be finished with a grader after backfilling and compacting and before spreading the crushed surfacing. Permanent surface treatments and pavements shall not be placed until an as-built survey and testing of the new underground utilities have been completed. SECTION 7-08.4 IS REVISED BY DELETING THE FIRST PARAGRAPH AND REPLACING WITH THE FOLLOWING: 7-08.4 Measurement "Pipe Zone Bedding," shall be measured by the ton, in accordance with section 4-04.4. "Street Restoration," shall be measured by the tan, in accordance with section 4-04.4. "Cap Existing Cast Iron Pipe," per each cap installed per project specifications and manufacturers recommendations. SECTION 7-08.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-08.5 Payment "Pipe Zone Bedding," per ton. "Street Restoration," per ton. "Cap Existing Cast Iron Pipe," per each. 7-18 S I DE SEWERS 7-18.3 Construction Requirements SECTION 7-18.3(1) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 7-18.3(1) General If a side sewer pipe is found to be in conflict with proposed storm sewer pipe, the side sewer shall be relocated in accordance with these specifications. The Contractor shall notify the Engineer or his representative when a side sewer is discovered in conflict with the Woodford Drainage Improvements/Schleicher 7 - 6 June 7, 2017 Project Number: 17-3007 proposed storm drain. A side sewer shall be considered in conflict if vertical separation between top of side sewer and bottom of storm drain is less than 6 inches. It is anticipated a Wye fitting will be encountered at the sewer main. The bid item shall include compensation for all bends and fittings necessary to relocate the side sewer. The new side sewer shall maintain a minimum fall of 1 .5% towards the main at all times. Minimum vertical separation between new side sewer and proposed storm shall be 6 inches. Cutting, removing, and disposing of the existing concrete side sewer shall be considered incidental to the Work. Material shall conform to WSDOT section 9-05.13. Joints shall be mechanical type. Transition couplings from existing concrete side sewer to new ductile iron shall be romac 501 or equal. The Contractor shall be responsible for calculating the existing angle of the Wye in respect to the main in order to install the appropriate standard bend(s) at the appropriate offset(s) to connect the new side sewer to the existing stub off the Wye in its existing orientation. No bend shall be greater than 45 degrees. Care shall be taken to prevent crushing of the existing side sewers not in conflict during backfill and compaction of proposed storm drain. Should a side sewer be found to have collapsed after compaction, the contractor shall repair the side sewer per WSDOT and KSP specifications. This Work shall be done at no cost to the Contracting Agency. Woodford Drainage Improvements/Schleicher 7 - 7 June 7, 2017 Project Number: 17-3007 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 EROSION CONTROL AND WATER POLLUTION CONTROL SECTION 8-01.3(1) IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(1)G Water Quality Monitoring Sampling of site stormwater discharges is only required if the project is covered under the WA Department of Ecology Construction Stormwater General Permit or if there is a suspected discharge that exceeds state water quality standards. Any results that are outside the appropriate range of compliance will require immediate implementation of adaptive management as outlined in applicable permits, stormwater pollution prevention plan, and as directed by the Engineer. All sampling records shall be submitted to the Engineer by the last day of the monitoring period. All necessary adaptive management requirements shall be the responsibility of the Contractor to implement and maintain. 8-01.3(9) Sediment Control Barriers SECTION 8-01.3(9)D IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.3(9)D Inlet Protection Cleaning and maintenance of inlet protection shall not flush sediment, or sediment-laden water into the downstream system. Inlet protection shall be as indicated on the TESC plan. SECTION 8-01.3 IS SUPPLEMENTED BYADDING THE FOLLOWING NEW SECTION: 8-01.3(17) Vehicle Maintenance and Storage Handling and storage of fuel, oil and chemicals shall not take place within 50 feet of waterways. Storage shall be in dike tanks and barrels with drip pans provided under the dispensing area. Shut-off and lock valves shall be provided on hoses. Fuel, oil, and chemicals shall be dispensed only during daylight hours unless approved by the engineer. Fencing shall be provided around storage area. Locks shall be provided on all valves, pumps, and tanks. Materials used to clean up fuel, oil, and chemical spills shall be disposed of as directed by the engineer. Water used for washing vehicles and equipment shall not be allowed to enter storm drains or other State waters. No processed waste water(s) of any kind shall be discharged onto the ground, to surface waters, or to stormwater conveyance systems. Woodford Drainage Improvements/Schleicher 8 - 1 June 7, 2017 Project Number: 17-3007 SECTION B-01.5 IS SUPPLEMENTED BYADDING THE FOLLOWING: 8-01.5 Payment The unit contract price per each for "Inlet Protection" shall be full pay for furnishing all labor, materials, tools and equipment necessary to construct, maintain, and remove when no longer required, this temporary erosion control measure. No other further compensation will be made. The unit price per square yard for "Clear Plastic Covering" (6 mil polyethylene sheets) shall constitute complete compensation for furnishing, staking, maintaining and protecting, the material in place (including sand bags and stakes) on all exposed soils per the WSDOT Standard Specification and as directed by the Engineer. 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES SECTION 8-06.1 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-06.1 Description The Contractor shall construct the new driveway in accordance with Section 8-06 and Kent Standard Plan 6-43 (KSP 6-43). In the event that side sewers are determined to be in conflict with proposed storm drain, and relocation of the side sewer necessitates removal of sidewalk, the sidewalk shall be replaced per project specifications. 8-15 RIPRAP SECTION 8-15.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-15.2 Materials Mechanically Embedded Riprap........ 9-13.1 (5) SECTION 8-15.3(4) IS DELETED AND REPLACED W1TH THE FOLLOWING: 8-15.3(4) Mechanically Embedded Riprap Riprap shall be uniformly embedded into the ground so that riprap sits flush with top of native soils below proposed catch basin. Riprap will be installed at the discretion of the city`s construction inspector. SECTION 8-15.4 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.4 Measurement Mechanically Embedded Riprap shall be measured by the ton of embedded material. Woodford Drainage Improvements/Schleicher 8 - 2 June 7, 2017 Project Number: 17-3007 SECTION 8-15.5 IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-15.5 Payment "Mechanically Embedded Riprap," per ton. 8-22 PAVEMENT MARKING SECTION 8.22.2 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.2 Materials Material for pavement and curb markings shall be white or yellow paint as noted in the Proposal and Bid Item Descriptions. All paint, including the paint for the concrete curbs, shall be described in the Qualified Products List as "Temporary Pavement Marking Paint — Low VOC Solvent Based." Paint and sprayed material shall be applied with a top dressing of glass beads. All Paint shall comply with the specifications for no heat, instant dry pavement markings. Glass beads shall be AC-110 Highway Street Spheres, or pre-approved equal, and shall be applied at a rate of 5 pounds per gallon of paint. Material for pavement markings shall be paint, plastic or Raised Pavement Markings (RPMs) as noted in the bid item. Paint and plastic shall be selected from materials listed in the Qualified Products list (QPL). SECTION 8-22.3(3) IS SUPPLEMENTED BY ADDING THE FOLLOWING: 8-22.3(3) Marking Application The Contractor is responsible for providing traffic control and traffic control devices as necessary to direct vehicular traffic away from freshly painted traffic stripes until such time as the marking paint has completely dried. Failure to ensure reasonable protection for the undried paint stripes will result in the Engineer's decision to adjust the method of payment for damaged paint stripes. The Engineer's decision regarding the means of payment adjustment for vehicle damaged paint stripes is final in this matter. SECTION 8-22.4 IS DELETED AND REPLACED WITH THE FOLLOWING: 8-22.4 Measurement Double yellow center paint stripe shall be measured by the linear foot placed. The measurement for all painted stripes will be based upon a marking system capable of simultaneous application of two 4-inch lines with one 4-inch space between the two lines. Woodford Drainage Improvements/Schleicher 8 - 3 June 7, 2017 Project Number: 17-3007 SECTION 8-22.5 IS DELETED AND REPLACED WITH THE FOLLOWING. 8-22.5 Payment Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the Proposal: "Double Yellow Center Paint Stripe," per linear foot. 8-28 POTHOLE UT I L I T I ES 8-28.1 Description This work shall consist of potholing utilities at the locations shown on the plans and described in the specifications. The Contractor shall notify the Engineer, a minimum of 24 hours before the pothole work is performed, to coordinate the work with Survey. Each pothole shall include standby time to allow Surveyors to accurately measure the location and depths of existing utilities. 8-28.2 Materials Backfill and surfacing material shall match conditions of pothole location. Pothole work located in asphalt concrete pavement, shall be backfilled with gravel borrow and crushed rock, then patched with asphalt cold mix. Pothole work located in cement concrete shall be backfilled with gravel borrow, then patched with cement concrete. Pothole work not on paved surfaces shall be backfilled with native material. 8-28.3 Construction Requirements The pothole shall be of sufficient size and depth to expose existing utilities to determine potential conflicts and verify compatibility with designs. Excavation; hauling, dewatering; backfill, compaction, surface restoration, and cleanup are included with this work. 8-28.4 Measurement Pothole utilities shall be measured per pothole work performed, 8-28.5 Payment Payment will be made in accordance with Section 1-04.1, for the following bid items when they are included in the Proposal: The contract price per each for "Pothole Utilities" constitutes complete compensation for all labor, materials, tools, supplies, and equipment necessary to pothole utilities at the locations shown on the plans and described in the specifications. Woodford Drainage Improvements/Schleicher 8 - 4 June 7, 2017 Project Number: 17-3007 KENT STANDARD PLANS The following Kent Standard Plans supplement all other plans, which have been prepared for this project and are considered to be a part of the project plans. Street 6-43 Commercial Cement Concrete Driveway Approach Woodford Drainage Improvements/Schleicher A - 1 June 7, 2017 Project Number: 17-3007 SIDEWALK PLANTER DRIVEWAY WIDTH AS SPECIFIED STRIP OR A ON PLANS: 30'MAX. SIDEWALK FIRE HYDRANTS,STREET LIGHTS, 6'MIN. UTILITY POLES,GUY WIRES AND OTHER OBSTACLES MUST BE A� RELOCATED 5'MINIMUM FROM THE DESIGN VEHICLES TURNING RADIUS EXPANSION JOINT LIMITS FOR 8"THICK (TYP.)SEE NOTE 3 REINFORCED DRIVEWAY SEE NOTE 2 1'-6" *VARIES 5-0"MIN. 1/2"TYP. 4"CLEAR TYPICAL 1" FOR REVERSE 8 � SLOPE DRIVEWAY 6" ° tmA 1.5°/0 12f _ NOTES: • 1. CONCRETE WITHIN 8"THICK LIMITS CRUSHED SURFACING TOP COURSE SHALL BE PORTLAND CEMENT 6" 4"MIN. DEPTH CONCRETE MIX WITH A 2-#4 BARS 2"CLEAR FROM SUBGRADE COMPRESSIVE STRENGTH OF 3000 FULL DEPTH BOND BREAK PSI IN 3 DAYS. FINISH SHALL BE MATERIAL: 30 LB ROOFING #4 BARS AT 12"EACH WAY; WIRE TIED AT EACH BRUSHED TRANSVERSELY WITH A FELT,6 MIL PLASTIC OR INTERSECTING POINT; SUPPORTED BY 2"SQUARE FIBER OR WIRE BRUSH,"BROOM APPROVED EQUAL MORTAR CUBE OR INDUSTRY STANDARD"CHAIR" FINISH". AND 3'MAXIMUM SPACING OF SUPPORTS. BAR SHALL EXTEND BEYOND CONSTRUCTION JOINTS 2. ALL UTILITY APPURTENANCES WHICH AND LAPPED A MINIMUM OF 15"AT SPLICE POINTS. ALTER THE TRAVEL SURFACE SHALL NOT BE ALLOWED. DESIGN OF SECTION A-A STORM DRAIN CATCH BASINS SHALL *DIMENSIONS PER ROADWAY CLASSIFICATIONS CONSIDER DRIVEWAY LAYOUT AND BE AVOIDED. 3. EXPANSION JOINTS SHALL BE PLACED AT 15'MAXIMUM SPACING. ELASTOMETRIC JOINT MATERIAL 7. ACCESS COVERS,JUNCTION BOXES,CABLE VAULTS AND OTHER APPURTENANCES SHALL BE IN CONFORMANCE TO WITHIN THE SIDEWALK LIMITS MUST INCLUDE A SLIP-RESISTANT SURFACE AASHTO M220. MATCHING THE GRADE OF THE SURROUNDING SIDEWALK. SUCH APPURTENANCES SHALL NOT BE PLACED WITHIN THE SLOPES OF ADA RAMPS OR DRIVEWAY WINGS. 4. SEE STANDARD PLAN 6-48 FOR DRIVEWAY SLOPES BEHIND NOTE:THIS PLAN IS NOT A LEGAL ENGINEERING DOCUMENT BUT SIDEWALK. AN ELECTRONIC DUPLICATE.THE ORIGINAL,SIGNED BY THE TREY ENGINEER AND APPROVED FOR PUBLICATION IS KEPT ON FILE AT 5. ENTERING SIGHT DISTANCE SHALL S aF WAShrj�f THE CITY OF KENT.A COPY MAY BE OBTAINED UPON REQUEST. MEET AASHTO 6-50 STANDARDS ANDo�� CITY OF KENT DETAILS 6-50 THRU 6 54. .�. ENGINEERING DEPARTMENT 6. DESIGN SIDEWALK CROSS GRADE U Z • COMMERCIAL CEMENT CONCRETE SHALL BE 1.5%MAXIMUM AS KENT DRIVEWAY APPROACH 38296 MEASURED WITH A CALIBRATED �4 4 W.W.°" „gyp � � SMART LEVEL. o I STE1Z�l�w DESl NED WN 50 SC ALE NONE STANDARD PLAN DES s`SIONAL EEO CHECKED AS DATE 6—43 ENGINEER APPROVED PREVA I L I NG WAGE RATES Woodford Drainage Improvements/Schleicher A - 2 June 7, 2017 Project Number: 17-3007 Page 1 of 17 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, workers 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: 06/27/2017 County Trade Job Classification Wa a Holida Overtime Note King Asbestos Abatement Workers Journey Level $45.25 5D 1 H King Boilermakers Journey Level $64.54 5N iC King Brick Mason Journey Level $54.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $54.32 5A 1M King Building Service Employees Janitor $22.84 5S 2F King Building Service Employees Traveling Waxer/Shampooer $23.29 5S 2F King Building Service Employees Window Cleaner (Non- $24.54 5S 2F Scaffold) King Building Service Employees Window Cleaner (Scaffold) $27.33 5S 2F King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $55.51 5D 4C King Carpenters Bridge, Dock And Wharf $55.51 5D 4C Carpenters King Carpenters Carpenter $55.51 5D 4C King Carpenters Carpenters on Stationary Tools $55.64 5D 4C King Carpenters Creosoted Material $55.61 5D 4C King Carpenters Floor Finisher $55.51 5D 4C King Carpenters Floor Layer $55.511 5D 4C King Carpenters Scaffold Erector $55.51 5D 4C King Cement Masons Journey Level $55.56 7A 1M King Divers Et Tenders Diver $108.77 5D 4C 8A King Divers Et Tenders Diver On Standby $66.05 5D 4C King Divers Et Tenders Diver Tender $59.88 5D 4C King Divers Et Tenders Surface Rcv Et Rov Operator $59.88 5D 4C King Divers Et Tenders Surface Rcv It Rov Operator $55.76 5A 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.51 5D 3F h�fr.c• //fnr�rocc %Ain nn1//Inl/1A1ne1^1^nl11 r% — -ter--- C/7/711i7 Page 2otI/ King Dredge Workers Leverman, Hydraulic $58.671 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $55.51 5D 1H King Drywall Tapers Journey Level $55.66 5P 1 E King Electrical Fixture Maintenance Journey Level $27.99 5L 1 E Workers King Electricians - Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.59 7C 4E King Electricians - Inside Certified Welder $70.75 7C 4E King Electricians - Inside Certified Welder (tunnel) $75.89 7C 4E King Electricians - Inside Construction Stock Person $38.69 7C 4E King Electricians - Inside Journey Level $68.30 7C 4E King Electricians - Inside Journey Level (tunnel) $73.20 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.691 1 King Electricians - Powerline Cable Splicer $73.93 5A 4D Construction King Electricians - Powerline Certified Line Welder $67.60 5A 4D Construction King Electricians - Powerline Groundperson $45.49 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $67.60 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $67.60 5A 4D Construction King Electricians - Powerline Line Equipment Operator $57.02 5A 4D Construction King Electricians - Powerline Pole Sprayer $67.60 5A 4D Construction King Electricians - Powerline Powderperson $50.76 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $85.45 7D 4A King Elevator Constructors Mechanic In Charge $92.35 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.20 5B 111 Products Work Only King Fence Erectors Fence Erector $15.18 1 King Eggers Journey Level $38.36 7A 31 King Glaziers Journey Level $59.31 7L 1y King Heat Et Frost Insulators And Journeyman $65.68 5J 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $75.46 7F 1E King Hod Carriers Et Mason Tenders Journey Level $46.66 7A 31 King Industrial Power Vacuum Journey Level $11.00 1 Cleaner King Inland Boatmen Boat Operator $59.861 5B I 1 K King Inland Boatmen Cook $56.181 5B I 1K h4f nc• //f..rl race u � n-.v/Ini/ �e�r-iolr.r.li ie /rrvlhl�nolnrtlii n �c►w r-/7/7n1 7 Page 3 of 17 King Inland Boatmen Deckhand $56.181 5B 1 K King Inland Boatmen Deckhand Engineer $57.261 5B 1 K King Inland Boatmen Launch Operator $58.59 56 1K King Inland Boatmen Mate $58.59 5B 1 K King Inspection/Cleaning/Sealing Cleaner Operator, Foamer $31.49 1 Of Sewer Et Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Grout Truck Operator $11.48 1 Of Sewer it Water Systems By Remote Control King Inspection/Cleaning/Sealing Head Operator $24.91 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Technician $19.33 1 Of Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing Tv Truck Operator $20.45 1 Of Sewer Et Water Systems By Remote Control King Insulation Applicators Journey Level $55.51 5D 4C King Ironworkers Journeyman $65.48 7N 10 King Laborers Air, Gas Or Electric Vibrating $45.25 7A 31 Screed King Laborers Airtrac Drill Operator $46.66 7A 31 King Laborers Ballast Regular Machine $45.25 7A 31 King Laborers Batch Weighman $38.36 7A 31 King Laborers Brick Pavers $45.25 7A 31 King Laborers Brush Cutter $45.25 7A 31 King Laborers Brush Hog Feeder $45.25 7A 31 King Laborers Burner $45.25 7A 31 King Laborers Caisson Worker $46.66 7A 31 King Laborers Carpenter Tender $45.25 7A 31 King Laborers Caulker $45.25 7A 31 King Laborers Cement Dumper-paving $46.09 7A 31 King Laborers Cement Finisher Tender $45.25 7A 31 King Laborers Change House Or Dry Shack $45.25 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $45.25 7A 31 King Laborers Chipping Gun(30 Lbs. And $46.09 7A 31 Over) King Laborers Choker Setter $45.251 7A 31 King Laborers Chuck Tender $45.25 7A 31 King Laborers Clary Power Spreader $46.09 7A 31 King Laborers Clean-up Laborer $45.25 7A 31 King Laborers Concrete Dumper/chute $46.09 7A 31 Operator King Laborers Concrete Form Stripper $45.25 7A 31 King Laborers Concrete Placement Crew $46.09 7A 31 King Laborers $46.09 7A 31 Page 4 of 17 Concrete Saw Operator/core Driller King Laborers Crusher Feeder $38.36 7A 31 King Laborers Curing Laborer $45.25 7A 31 King Laborers Demolition: Wrecking Et $45.25 7A 31 Moving (incl. Charred Material) King Laborers Ditch Digger $45.25 7A 31 King Laborers Diver $46.66 7A 31 King Laborers Drill Operator $46.09 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $45.251 7A 31 King Laborers Dump Person $45.25 7A 31 King Laborers Epoxy Technician $45.25 7A 31 King Laborers Erosion Control Worker $45.25 7A 31 King Laborers Faller Eat Bucker Chain Saw $46.09 7A 31 King Laborers Fine Graders $45.25 7A 31 King Laborers Firewatch $38.36 7A 31 King Laborers Form Setter $45.25 7A 31 King Laborers Gabian Basket Builders $45.25 7A 31 King Laborers General Laborer $45.25 7A 31 King Laborers Grade Checker Et Transit $46.66 7A 31 Person King Laborers Grinders $45.251 7A 31 King Laborers Grout Machine Tender $45.25 7A 31 King Laborers Groutmen (pressure)including $46.09 7A 31 Post Tension Beams King Laborers Guardrail Erector $45.25 7A 31 King Laborers Hazardous Waste Worker $46.66 7A 31 (level A) King Laborers Hazardous Waste Worker $46.09 7A 31 (level B) King Laborers Hazardous Waste Worker $45.25 7A 31 (level C) King Laborers High Scaler $46.66 7A 31 King Laborers Jackhammer $46.09 7A 31 King Laborers Laserbeam Operator $46.09 7A 31 King Laborers Maintenance Person $45.25 7A 31 King Laborers Manhole Builder-mudman $46.09 7A 31 King Laborers Material Yard Person $45.25 7A 31 King Laborers Motorman-dinky Locomotive $46.09 7A 31 King Laborers Nozzleman (concrete Pump, $46.09 7A 31 Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker 1 $46.091 7A 1 31 Page 5of17 King Laborers Pilot Car $38.36 7A 31 King Laborers Pipe Layer Lead $46.66 7A 31 King Laborers Pipe Layer/tailor $46.09 7A 31 King Laborers Pipe Pot Tender $46.09 7A 31 King Laborers Pipe Reliner $46.09 7A 31 King Laborers Pipe Wrapper $46.09 7A 31 King Laborers Pot Tender $45.25 7A 31 King Laborers Powderman $46.66 7A 31 King Laborers Powderman's Helper $45.25 7A 31 King Laborers Power Jacks $46.09 7A 31 King Laborers Railroad Spike Puller - Power $46.09 7A 31 King Laborers Raker - Asphalt $46.66 7A 31 King Laborers Re-timberman $46.66 7A 31 King Laborers Remote Equipment Operator $46.09 7A 31 King Laborers Rigger/signal Person $46.09 7A 31 King Laborers Rip Rap Person $45.25 7A 31 King Laborers Rivet Buster $46.09 7A 31 King Laborers Rodder $46.09 7A 31 King Laborers Scaffold Erector $45.25 7A 31 King Laborers Scale Person $45.25 7A 31 King Laborers Sloper (over 20") $46.09 7A 31 King Laborers Sloper Sprayer $45.25 7A 31 King Laborers Spreader (concrete) $46.09 7A 31 King Laborers Stake Hopper $45.25 7A 31 King Laborers Stock Piler $45.25 7A 31 King Laborers Tamper a Similar Electric, Air $46.09 7A 31 & Gas Operated Tools King Laborers Tamper (multiple a Self- $46.09 7A 31 propelled) King Laborers Timber Person - Sewer $46.09 7A 31 (lagger, Shorer tt Cribber) King Laborers Toolroom Person (at Jobsite) $45.25 7A 31 King Laborers Topper $45.25 7A 31 King Laborers Track Laborer $45.25 7A 31 King Laborers Track Liner (power) $46.09 7A 31 King Laborers Traffic Control Laborer $41.021 7A 31 8R King Laborers Traffic Control Supervisor $41.02 7A 31 8R King Laborers Truck Spotter $45.25 7A 31 King Laborers Tugger Operator $46.09 7A 31 King Laborers Tunnel Work-Compressed Air $83.12 7A 31 8� Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $88.15 7A Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $91.83 7A 31 88 Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $97.53 7A 31 Worker 54.01-60.00 psi /....-.....I... 1--/--..%Ar......1....1...., cI-7I')n-l -7 Page 6of17 King Laborers Tunnel Work-Compressed Air $99.65 7A 31 8�( Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $104.75 7A 31 8g Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $106.65 7A 31 8� Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $108.65 7A 31 8� Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $110.65 7A 31 Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $46.76 7A 31 Tender King Laborers Tunnel Work-Miner $46.76 7A 31 King Laborers Vibrator $46.09 7A 31 King Laborers Vinyl Seamer $45.25 7A 31 King Laborers Watchman $34.86 7A 31 King Laborers Welder $46.09 7A 31 King Laborers Well Point Laborer $46.09 7A 31 King Laborers Window Washer/cleaner $34.86 7A 31 King Laborers - Underground Sewer General Laborer It Topman $45.25 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $46.09 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $55.51 5D 1 H King Marble Setters Journey Level $54.32 5A 1M King Metal Fabrication (In Shop) Fitter $15.86 1 King Metal Fabrication (In Shop) Laborer $11.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $57.01 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $11.00 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $40.60 6Z 2B King Pile Driver Journey Level $55.76 5D 4C King JPLasterers Journey Level $53.20 JQ 1 R hFi-ran. //F�r�r.rnn 1•1- -1/1-;/.w.-..-..-.I.-. G. /r...,AAf G /-7/7/li -7 Page 7 of 17 King Play,round Et Park Equipment Journey Level $11.00 1 Installers King Plumbers Et Pipefitters Journey Level $76.69 G 1G King Power Equipment Operators Asphalt Plant Operators $58.69 7A 3C 8P King Power Equipment Operators Assistant Engineer $55.21 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $58.17 7A 3C 8P King Power Equipment Operators Batch Plant Operator, $58.17 7A 3C 8P Concrete King Power Equipment Operators Bobcat $55.21 7A 3C 8P King Power Equipment Operators Brokk- Remote Demolition $55.21 7A 3C 8P Equipment King Power Equipment Operators Brooms $55.21 7A 3C 8P King Power Equipment Operators Bump Cutter $58.17 7A 3C 8P King Power Equipment Operators Cableways $58.69 7A 3C 8P King Power Equipment Operators Chipper $58.17 7A 3C 8P King Power Equipment Operators Compressor $55.21 7A 3C 8P King Power Equipment Operators Concrete Pump: Truck Mount $58.69 7A 3C 8P With Boom Attachment Over 42 M. King Power Equipment Operators Concrete Finish Machine -laser $55.21 7A 3C 8P Screed King Power Equipment Operators Concrete Pump - Mounted Or $57.72 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $58.17 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $57.72 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $60.47 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $60.47 7A 3C 8P 300' of boom including jib with attachments King Power Equipment Operators Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes $59.88 7A 3C 8P through 199 tons King Power Equipment Operators 1 $57.72 7A 3C 8P Inf•ttnc•//fnrf-rocc w= rnnv/Ini/►eiMnelnnLI in/nmAAI=nelnnLi in vmcnv r-/7/ M-1 7 Page 8 of 17 Cranes: Through 19 Tons With Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $58.17 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $58.17 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $58.69 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $57.72 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $59.28 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $55.21 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell $58.17 7A 3C 8P And Gamaco Et Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $57.72 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P With Attachments King Power Equipment Operators Grade Engineer: Using Blue $58.17 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $55.21 7A 3C 8P King Power Equipment Operators Guardrail Punch $58.171 7A 3C 8P King Power Equipment Operators Hard Tail End Dump $58.69 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump $58.17 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $57.72 7A 3C 8P Locator King Power Equipment Operators Horizontal/directional Drill $58.17 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $57.72 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $55.21 7A 3C 813 Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $59.28 7A 3C 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. $58.69 7A 3C 8P But Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $58.17 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $58.17 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $57.72 7A 3C 8P King Power Equipment Operators Locomotives, All $58.17 7A 3C 8P King Power Equipment Operators Material Transfer Device $58.17 7A 3C 8P King Power Equipment Operators $59.28 7A 3C 8P h�1-..�. //F.�..�.."...- ".- .-. ,/I."t/.,.-.-..-1--1,.....1... AA/-....,1....1..,.. -...... G1-71']n-1 '7 Page 9 of 17 Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) King Power Equipment Operators Motor Patrol Graders $58.69 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, $58.69 7A 3C 8P Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $55.21 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $57.72 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $58.17 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $59.28 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $58.69 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $55.21 7A 3C 8P King Power Equipment Operators Pile Driver (other Than Crane $58.17 7A 3C 8P Mount) King Power Equipment Operators Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $55.21 7A 3C 8P King Power Equipment Operators Power Plant $55.21 7A 3C 8P King Power Equipment Operators Pumps -Water $55.21 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under $55.21 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators Remote Control Operator On $58.69 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $55.21 7A 3C 8P King Power Equipment Operators Rigger/Signal Person, Bellman $57.72 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $58.69 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $55.21 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Materials King Power Equipment Operators Roto-mill, Roto-grinder $58.17 7A 3C 8P King Power Equipment Operators Saws - Concrete $57.72 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $58.17 7A 3C 8P 45 Yards King Power Equipment Operators Scrapers - Concrete Et Carry $57.72 7A 3C 8P All King Power Equipment Operators Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers - Equipment $57.72 7A 3C 8P King jPower Equipment Operators Shotcrete/gunite Equipment $55.21 7A 3C 8P King Power Equipment Operators $57.72 7A 3C 8P k++mc- //FP1r+rnOB IAt-M ei^%i/Ir%;AA#TI In1^^11. m/A A I--- - --- G/'7/'Ir%1 -7 Page iu or 1 i Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $58.69 7A 3C 8P King Power Equipment Operators Spreader, Topsider a $58.69 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $58.17 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $57.72 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $59.28 7A 3C 8P Height Base To Boom King Power Equipment Operators Tower Crane: over 175' $59.88 7A 3C 8P through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $60.47 7A 3C 8P height from base to boom King Power Equipment Operators Transporters, All Track Or $58.69 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $57.72 7A 3C 8P King Power Equipment Operators Truck Crane Oiler/driver - 100 $58.17 7A 3C 8P Tons And Over King Power Equipment Operators Truck Crane Oiler/driver $57.72 7A 3C 8P Under 100 Tons King Power Equipment Operators Truck Mount Portable $58.17 7A 3C 8P Conveyor King Power Equipment Operators Welder $58.69 7A 3C 8P King Power Equipment Operators Wheel Tractors, Farman Type $55.21 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $58.17 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, $58.17 7A 3C 8P Underground Sewer Et Water Concrete King Power Equipment Operators- Bobcat $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brokk - Remote Demolition $55.21 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $55.21 7A 3C 8P Underground Sewer Et Water hilnc•//fr�rl-rocc %AIM AA\//In1It AI MelMIAAI/lir% G/7/71)17 Page 11 of 17 King Power Equipment Operators- Bump Cutter $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount $58.69 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $55.21 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $57.72 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $58.17 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $60.47 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $58.17 7A 3C 8P Underground Sewer Et Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $59.28 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $59.88 7A 3C 8P Underground Sewer E:Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $60.47 7A 3C 8P Underground Sewer Et Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $58.69 7A 3C 8P Underground Sewer Et Water Tons, Under 150' Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $55.21 7A 3C 8P Underground Sewer Et Water Under King Power Equipment Operators- Cranes: Friction cranes $59.88 7A 3C 8P Underground Sewer Et Water through 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $57.72 7A 3C 8P Underground Sewer It Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $58.17 7A 3C 8P ` Underground Sewer Et Water King Power Equipment Operators- Deck Engineer/deck Winches $58.17 7A 3C 8P Underground Sewer Et Water (power) King Power Equipment Operators- Derricks, On Building Work $58.69 7A 3C 8P Underground Sewer Et Water hH-nc•//fnrt-racc wn nnv/Ini/%AlnrizinnL i in/nrvlAlannlnnlsi in ncnv r,/7/7n1 7 Page 1Z or 17 King Power Equipment Operators- Dozers D-9 Et Under $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $57.72 7A 3C 8P Underground Sewer Et Water Or Crane Mount King Power Equipment Operators- Drilling Machine $59.28 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man-lift: $55.21 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell $58.17 7A 3C 8P Underground Sewer 8:Water And Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $57.72 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. $55.21 7A 3C 8P Underground Sewer Et Water With Attachments King Power Equipment Operators- Grade Engineer: Using Blue $58.17 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump $58.69 7A 3C 8P Underground Sewer Et Water Articulating Off- Road Equipment 45 Yards. 8t Over King Power Equipment Operators- Hard Tail End Dump $58.17 7A 3C 8P Underground Sewer Et Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $57.72 7A 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $58.17 7A 3C 8P Underground Sewer 8t Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $57.72 7A 3C 8P Underground Sewer Et Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $55.21 7A 3C 8P Underground Sewer Et Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. Et $59.28 7A 3C 8P Underground Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. $58.69 7A 3C 8P Underground Sewer Et Water But Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $58.17 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mechanics, All (leadmen - $59.28 7A 3C 8P Underground Sewer Et Water $0.50 Per Hour Over Mechanic) hF+nc- //fr%rFreoc %AtM Ini/%AJmnolnr%Ltim/mmi%Almnolnnlziin. !acnv A/7/ )n17 Page 13 of 17 King Power Equipment Operators- Motor Patrol Graders $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Mucking Machine, Mole, $58.69 7A 3C 8P Underground Sewer Et Water Tunnel Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $55.21 7A 3C 8P Underground Sewer Et Water Distribution Et Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $57.72 7A 3C 8P Underground Sewer Et Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $58.17 7A 3C 813 Underground Sewer E: Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $59.28 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $58.69 7A 3C 8P Underground Sewer Et Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane $58.17 7A 3C 813 Underground Sewer Et Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Power Plant $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pumps - Water $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under $55.21 7A 3C 8P Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $58.69 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $57.72 7A 3C 813 Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $58.69 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $57.72 7A 3C 8P Underground Sewer Et Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $57.72 7A 3C 8P Underground Sewer Et Water King $58.17 7A 3C 8P hti-nc /fnrl-rocc %AIM rnnv/Ini menu ti/7/7f117 Page 14 of 17 Power Equipment Operators- Scraper, Self Propelled Under Underground Sewer it Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry $57.72 7A 3C 8P Underground Sewer Et Water All King Power Equipment Operators- Scrapers, Self-propelled: 45 $58.69 7A 3C 8P Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shotcrete/gunite Equipment $55.21 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $57.72 7A 3C 8P Underground Sewer Et Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $58.69 7A 3C 8P Underground Sewer Et Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $58.17 7A 3C 8P Underground Sewer Et Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.28 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $59.88 7A 3C 8P Underground Sewer Et Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $58.69 7A 3C 8P Under round Sewer Et Water King Power Equipment Operators- Spreader, Topsider Et $58.69 7A 3C 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $58.17 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Crane Up To 175' In $59.28 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $59.88 7A 3C 8P Underground Sewer Et Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $60.47 7A 3C 8P Underground Sewer Et Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $58.69 7A 3C 8P Underground Sewer Et Water Truck Type King Power Equipment Operators- Trenching Machines $57.72 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Crane Oiler/driver- 100 $58.17 7A 3C 8P Underground Sewer Et Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver $57.72 7A 3C 8P Underground Sewer Et Water Under 100 Tons King Power Equipment Operators- Truck Mount Portable $58.17 7A 3C 8P Underground Sewer Et Water Conveyor King Power Equipment Operators- Welder $58.69 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $55.21 7A 3C 8P Underground Sewer Et Water hitnc•//fne-�rocc %AIM mcrw r,/7/7(117 Page 15 of 17 King Power Equipment Operators- Yo Yo Pay Dozer $58.17 7A 3C 8P Underground Sewer 8t Water King Power Line Clearance Tree Journey Level In Charge $48.54 5A 4A Trimmers King Power Line Clearance Tree Spray Person $46.03 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $48.54 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $43.32 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $32.68 5A 4A Trimmers King Refrigeration 8t Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Brick Mason Journey Level $54.32 5A 1M King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Journey Level $41.69 5D 4C Applicators King Residential Drywall Tapers Journey Level $55.66 5P 1E King Residential Electricians Journey Level $30.44 1 King Residential Glaziers Journey Level $39.40 7L 1 H King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 King Residential Plumbers F± Journey Level $34.69 1 Pipefitters King Residential Refrigeration 8 Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Residential Sheet Metal Journey Level (Field or Shop) $45.99 7F 1 R Workers King Residential Soft Floor Lavers Journey Level $45.86 5A 3D King Residential Sprinkler Fitters Journey Level $44.98 5C 211 (Fire Protection) King Residential Stone Masons Journey Level $54.32 5A 1M King Residential Terrazzo Workers Journey Level $50.26 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $47.51 5A 3H King Roofers Using Irritable Bituminous $50.51 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $75.46 7F 1E King Shipbuilding &Ship Repair Boilermaker $41.72 7M 1 H King Shipbuilding & Ship Repair Carpenter $41.06 7T 213 King Shipbuilding >* Ship Repair Electrician $41.09 7T 4B ht-i-nc //fnri-rccc tins nnv/Ini/urancl A/-7 n1 -7 Page 16 of 17 King Shipbuilding Et Ship Repair Heat Et Frost Insulator $65.681 5J 4H King Shipbuilding Et Ship Repair Laborer $41.08 7T 4B King Shipbuilding Et Ship Repair Machinist $41.32 7T 4B King Shipbuilding, Et Ship Repair Operator $41.03 7T 4B King Shipbuilding Et Ship Repair Painter $41.05 7T 4B King Shipbuilding Et Ship Repair Pipefitter $41.05 7T 4B King Shipbuilding Et Ship Repair Rigger $41.12 7T 46 King Shipbuilding &t 5hip Repair Sheet Metal $41.04 7T 4B King Shipbuilding Et Ship Repair Shipfitter $41.12 7T 4B King Shipbuilding Et 5hip Repair Trucker $41.26 7T 4B King Shipbuilding Et Ship Repair Warehouse $41.02 7T 4B King Shipbuilding Et Ship Repair Welder/Burner $41.12 7T 4B King Sign Makers Et Installers Sign Installer $22.92 1 (Electrical) King Sign Makers Et Installers Sign Maker $21.36 1 (Electrical) King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers Et Installers (Non- Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey Level $45.86 5A 3D King Solar Controls For Windows Journey Level $12.44 1 King Sprinkler Fitters (Fire Journey Level $72.89 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $54.32 5A 1M King Street And Parking Lot Journey Level $19.09 1 Sweeper Workers King Surveyors Assistant Construction Site $57.72 7A 3C 8P Surveyor King Surveyors Chainman $57.17 7A 3C 8P King Surveyors Construction Site Surveyor $58.69 7A 3C I 8P King Telecommunication Journey Level $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $21.45 5A 2B Outside King Telephone Line Construction - Installer (Repairer) $37.21 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $38.03 5A 2B Outside King Telephone Line Construction - Telephone Equipment $38.84 5A 2B Outside Operator (Heavy) King Telephone Line Construction - Telephone Equipment $36.09 5A 2B Outside Operator (Light) hf-t-nc•//fnrf-rim cc %A/a nnv/Ini/urMnc Inn I/Iin/nrvlA/mnclnnl-iin mcnv r,/-7/)ny -7 Page 17 of 17 King Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundperson $20.33 5A 2B Outside King Telephone Line Construction - Television $27.21 5A 2B Outside Lineperson/Installer King Telephone Line Construction - Television System Technician $32.55 5A 2B Outside King Telephone Line Construction - Television Technician $29.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside King Terrazzo Workers Journey Level $50.26 5A 1M King Tile Setters Journey Level $21.65 1 King Tile, Marble Et Terrazzo Finisher $41.09 5A 1B Finishers King Traffic Control Stripers Journey Level $44.85 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck Et Trailer $52.70 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers £t Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 Installers Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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. 1 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 1. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve(12)hours,Monday through Friday and after ten(10)hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays(except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. S. The first two(2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays (except Labor Day) shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the employer)) shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage.When holiday falls on Saturday or Sunday, the day before Saturday, Friday, and the day after Sunday, Monday, shall be considered the holiday,and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any employer and the employee)and all hours worked in excess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek)and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 workweek)or 40 hours during that workweek.) All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wage.All hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. C. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at two times the hourly rate of wage. F. The first eight (8) hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess of eight (8) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of wage.All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60)in one week shall be paid at double the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage.The first eight(8)hours worked on the fifth day shall be paid at one and one-half times the hourly rate of wage. All other hours worked on the fifth, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. 3. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours worked over twelve hours (12) in a single shift and all work performed after 6:00 pm Saturday to 6:00 am Monday and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar($1.00)per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has worked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten(10)hours of straight time per day when four ten (10) hour shifts are established, or forty(40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8)hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. 3 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 3. D. 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 15% over the hourly rate of wage. All other hours worked after 6:00 am 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. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of wage.Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid at double the hourly wage rate. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage.All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at two (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week (Tuesday through Friday,)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 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. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8)hours per day or forty(40) hours per week shall be paid at double the hourly rate of wage.All hours worked on Saturdays,Sundays and holidays shall be paid at double the hourly rate of wage. B. All hours worked over twelve (12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four(4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay,unless a four(4)day ten(10)hour workweek has been established. On a four (4) day ten (10) hour workweek scheduled Monday through Thursday, or Tuesday through Friday,the first two(2)hours of overtime after ten(10)hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay. On Saturday, the first twelve(12)hours of work shall be paid at one and one half(1-1/2)times the straight time rate of pay,except that if the job is down on Monday through Friday due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12)hours in a day and all hours worked on Sunday and Holidays shall be paid at two(2)times the straight time rate of pay. 4 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Overtime Codes Continued 4. D. All hours worked in excess of eight(8)hours per day or forty(40)hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays.shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations,generating plants, industrial plants, associated installations and substations, except those substations whose primary function is to feed a distribution system,will be paid overtime under the following rates: The first two (2) hours after eight(8)regular hours Monday through Friday of overtime on a regular workday, shall be paid at one and one-half times the hourly rate of wage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-half(1-1/2) times the hourly rate of wage. All hours worked in excess of eight(8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. E. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal four-day,ten hour work week,and Saturday shall be paid at one and one half(1'/2)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20%over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. H. The first two(2)hours after eight(8)regular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, and all hours on Sunday shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. Holidaydes 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 5 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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). Holidav Codes Continued 5. 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). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas (9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the Friday after Thanksgiving Day,And Christmas Day(8). 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day,the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: New Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day.(9 1/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(11). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating 6 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Holiday(10). I. Paid Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day, Friday After Thanksgiving Day,And Christmas Day(7). Holiday Codes Continued 6. 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 7 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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, Mcmorial 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. Holiday Codes Continued 7. 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. M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday.Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, the preceding Friday shall be a regular work day. R. Paid Holidays: New Year's Day, the day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. S. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, Christmas Day, the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day,Christmas Day,and The Day after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. 8 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following 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 100'To 150'-$3.00 per Foot for Each Foot Over 100 Feet Over 150'To 220'-$4.00 per Foot for Each Foot Over 150 Feet Over 220'-$5.00 per Foot for Each Foot Over 220 Feet Note Codes Continued 8. C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-S 1.00 per Foot for Each Foot Over 50 Feet Over 100'To 150'-$1.50 per Foot for Each Foot Over 100 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over 150 Feet Over 200'-Divers May Name Their Own Price D. Workers working with supplied air on hazmat projects receive an additional$1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $0.75, Level B: $0.50, And Level C: $0.25. M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A & B: $1.00, Levels C & D: $0.50. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $1.00,Level B: $0.75, Level C: $0.50,And Level D: $0.25. P. Workers on hazmat projects receive additional hourly premiums as follows -Class A Suit: $2.00, Class B Suit: S 1.50,Class C Suit:$1.00,And Class D Suit$0.50. Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen(15) minutes during the shift shall be used in determining the scale paid. R. 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. 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. 9 Benefit Code Key—Effective 3/3/2017 thru 8/30/2017 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. 10 / / / / / / r / / / / / / r / � f r / / f o i r / / r / / / / / r / / / / / / r / � f / / J r / f 1 / / / / / /, / / r / r f , / / / r , / r, , t I l / / / l / ! / , / / / � r / / / / r , /, / / / / / / r / / 1 / // / f/ / / / r / / r / / f r r / l / / � r / / / r !r / r I / l , r / / / / r / / / , / / rr / / f f , / f / r / / / / / // / / / f / r f / r / r f f / / / / rl r /� / r / / / / f / f r / • KEAIT Agenda Item: Bids - 9A W A S III N G T G N TO: City Council DATE: July 5, 2017 SUBJECT: Woodford Avenue North Drainage Improvements Project - Award MOTION: Award the Woodford Avenue North Drainage Improvements Project to Northwest Cascade, Inc. in the amount of $207,912.65 and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Public Works Director. SUMMARY: This project consists of installing approximately 400 linear feet of new storm sewer and appurtenances; side sewer relocations and street restoration. Minor sidewalk and driveway replacement will be needed to facilitate storm drain installation. Removal of the existing storm drain is included in this project. The Engineers estimate for this project is $181,269.00. EXHIBITS: Memo dated June 27, 2017 RECOMMENDED BY: Public Works Director YEA: N/A NAY: N/A BUDGET IMPACTS: None. This project will be funded through previously budgeted drainage utility funds.