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Award Date: Awarded to: Award Amount: Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications Construction of: Renton Hill Alley Sewer Replacement 2013 City of Renton 1055 South Grady Way Renton, WA 98057 Project Manager: John Hobson PROJECT NO. WWP-27-3678 JUNE 2013 (425)430-7279 CONTRACT NUMBER CAG-13-114 t City of N ��,NI� CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS forthe Renton Hill Alley Sewer Replacement 2013 PROJECT NO. WWP-27-3678 June 2013 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS 6-5 -,).0(3 R. L. ALIA COMPANY GENERAL CONTRACTORS 107 WILLIAMS AVENUE SOUTH RENTON, WA 98055 E-MAIL: gjpank@rlalia.com (425) 226 - 8100 OFFICE dpank@rlalia.com (425) 226 - 8649 FAX PUMPING STATIONS ROAD CONSTRUCTION CONCRETE STRUCTURES UNDERGROUND UTILITIES LARGE DEWATERING EQUIPMENT City of Renton Renton Hill Alley Sewer Replacement 2013 Proiect # WWP-27-3678 R.L. Alia Personnel/Ememency List C�i yofLRentonY= Renton HiII AIIe"�SewerRe lacement 2013� wy o Name Address Phone Cell Emergency Vito Alia 107 Williams Ave S 425.226.8100 425.213.2494 425.213.2494 Foreman Renton, WA 98057 Leith Lycksell 107 Williams Ave S 425.226.8100 253.988.1579 253.988.1579 Officer Renton, WA 98057 Rick Alia 107 Williams Ave S 425.226.8100 206.423.3590 253.318.5985 Officer/Project Mgr Renton, WA 98057 Parker Smith & Feek 2233 112th Ave NE 425.709.3630 (Scott McGilvray) Bellevue, WA 98004 Bonding Agent CONTRACTOR'S LICENSE NUMBER RL-AL-IC* 104PT 1 Resolution of Board of Directors A special meeting of the directors was held on July 15, 2013 at the Corporate Offices at 107 Williams Ave S, Renton, WA. All directors were present. Chairman Richard L. Alia presided over the meeting. R. L. Alia Company was successful low bidder on the Renton Hill Alley Sewer Replacement for City of Renton. RESOLVED: 1) R. L. Alia Company shall enter into a contract with City of Renton to construct said project. 2) Persons authorized to sign the contrac c ge orders on behalf of R. L. Alia Company include: Richard L. Alia Gary J PankiewJicz Vito Alia !/G There being no further business, the meeting was adjourned. ' AGREED AND CONSENTED TO: R. L. Alia Comp 1 7-Isr3 ' Richard L. Alia Date President, Chairman and Sole Shareholder 0 �Department'of Labor and Industries : - "POB'ox 44450 a®x� lyii�pia; WA3"T98504 44'S0 T.• .� { Ft f`2 f2 � • � J^ + tJ t - {R L A§LIA C0.? M J ?VII;LIA+MAS l'07� RENgTON' WA 98057Y fY UC l 1,.0 20.12 )4PT � T 7 t i LTTM d�by�ILawTas ContractogrFl t M J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -Bus i ness,, :L i ce. n s e, Ann' Crty, of Expiration Date u 07/31 /201'3 O 1055.South..G'iady,,Way, Renton;.WA.980.57 :;(;425) 430=6851 Business•Location :: - 107,: WILL`IAMS AVE S Issued Date.: License-#. RENTON;' WA 98057-`Zl.49 BUG' n �p Q�Z . ` 08/01%20;�12 BL•.001.673. Licensee has applred for..a';City of.ikenton business license. in accordance with- Renton Miul'icipal ' Code Rk ALIA CO ;the Code Trtle V':'Business- Cha ter 5 Business. : 107. WILLIAMS'AVE.S (. ). p RENT;ON; WA'98057±2149 Licenses The. Licensee ."agrees%:' o cojn,ply. with . all ;requir•erneiits.,of tl�e :Code; :as well.:. as: State laws. and regulatiorisapplrcable:to'the b'isiriess activity licensed. %Post:fhis License at.tlie.place;of-business: D City of Renton Hill Alley Sewer Replacement 2013 ' WWP-27-3678 CONTRACT DOCUMENT TABLE OF CONTENTS ' Summary of Fair Practices Policy Summary of Americans with Disability Act Policy ' Scope of Work Vicinity Map Instructions to Bidders Call for Bids *Proposal & Combined Affidavit & Certificate Form: Non -Collusion Anti -Trust Claims Minimum Wage Form *Dept. of Labor and Industies Certificate of Registration *Proposal Bid Bond Form *Schedule of Prices ❖Bond to the City of Renton ❖Fair Practices Policy Affidavit of Compliance ❖Contract Agreement (Contracts other than Federal - Aid FHWA) Prevailing Minimum Hourly Wage Rates Statement of Intent to Pay Prevailing Wages Affidavit of Prevailing Wages Paid Special Provisions Standard Plans Documents marked as follows must be submitted at the time noted and must be executed by the ' Contractor, President and Vice President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. ' * Submit with Bid ❖ Submit at Notice of Award CITY OF RENTON Public Works Department 1055 South Grady Way Renton, Washington 98057 1 CITY OF RENTON ' SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard ' to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job -related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be ' in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub -contractors, consultants ' and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. El I I I Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this7th day of March 2011, CITY O RENTON �T Denis Law, Mayor Attest: Bonnie I. Walton, City Clerk RENTON CITY COUNCIL uncil Pr sident CITY OF RENTON ' SUMMARY OFAMERICANS WITH DISABILITIES ACT POLICY ADOPTED BY RESOL UTIONNO. 3007 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure employment opportunity to persons with disabilities, when the City of Renton can reasonably accommodate the disability. This policy shall be based on the principles of equal. employment opportunity, the Americans With Disabilities Act and other applicable guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employment such as recruitment, selection, promotion, termination and training shall be conducted in a non- discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with the Americans With Disabilities Act and other applicable laws and regulations. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity for persons with disabilities in employment and receipt of City services, activities and programs. (3) AMERICANS WITH DISABILI'l1ES ACT POLICY - The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work forec and to assurc cqual clnployment opportunity and equal access to City services, activities and programs to all people with disabilities. It shall be the responsibility and the duty of all City officials and employees to carry out the policies and guidelines.as set forth in this policy (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors, consultants and suppliers conducting business with the City of Renton shall abide by the requirements of the Americans With Disabilities Act and promote access to services, activities and programs for people with disabilities. ' Copies of this policy shall be distributed to. all City employees, shall appear in all operational documentation of the City, hiclud ng bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 4th day of October 1993. tCITY OF RENTON RENTON CITY COUNCIL: .✓`�`7 /fy{jj� A 1 Mayor Council President Attest: i City Clerk 1V I I I I 1 I h I CITY OF RENTON Renton Hill Alley Sewer Replacement 2013 WWP-27-3678 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities, as shown on the plans and as described in the construction specifications, to include but not be limited to: The construction of the Renton Hill Alley Sewer Replacement 2013 project includes construction of. approximately 859 linear feet of 8" PVC gravity sanitary sewer pipelines, 5 manholes, 1 clean out, temporary bypass pumping, removal of all surface asphalt within the alleys and replacement with a CSTC driving surface and asphalt road restoration in S 7ch St and S 9ch St. The Work is located within two alleys in a single family dwelling neighborhood. A total of 20 working days will be allowed for the completion of this project. Any contractor connected with this project shall comply with all Federal, State, County, and City codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document, in addition to all applicable permits obtained for the project. I I I F� Fl Fl I I I Lti LH CC 11lu ,IT -0 UZ, RJECT SITE (NOT TO SCALE) INSTRUCTIONS TO BIDDERS 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, until the time and date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2 Any omissions, discrepancies or need for interpretation should be brought, in writing, to the ' attention of the Project Engineer. Written addenda to clarify questions that arise may then be issued. No oral statements by Owner, Engineer, or other representative of the owner shall, in any way, modify the contract documents, whether made before or after letting the contract. 3 The work to be done is shown in the plans and / or specifications. Quantities are understood to be only approximate. Final payment will be based on actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 4. Plans may be examined at the Public Works Department Office. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 5. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications. 6. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. 7. The right is reserved to reject any and/or all bids and to waive informalities if it is deemed advantageous to the City to do so. 1 8. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 9. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular points. 10. The bidder shall, upon request, furnish information to the City as to his financial and practical 11. ability to satisfactorily perform the work. Payment for this work will be made in Cash Warrants. 11, The contractor shall obtain such construction insurance (e.g. fire and extended coverage, worker's compensation, public liability, and property damage as identified within Special Provisions, Specification Section 1-07.18 "Public Liability and Property Damage Insurance". 13. The contractor, prior to the start of construction, shall provide the City of Renton a detailed bar chart type construction schedule for the project. 11 14 Before starting work under this contract, the Contractor is required to supply information to the City of Renton on all chemical hazards Contractor is bringing into the work place and potentially exposing City of Renton Employees. ' 15. Payment of retainage shall be done in accordance with Section 1-09.9(1) "Retainage". 16. Basis For Approval 1 The construction contract will be awarded by the City of Renton to the lowest, responsible, responsive bidder. The bidder shall bid on all bid schedules items of all schedules set forth in the bid forms to be considered responsive for award. The total price of all schedules will be used to Idetermine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the Bid to meet the needs of the City. The intent is to award to only one BIDDER. 17. Trench Excavation Safety Systems As required by RCW 39.04.180, on public works projects in which trench excavation will exceed a depth of four feet, any contract therefor shall require adequate safety systems for the trench excavation that meet the requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These requirements shall be included in the Bid Schedule as a separate item. The costs of trench safety systems shall not be considered as incidental to any other contract item and any attempt to include the trench safety systems as an incidental cost is prohibited. 18. Payment of Prevailing Wages In accordance with Revised Code of Washington Chapters 39.12 and 49.28 as amended or supplemented herein, there shall be paid to all laborers, workmen or mechanics employed on this contract the prevailing rate of wage for an hour's work in the same trade or occupation in the area of work regardless of any contractual relationship which may exist, or be alleged to exist, between the CONTRACTOR and any laborers, workmen, mechanics or subconsultants. The most recent issue of the prevailing wage rates are included within these specifications under section titled "Prevailing Minimum Hourly Wage Rates". The Contractor is Responsible for ' obtaining updated issues of the prevailing wage rate forms as they become available during the duration of the contract. The wage rates shall be included as part of any subcontracts the Contractor may enter into for work on this project. 19. Pollution Control Requirements Work under this contract shall meet all local, state and federal requirements for the prevention of 1 environmental pollution and the preservation of public natural resources. The CONTRACTOR shall conduct the work in accordance with all applicable pollution control laws. The CONTRACTOR shall comply with and be liable for all penalties, damages, and violations under Chapter 90.48 RCW, in 1 performance of the work. The CONTRACTOR shall also comply with Article 4 in the Puget Sound Air Pollution Control Agency Regulation III regarding removal and encapsulation of asbestos materials. 20. Standard Specifications All work under this contract shall be performed in accordance with the following standard specifications except as may be exempted or modified by the City of Renton Supplemental Specifications, Special Provisions or other sections of these contract documents. These standard specifications are hereby made a part of this contract and shall control and guide all activities within this project whether referred to directly, paragraph by paragraph, or not. 1 1. WSDOT/APWA "2010 Standard Specifications for Road, Bridge and Municipal Construction" and "Division 1 APWA Supplement" hereinafter referred to by the abbreviated title "Standard Specifications." A. Any reference to "State," "State of Washington," "Department of Transportation," "WSDOT," or any combination thereof in the WSDOT/APWA standards shall be 1 modified to read "City of Renton," unless specifically referring to a standard specification or test method. B. All references to measurement and payment in the WSDOT/APWA standards shall be detected and the measurement and payment provisions of Section 1-09.14, ' Measurement and Payment (added herein) shall govern. 21. A geotechnical engineering evaluation has not been not been done for this project. 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached 1 index are included in their copy of the bid specifications. If documents are missing, it is the sole responsibility of the bidder to contact the City of Renton to obtain the missing documents prior to bid opening time. ❑ Have you submitted, as part of your bid, all documents marked in the index as "Submit With Bid"? ❑ Has bid bond or certified check been enclosed? ❑ Is the amount of the bid guaranty at least 5 percent of the total amount of bid including sales ' ❑ tax? been Has the proposal signed? ❑ ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? Have the Subcontractors List you submitted (If required) ❑ Have you reviewed the Prevailing Wage Requirements? ❑ Have you certified receipt of addenda, if any? ❑ Have you submitted the Dept. of Labor & Industries Certificate of Registration form? I III CAG-13-114 CITY OF RENTON CALL FOR BIDS Renton Hill Alley Sewer Replacement 2013 W W P-27-3678 Sealed bids will be received until 2:30 p.m. Tuesday, June 25, 2013 at the City Clerk's office, 7th floor and will be opened and publicly read in Conference Room 511 on the 51h floor, Renton'City Hall, 1055 South Grady Way, Renton WA 98057, for the Renton Hill Alley Sewer Replacement 2013 Project. The work to be performed within 20 working days from the Notice to Proceed Date under this contract shall include, but not be limited to: The construction of the Renton Hill Alley Sewer Replacement 2013 project includes construction of approximately 859 linear feet of 8" PVC gravity sanitary sewer pipelines, 5 manholes, 1 clean out, temporary bypass pumping, removal of all surface asphalt within the alleys and replacement with a CSTC driving surface and asphalt road restoration in S 7th St and S 9th St. The Work is located within two alleys in a single family dwelling neighborhood. Any contractor connected with this project shall comply with all Federal, State, County, and City ' codes and regulations applicable to such work and perform the work in accordance with the plans and specifications of this contract document. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Bid documents will be available June 11, 2013. Plans, specifications, addenda, and the plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www.bxwa.com. Click on "bxwa.com"; "Posted Projects", "Public Works", "City of Renton", "Project's Bidding". (Note: Bidders are encouraged to "Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the "Bidders List.") If a bidder has any questions regarding the project, please contact the Project Manager, John Hobson, at 1055 South Grady Way, Renton, WA 98057 or (425) 430-7279. A certified check or bid bond in the amount of five percent (5%) of the total of each bid must accompany each bid. The City's Fair Practices, Non -Discrimination, and Americans with Disability Act Policies shall apply. aft&&41 Watt Bonnie I. Walton, City Clerk Published: Daily Journal of Commerce June 11, 2013 Daily Journal of Commerce June 18, 2013 Renton Hill Alley Sewer Replacement 2013 W W P-27-3678 Proposal & Combined Affidavit & Certificate Form tTO THE CITY OF RENTON RENTON, WASHINGTON ' Ladies and/or Gentlemen: ' The undersigned hereby certify that the bidder has examined the site of the proposed work and have read and thoroughly understand the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose ' to undertake and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the schedule of prices. ' The undersigned further certifies and agrees to the following provisions: NON -COLLUSION AFFIDAVIT ' Being duly sworn, deposes and says, that he is the identical person who submitted the foregoing proposal or bid, and that such bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named, and further, that the deponent has not directly induced or ' solicited any other Bidder on the foregoing work or equipment to put in a sham bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND ' CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER ' Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over -charges as to goods and materials purchased in connection with this order ' or contract, except as to overcharges resulting from anti-trust violations commencing after the date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. AND J lage 12 Proposal and Combined Affidavit and Certificate Form Drnvieq-44n Pisile4—Gvnhnnn of XA1O I— C. /'1;&; ...... ___...._.. .._ ___ n I..._.._..__:c. ' MINIMUM WAGE AFFIDAVIT FORM 1, the undersigned, having been 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 wages as specified in the principal contract. ' I have read the above and foregoing statements and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. ' FOR: PROPOSAL, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT L �i,iA GoMPAr1 ' Name of Bidder's Firm ' Signature of Authorized Representative of Bidder*: Printed Name: RI a AARo i-- 0)-'A Title: PRE-51 ofrA ' Address: �d� �1t i►carhS A\If; Sa+NN R£NiBN, 1,fiA a£bS1 Contact Name (please print): Fic,iNtP L. BUR - � Phone: CLI ZS) 717-& I Ja Email: � � PA+� �B RLAU A caty\ ' *The above signature must be notarized using the applicable notary language found on pages 3 and 4. If business is a CORPORATION, please complete this section: ' Name of President of Corporation p fl ' Name of Secretary of Corporation,Gt1�RD L PiI,�A Corporation Organized under the laws of f)SA rJGiQti ' With Main Office in State of Washington at Fuo i od ' !business is a PARTNERSHIP or LIMITED LIABILITY COMPANY, please complete this section: Name: \ Title (Partner, Member, Manager): 1 Proposal & Affidavit/Certificate Page 2 of 4 lage 13 IINDIVIDUAL FORM STATE OF WASHINGTON ) ' : ss County of ) On this _ day of before me pers9,r(Ily appeared to me known t be the individual(s) described in and who executed the foregoing instrument, and acknowledg d under oath that (he/she/they) signed and sealed the same as (his, her, heir) free and voluntary act and deed, for the uses and purposes t erein mentioned. GIVEN under my hand �qd official sea e-day and year last above written. (SEAL) Notar ublic in and for the State of Washingto , siding at _ Print Name: My commission expires: CORPORATION FORM STATE OF WASHINGTON ss County of On this ZS'�ti day of Ut4 before me personally appeared jC,e,AAvo L. Autt to me known to be the PRi5rof, - (President, Secretary, Treasurer) of the corporation that executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that 14L (he/she/they) are authorized to execute said instrument. GIVEN under my hand and official seal the day and year last above written. (SEAL) /% Notary Pu lic in and for the State of PQy�PiA K� Washington, residing at kj-1 t Coua y 000 �qr Print Name: T PAtJKjEW1«- ' EXRO 5ms My commission expires: $ 25'IS' 02 9TF AU SO Proposal & Affidavit/Certificate Page 3 of 4 OF WASN`a lage 14 Provided to Builders Exchanae of WA. Inc. For usaae Conditions Aareement see www.bxwa.com - Always Verifv Scale PARTNERSHIP FORM ' STATE OF WAS HINGTON ) : ss ' County of ) On this day f before me personally app red ' to me known tI be a General Partner of th partnership known as that executed the foregoing ins ument, and acknowledged said instrument to be the free and voluntary act and deed of aid partnership, for the uses and purposes therein merr���ioned, and on oath stated that (he/she/they) are authorized ' to execute said instruf ent. GIVEN under m hand' and official seal the day and year st above written. ' v v v/ (SEAL) / Notary Public in and for the State of ' Washington, residing at Print Name: My commission expires. ' LIMITED LIA ILITY COMPANY (LLQ FORM STATE OF WASHINGTON ) t : ss County of ) On this day of , 20J before personally appeared ' %to me known to be a Managing Member f the Limited Liability Company known as and that he/sh /they executed the ' foregoing instrument, an cknowledged said instrument to be the free an voluntary act and deed of said Limited Li - ility Company, for the uses and purposes therein entioned, and on oath stated that (he/she/they) are authorized to execute said inst ument. ' GIVEN hand the day last under my and official seal and year above written. (SEAL) Notary Public in and for the State of Washington, residing at ' Print Name: My commission expires: ' Proposal & Affidavit/Certificate Page 4 of 4 lage 15 1 ' Department of Labor and Industries Certificate of Registration Nanic on Registration: to R C4'-qPAT4 ' Registration Number: L fi LIG'IayPT Expiration Date: Note:: A copy of the certificate will be. requested as par[ of contract execution when project is awarded. -il lage 16 D ent o Department f Labor and Industries Certificate of Registration , a.LL'z Proposal Bid Bond KNOW ALL MEN BY THESE PRESENTS, That we, (Contractor] R.L. Alia Company of [address] 107 Williams Ave. S. , Renton, WA 98055 as Principal, and[Surety] North American Specialty Insurance Company a corporation duly organized under the laws of the State of New Hampshire and authorized to do business in the State of Washington, as Surety,- are held and firmly bound unto the City of Renton In the sum of five (5) percent of the total amount of the bid proposal of said Principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns, and successor and assigns, icintly and severally, firmly by these presents. The condition of this bond is such, that whereas the Principal herein is herewith submitting his/her or its sealed proposal for the following highway construction, to wit: Renton Hill Alley Sewer Replacement 2013, WWP-27-3678 said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, if the said proposal bid by said Principal be accepted, and the contract be awarded to said Principal, and if said Principal shall duly make and enter into and execute said contract and shall furnish performance bond as required by the City of Renton within a period of ten (10) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN THE EVEN'r the Principal, following award, fails to execute an Agreement with the City of Renton in accordance with the terms of the Proposal and furnish a performance bond with Surety or Sureties approved by the City of Renton within ten (10) days from and after said award, then Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and forfeit to the City of Renton the amount of the Proposal Bid Band, as set forth in RCW 35A.40.200 and RCW 35,23.352. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and sealed this 25th day of June 2013 R.L. Alia Comp y North American Specialty Insurance Company ' [Principal] [Surely], [Si ure of auth ized official] [Signature of authorized official] ' P�tp'---er By: Deanna M. Meyer [Title] [Attorney -in -Fact] 2233 112th Ave. N.E. [Address) Bellevue, WA 98004 (425) 709-3600 t[Telephone Number] Page 17 Proposal Bid Bond t pMVI PIF.fi to Rtlll,iaca �Ynfta n= a of WA Inc Fnr r 1 NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of Schaumburg, Illinois, each does hereby make, constitute and appoint: STUART A. OTARRELL, KAREN P. DEVER, SUSAN B. LARSON, LILLIAN TSE, SCOTT FISHER, JILL A. BOYLE, DEANNA M. MEYER, BENJAMIN L. WOLFE, ELIZABETH R. HAHN, JANA M. ROY and SCOTT MCGILVRAY ' JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by t law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under.this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of I Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9th of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attomey or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." '',,,,ww areiwionxn ' Go Ppk4 ZIONA( i°ab 2 F B :z- y �_•• karcG 8 SEAL :O __ Steven P. Anderson, Senior Vice President of Washington International Insurance Company SEAL 1973 m & Senior Vice President of North American Specialty Insurance Com anOi �.5: • !�.. .. MPS?'' a�.p 3 Z`•.• O p.s A.,d ////JJfIN�11W0��0 By s=:xzr-`�—•.•.....-��ia.p_' David NI. Layman, Vice President of Washington International Insurance Company & Vice President of North American Specialty Insurance Company IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this26th day of June 2012 . North American Specialty Insurance Company ' Washington International Insurance Company State of Illinois County of Cook ss: ' On this 26th day of June 201 before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, ' personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFIICIALSEAL" DONNA D. SKLENS ' Notary Public, State of Illinois Donna D. Sklens, Notary Public My Commission Expires 10/0612015 1, Jeffrev Goldberg , the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. t IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 5 day of 20 I �. Jeffrey Goldberg, Vice President & Assistant Secretary of Washington International Insurance Company & North American Specialty Insurance Company CITY OF RENTON PUBLIC WORKS DEPARTMENT RENTON HILL ALLEY SEWER REPLACEMENT 2013 ■ ' (Note: The bid price shall be stated in figures only, in terms of the units indicated and as to a total amount. In the event of errors or where conflict occurs. the unit price bid shall govern. Illegible figures will invalidate the bid) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS. ' ITEM APPROX. I ITEM UNIT PRICE AMOUNT NO.JQUANTITYJ Dollars Cents. Dollars Cents. 1 1 Mobilization & Demobilization $ 1066 IT i 000 Lump Sum per Lump. Sum 2 1 Trench Excavation Safety Systems pp $ Z, 000 00 $ _I 000 Lump Sum per Lump Sum ' Construction Surveying, Staking, and As- 3 1 Builts ' Lump Sum 4 1 Traffic Control ' Lump Sum 5 1 Temporary Erosion/Sedimentation Controls Lump Sum 6 1 Landscape Restoration ' Lump Sum 7 859 Television Inspection of Sanitary Sewers 1 Linear Foot 8 859 Furnish and Install 8-inch PVC Sewer Pipe ' Linear Foot Furnish and Install 54-inch Diam. Sanitary 9 2 Sewer Manhole r ' Each Furnish and Install Shallow Sanitary Sewer ' 10 3 Manhole Each ' 11 1 Furnish and Install Sanitary Sewer Cleanout Each ' Removal and Replacement of Unsuitable 12 50 Foundation Material ' Ton Cage 18 n-_..:J_J— Schedule n.r___ of Prices r.._I___- -c .IA I.. - r-_..___._ $ s , 006 per Lump Sum 00 $ per Lump Sum $ WOOD per Lump Sum $ .Z , 0 OO GU per. Lump Sum per Linear Foot $ i 0c per Linear Foot $ 9, oo(j per Each $ H , 5,00 per Each $ C100 per Each per Ton 00 $ 'Z, 000 G� $ Z 1001i $ II0'00!o $ 4J $'Q,OI3J (;d 00 t,'d CITY OF RENTON PUBLIC WORKS DEPARTMENT tRENTON HILL ALLEY SEWER REPLACEMENT 2013 (Note: The bid price shall be stated in figures only, in terms of the units indicated and as to a total amount. In the event of errors or where conflict occurs. the unit price bid shall govern. Illegible figures will invalidate the bid) SEE SECTION 1-09.14 OF THE SPECIAL PROVISIONS FOR INFORMATION ON BID ITEMS. 1 AMOUNT Dollars Cents. 00 +•0__ 14 , &z 2a. °0 ,N o0 $ lob $ per Square Yards ' BOND TO THE CITY OF RENTON Bond No. 2173901 KNOW ALL MEN BY THESE PRESENTS: ' That we, the undersigned R. L. Alia Company ' as principal, and North American Specialty Insurance Company corporation organized and existing under the laws of the State of New Hampshire 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 Renton in the penal sum of 5188,317.01 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as the case may be. tThis obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at Bellevue Washington, this day of 2013. ' Nevertheless, the conditions of the above obligation are such that: WHEREAS, under. and pursuant to Public Works Construction Contract CAG-13-114 providing for ' construction of Renton Hill Alley Sewer Replacement 2013 (project name) the principal is required to furnish a bond for the faithful performance of the contract; 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, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted ' under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any ' person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and shall indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract ' or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void, but otherwise it shall be and remain in full force and effect. ' R. L. Alia Company North American Specialty Insurance Company Principal Surety & a4q fS Signature Signature ' Ppk-:5 t DST Susan B. Larson, Attomey-in-Fact Title Title NAS SURETY GROUP NORTH AMERICAN SPECIALTY INSURANCE COMPANY WASHINGTON INTERNATIONAL INSURANCE COMPANY ' GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT North American Specialty Insurance Company, a corporation duly organized and existing under laws of the State of New Hampshire, and having its principal office in the City of Manchester, New Hampshire, and Washington International Insurance Company, a corporation organized and existing under the laws of the State of New Hampshire and having its principal office in the City of t Schaumburg, Illinois, each does hereby make, constitute and appoint: STUART A. OTARRELL, KAREN P. DEVER, SUSAN B. LARSON, LILLIAN TSE, SCOTT FISHER, JILL A. BOYLE, DEANNA M. MEYER, BENJAMIN L. WOLFE, ELIZABETH R. HAHN, JANA M. ROY and SCOTT McGILVRAY ' JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by ' law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: FIFTY MILLION ($50,000,000.00) DOLLARS ' This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both North American Specialty Insurance Company and Washington International Insurance Company at meetings duly called and held on the 9 h of May, 2012: "RESOLVED, that any two of the Presidents, any Managing Director, any Senior Vice President, any Vice President, any Assistant Vice President, ' the Secretary or any Assistant Secretary be, and each or any of them hereby is authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Company; and it is ' FURTHER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached." n�luuu°pu, �o``yQEo���TkPo� �"t oN ti+�o F.�, By s'��oAPi�lTs4' SCe :Z= U1L :O c Steven P. Anderson, Senior Vice President of Washington International Insurance Company ., SEAL •?x 19i3 & Senior Vice President of North American Specialty Insurance Company HO t • ;n a W • `QOiOq` P ty P %6y i AUP`..... t7: _,,/ 02 ' ��Af X/ZbOry ��d �v`� � �D oil ON By David M. Layman, Vice President of Washington International Insurance Company & Vice President or North American Specialty Insurance Company ' IN WITNESS WHEREOF, North American Specialty Insurance Company and Washington International Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this26th day of June 2012 North American Specialty Insurance Company ' Washington International Insurance Company State of Illinois County of Cook SS: ' On this 26th day of June 20 12 , before me, a Notary Public personally appeared Steven P. Anderson , Senior Vice President of Washington International Insurance Company and Senior Vice President of North American Specialty Insurance Company and David M. Layman , Vice President of Washington International Insurance Company and Vice President of North American Specialty Insurance Company, personally known to me, who being by me duly swom, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. "OFFICIAL SEAL" DONNA D. SKLENS Notary Public, State of Illinois Donna D. Sklens, Notary Public My Commission Expires 10ffA015 L Jeffrev Goldberg . the duly elected Assistant Secretary of North American Specialty Insurance Company and Washington International Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said North ' American Specialty Insurance Company and Washington International Insurance Company, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this day of 120 . Jeffrev Goldberg, Vice President & Assistant Secretan of Washington International Insurance Company & North American Specialty Insurance Companv 0 CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE / ► • L • f'f L r A 6tr I AQ x hereby confirms and declares that: (Name of contractor/ tester/ I. It is the policy of the above -named contractor/su-treatrLctor/co-r Wtant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. II. The above -named contractor/su actor/con t complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable, the above -named contractor/subc ctor/coon nitapt will seek out and negotiate with minority and women contractors for the award of subcontracts. 9IOfAPIP L . 4L4# Print Agent/Representative's Name Pam)OeWT- Print Agent/Rep sentative' Title Agent/Representative's Signature 7- /s-/3 Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this documents) with the contract. CONTRACTS OTHER THAN FEDERAL -AID FHWA ' THIS AGREEMENT, made and entered into this day of Qrc�.0 0�I3. by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, ' hereinafter referred to as "CITY" and R. L. ALIA COMPANY, hereinafter referred to as "CONTRACTOR." - WITNESSETH: 1) The Contractor shall within the time stipulated, (to -wit: within Twenty (20) working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the .Contract, and shall complete the construction I and installation work in a workmanlike manner, in connection with the City's Project identified as CAG-13-114 for improvement by construction and installation of: ' Work for the Renton Hill Alley Sewer Replacement 2013 project, per the "Scope of Work" included herein. ' All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and specifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished and the construction installation performed and completed to the satisfaction and the approval of the City's Public tWorks Director as being in such conformity with the plans, specifications and all requirements of or arising under the Contract. The Contractor agrees to use recycled materials whenever ' practicable. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. ' a) This Agreement b) Instruction to Bidders c) Bid Proposal ' d) Specifications e) Maps and Plans f) Bid ' g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any C 1-2009 3) If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. ' 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses ' incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any ' way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or unpatented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless ' otherwise specifically provided for in this Contract. The Contractor agrees to name the City as an additional insured on a noncontributory primary basis. In the event the City shall, without fault on its part, be made a party to any litigation ' commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and ' reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. The Contractor also agrees to name King County as an additional insured on a noncontributory primary basis with the same ' considerations as provided the City herin. Nothing herein shall require the Contractor to indemnify the City against and hold harmless the ' City, from claims, demands or suits based solely upon the conduct of the City, its officers or employees and provided further that if claims or suits are caused by or result from the concurrent negligence of (a) the Contractor's agents or employees and (b) the City, its agents, ' officers and employees, and involves those actions covered by RCW 4.24.115, this indemnity provision with respect to claims or suits based upon such concurrent negligence shall be valid 2 C 1-2009 ' and enforceable only to the extent of the Contractor's negligence or the negligence of the Contractor's agents or employees. ' Should a court of competent jurisdiction determine that this agreement 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 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 constitute the contractor's waiver of ' immunity under the Industrial Insurance Act, Title 51 RCW, solely for the purposes of this indemnification. This waiver has been mutually negotiated by the parties. The provisions of this section shall survive the expiration or termination of this agreement. I u 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than Twenty (20) working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of per Section 1-08.9 of Standard Specifications as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment not any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. Defective or Unauthorized Work. The City reserves its right to withhold payment from Contractor for any defective or unauthorized work. Defective or unauthorized work includes, without limitation: work and materials that do not conform to the requirements of this Agreement; and extra work and materials furnished without the City's written approval. If Contractor is unable, for any reason, to satisfactorily complete any portion of the work, the City may complete the work by contract or otherwise, and Contractor shall be liable to the City for any additional costs incurred by the City. "Additional costs" shall mean all reasonable costs, including legal costs and attorney fees, incurred by the City beyond the maximum Contract price specified above. The City further reserves its right to deduct the cost to complete the Contract work, including any Additional Costs, from any and all amounts due or to become due the Contractor. The Contractor agrees the above one year limitation shall not exclude or diminish the City's rights under any law to obtain damages and recover costs resulting from defective and unauthorized work discovered after one year but prior to the expiration of the legal time period 3 C 1-2009 I set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed or implied arising out of a written agreement. Final Payment: Waiver of Claims. THE CONTRACTOR'S ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONSTITUTE A WAIVER OF CONTRACTOR'S CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME FINAL PAYMENT IS MADE AND ACCEPTED. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, payrolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 12. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 1 1) The Contractor shall verify, when submitting first payment invoice and annually thereafter, possession of a current City of Renton business license while conducting work for the City. The Contractor shall require, and provide verification upon request, that all subcontractors participating in a City project possess a current City of Renton business license. The Contractor shall provide, and obtain City approval of, a traffic control plan prior to conducting work in City right-of-way. 12) The total amount of this contract is the sum of $ 188,317.01 num •rs One Hundred Eighty Eight Thousand Three Hundred Seventeen and 01/100 wnucn wor s including Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. 13) INDEPENDENT CONTRACTOR. The parties intend that an Independent Contractor - Employer Relationship will be created by this Agreement and that the Contractor has the ability to control and direct the performance and details of its work, the City being interested only in ' the results obtained under this Agreement. 14) LIMITATION OF ACTIONS. CONTRACTOR MUST, IN ANY EVENT, FILE ANY ' LAWSUIT ARISING FROM OR CONNECTED WITH THIS AGREEMENT WITHIN 120 CALENDAR DAYS FROM THE DATE THE CONTRACT WORK IS COMPLETE OR CONTRACTOR'S ABILITY TO FILE THAT CLAIM OR SUIT SHALL BE FOREVER ' BARRED. THIS SECTION FURTHER LIMITS ANY APPLICABLE STATUTORY LIMITATIONS PERIOD. 15) Non -Waiver of Breach. The failure of the City to insist upon strict performance of any of the covenants and agreements contained in this Agreement, or to exercise any option conferred by this Agreement in one or more instances shall not be construed to be a waiver or relinquishment of those covenants, agreements or options, and the same shall be and remain in full force and effect. 16) Written Notice. All communications regarding this Agreement shall be sent to the parties at the addresses listed on the signature page of the Agreement, unless notified to the contrary. Any Ll C 1-2009 U 11 1 written notice hereunder shall become effective three (3) business days after the date of mailing by registered or certified mail, and shall be deemed sufficiently given if sent to the addressee at the address stated in this Agreement or such other address as may be hereafter specified in writing. 17) Assignment. Any assignment of this Agreement by either party without the written consent of the non -assigning party shall be void. If the non -assigning party gives its consent to any assignment, the terms of this Agreement shall continue in full force and effect and no further assignment shall be made without additional written consent. 18) Modification. No waiver, alteration, or modification of any of the provisions of this Agreement shall be binding unless in writing and signed by a duly authorized representative of the city and Contractor. 19) Compliance with Laws. The Contractor agrees to comply with all federal, state, and municipal laws, rules, and regulations that are now effective or in the future become applicable to Contractor's business, equipment, and personnel engaged in operations covered by this Agreement or accruing out of the performance of those operations. 20) Counterparts. This Agreement may be executed in any number of counterparts, each of which shall constitute an original, and all of which will together constitute this one Agreement. IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above - written. Mayor Secretary a d/b/a l L . A t: ,q Firm Name check one ❑ Individual ❑ Partnership Corporation Incorporated in ❑ Limited Liability Company formed in 5 CITY OF RENTON ATTEST ( // #/ A/ 6 rb�V City Clerk C 1-2009 1 Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. If business is a LIMITED LIABILITY COMPANY (LLC), name of the company should be listed in full and the contract signed by a Manager or Member who has management authority for the LLC. Please furnish, to the City, a copy of the Certificate of Formation, a copy of the LLC agreement addressing management authority, and a copy of the latest annual report filed with the Secretary of State for the LLC. 6 C 1-2009 11 � PREVAILING MINIMUM HOURLY WAGE RATES ' State of Washington Department of Labor & Industries ' Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, 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: 6/4/2013 i .County Trade _ _. _ _ _ Job Classification _ ............ Wage Ho lidayOvertime Note __... _. _ King Asbestos Abatement Workers Journey Level $40.83, 5D 1H King Boilermakers Journey Level .... ... $62.34 5N _...__ 1C King 1 Brick Mason Brick And Block Finisher $42.21 5A 1M King I Brick Mason Journey Level $49 07 5A 1 M ........... _ .... ...... King Brick Mason Pointer -Caulker -Cleaner $49.07' 5A ; 1M King Building Service Employees Janitor $19.98 5S 2F 'King Building Service Employees Traveling Waxer/shampooer $20 39 5S 2F King jBuilding Service Employees Window Cleaner (Scaffold) $24.52 5S 2F ' lKing Building Service Employees Window Cleaner(non-scaffold) $23 66 5S 2F King ;Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $49.57 5D 1M King Carpenters Bridge, Dock And Wharf $49.57 5D 1M Carpenters .King 'Carpenters Carpenter $49.57 5D 1M ;King Carpenters Carpenters on Stationary Tools , $49.70 5D M lKing Carpenters Creosoted Material $49 67 5D 1M ;King Carpenters Floor Finisher $49.57 5D M King- Floor Layer $49.57 5D iM tKing Carpenters Scaffold Erector $49.57 5D 1M King Cement Masons Journey Level $50.13 7A 1M King Divers Et Tenders Diver $100.28 5D MBA King Divers it Tenders Diver On Standby $56 68 5D 1M King Divers Et Tenders Diver Tender $52.23 5D 1 M 'King Divers it Tenders 'Surface Rcv Et Rov Operator $52.23` 5D iM King Divers Ft Tenders King Dredge Workers King Dredge Workers King Dredge Workers .... .. ..... .. - 1---l- --- King Dredge Workers King Dredge Workers King Dredge Workers .Surface Rcv Et Rov Operator .Tender Assistant Engineer ....................... . . .................... -.-- -111-11.1-11.1-111-1 .......... Assistant Mate(deckhand) Boatmen Engineer Welder leverman, Hydraulic Maintenance Mates Offer Journey Level Journey Level King Electrical Fixture Maintenance Journey Level Workers King ...... . .... Electricians - Inside 'Cable Splicer King Electricians - Inside Cable Splicer (tunnel) King Electricians - Inside .Certified Welder King Electricians - Inside Certified Welder (tun King ....... ... . Electricians -Inside .............. ....... .Construction Stock Pc . King Electricians - Inside . .... ... 'Journey Level King Electricians - Inside Journey Level (tunnel King Electricians - Motor Shoo :Craftsman King Electricians - Motor Shop . .... . ... . ..... .. -- ..... ...... .. .......... . ... .. ... ................. .. Journey Level King -Electricians - Powerline Cable Splicer 'Construction $48.67. 5A 1 B . ......... . ............. ... $51.07. . . ......... . .. . 5D . ..... ....... .. . ....... ... - 3G $50.56, 5D 3G $51.07 5D 3G $51.12 �5D 3G . . $52.69, 5D 3G . .. ........ ..... ......... $50.81 �—D . ...... 3—G $51.07 5D . . ........ ... . . . ...... 3G $50-69 5D 3G $49.74 5D IH ................... $49.79: ... 5P 1 E $25.34� 5 L 1 E $64.24, Z—C 2W $69.07 7C 2W $62.04 7C 2W net) $66.65 7C . .... . . ........ ..... ..... 2W rson $34.19'; 7C 2W $59.85: 7C 2W .. . . ...... . .................. $64.24� I 7C — . .. ............ . ......... . . -- .. . .......... . .... ... ... ... .. .. . ... . F $15.37 1 . .... .. . $14.69' 1 $64.95 5A 4A 'Xing Electricians - Powerline Certified Line Welder $59.37 5A 4A Construction King Electricians - Powertine Groundperson $42.16 5A ................... ..... 4A 'Construction King Electricians - Powerline 'Head Groundperson $44.50 5A 4A . .... ....... �Construction ....... . . . ............... :King ........ ............. Electricians Powerline Construction . ..... Heavy Line Equipment Operator $59.37 5A 4A =; , ,King Electricians - Powerline Jackhammer Operator $44.50. 5A 4A Construction . . . . ........ . . . ...... . . ..... King Electricians - Powerline 'Journey Level Lineperson $59.37. 5A 4A .Construction King Electricians - Powerline Line Equipment Operator $49.95 5A 4A �Construction .King .... Electricians - Powerline ........ - . .......... - - ........... ... Pole Sprayer $59.37, 5A 4A ,Construction 'King .. . .......... ....... ............... . ........... ....... ........ Electricians - Powerline ..... ... . .... Powderperson $44.50, 5A !A King King King nun0 King King 'mn0 p«n8 lConstruction ,Electronic Technicians �Journey Level $31.00i Elevator Constructors Aechanic $77.70. Aechanic In Charge $84.24: Elevator Constructors Products Asbestos Workers - !Work Only / nce Erector $15.18, Journey Level $34.61, 7A Journey Level King 'Heating Eguipment Mechanics/ 'King Laborers Brick Pavers $40.83. 7A 2Y King Laborers 'Brush Cutter $40.83.7A 2Y King Laborers Brush Hog Feeder $40.83 7A 2Y E :King Laborers Burner $40.83 7 A King Laborers Caisson Worker $42.11 7A 2Y , King Laborers Carpenter Tender $40.83 7A 2Y King Laborers Caulker $40 83 7A 2Y King _.____. 'Laborers _. ......-.... _ Cement Dumper -paving ...... ..... ........... $41.59 _.._ 7A 2Y King _..... Laborers ......... Cement Finisher Tender __ $40.83' 7A 2Y _ "King Laborers Change House Or Dry Shack $40.83' 7A 2Y ...... King _.. _ ..-..- . .._..._ Laborers _._..._ _. ___. _.__.._.... _ ...... :Chipping Gun (under 30 Lbs.) $40.83 7A 2Y King Laborers Chipping Gun(30 Lbs. And $41.59 7A 2Y Over) King Laborers Choker Setter $40.83 7A 2Y , King Laborers Chuck Tender $40.83 7A 2Y King Laborers Clary Power Spreader $41.59 7A 2Y E , ...King Laborers Clean-up Laborer $40.83 7A 2Y _ _ ..._ King _ . _..___. Laborers _..___.. _ _._ ...__. _ _____.._... _ ...._. _. __ _. ,.... Concrete Dumper/chute __ $41.59 ....____. 7A __._._.._ _ 2Y , Operator King Laborers Concrete Form Stripper $40.83 ZA 2Y King Laborers Concrete Placement Crew $41.59 7A 2Y King Laborers Concrete Saw Operator/core $41.59 7A 2Y rti Driller King Laborers Crusher Feeder ..... - . $34.61 _ - - 7A _ ..... - ----- 2Y __.......... __. King Laborers Curing Laborer $40.83;! 7A 2Y King ..... . Laborers __ ..._ - ... _.. _.._._. Demolition: Wrecking it $40.83 7A - 2Y ._._ .Moving (incl. Charred Material) , $40 King Laborers Ditch Digger 83 7A 2Y s King Laborers Diver $42.11 7A 2Y _....... King Laborers _.... _ _.. Drill Operator $41.59 _ ..__ __. _ _.. 2Y . _ __.__ . i (hydraulic, diamond) .King Laborers _ __ _____ ___ Dry Stack Walls $40.83 7A 2Y King Laborers Dump Person $40.83 7A 2Y 3 King Laborers Epoxy Technician .... $40.83, 7A 2Y ;King Laborers Erosion Control Worker $40.83' 7A 2Y ,,King Laborers Faller it Bucker Chain Saw $41.59: 7A 2Y King Laborers Fine Graders $40.83. 7A 2Y King Laborers _ ._ _....._ ........ _ ..... Firewatch ........_.. $34 61. _ 7A _ ...._.. _....._. 2Y _ King Laborers Form Setter $40.83. 7A 2Y King Laborers Gabian Basket Builders $40.83'; 7A 2Y E t ;King Laborers General Laborer $40.83 7A 2Y King Laborers Grade Checker £t Transit $42.11, 2Y Person ... .............. ._.._.. King Laborers Grinders $40.83 7A ' 2Y King }Laborers ..... Grout Machine Tender _..,._.. _..... $40.831 7A ' 2Y 'King .. Laborers Groutmen (pressure)including $41.59i 7A 2Y Post Tension Beams E King Laborers Guardrail Erector $40.83; 7A 2Y King Laborers Hazardous Waste Worker (level $42.11; 7A 2Y A) King Laborers Hazardous Waste Worker (level $41.59 7A 2Y B) lKing Laborers Hazardous Waste Worker (level $40.83: A 2Y C) King Laborers High Scaler $42.11 7A 2Y King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbeam Operator $41.59 2Y King Laborers Maintenance Person _. .... . ........ $40.83 A 2 'King Laborers Manhole Builder-mudman $41.59 7A 2Y ......... ... ._...___- King ; Laborers Material Yard Person $40.83 ' 7A .... 2Y .._._....._...___ - King _...._.___ Laborers _ ..-_ ._...... .. __-.____._. _- --- .__ ...._ ___ _ .___ _.._ __., _. -._ Motorman -dinky Locomotive _ .__.-... $41.59t _._ ...._ 7A _. ...... .. ......... 2Y King Laborers Nozzleman (concrete Pump, $41.59 7A 2Y Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete it Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $41.59; A 2Y King _ Laborers ... ......... Pilot Car _. __ ___. $34.61' _ .___. 7A _ 2Y King Laborers Pipe Layer Lead $42.11 7A 2Y King Laborers Pipe Layer/tailor $41.59 7A 2Y King Laborers Pipe Pot Tender $41.59 7A 2Y King 'Laborers Pipe Reliner $41.59! 7A 2Y Wng Laborers Pipe Wrapper $41.59 7A 2Y King Laborers ......... :Pot Tender $40.83 _ 7A 2Y __...... King ---- -_ .,_.._.. Laborers _ _........__ Powderman $42.11 ZA 2Y King Laborers Powderman's Helper $40.83 7A 2Y King Laborers ;Power Jacks $41.59 7A 2Y '.King ............. Laborers _ _.......... . 'Railroad Spike Puller - Power _ $41.59 7A 2Y ;King Laborers Raker - Asphalt $42.11: A 2Y King Laborers Re timberman . $42.1 i .. ... 7A _....... ........ ..... ___ 2Y __.._-. ----- ------- __........ ......__ King Laborers Rivet Buster $41.59 7A 2Y King Laborers Rodder ! $41.59 7A 2Y King Laborers Scaffold Erector $40.83, ...... 7A 2Y King Laborers _._ ._. Scale Person $40.83: 7A 2Y King Laborers Sloper (over 20") _ $41.59 7A 2Y King .._._ .......... ............__ Laborers _....__ Sloper Sprayer _ _ __ ____.___ _.__._ _ _. - . .- __ _.. $40.83: ____ __.____ 7A 2Y King Laborers Spreader (concrete) $41.59 7A 2Y Y King Laborers Stake Hopper $40.83 ° 7A 2Y .0 __ King Laborers Stock Pi ter $40.81 7A 2Y King Laborers Tamper Et Similar Electric, Air $41.59 7A 2Y -Y Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $41.59' 7A 2Y propelled) King Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y r Shorer Et Cribber) ' King Laborers Toolroom Person (at Jobsite) $40.83, 7A 2Y King Laborers Topper $40.83: 7A 2Y King Laborers Track Laborer $40.83 7A .M... __.. 2Y __ . King Laborers Track Liner (power) $41.59. 7A 2Y King Laborers Traffic Control Laborer $37.01 7A 2Y 8R s King Laborers Traffic Control Supervisor $37.01 7A 2Y 8R King Laborers :Truck Spotter $40.83 ZA 2Y King Laborers Tugger Operator _ .._-. $41.59 7A 2Y King Laborers . __ _.. Tunnel Work -Compressed Air ___ __.___. $55.89 _._...._ 79 __. 2Y - _____. 8M Worker 0-30 psi King `Laborers Tunnel Work -Compressed Air $60.92 7A 2Y Worker 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air $64.60 7A 2Y 80 Worker 44.01-54.00 psi ;King Laborers Tunnel Work -Compressed Air $70.30 7A 2Y M Worker 54.01-60.00 psi King Laborers Tunnel Work -Compressed Air $72.42 7A 2Y t ; Worker 60.01-64.00 psi King Laborers ;Tunnel Work -Compressed Air $77.52 7A 2Y 880 g Worker 64.01-68.00 psi 'King Laborers Tunnel Work -Compressed Air $79.42 7A 2Y �Q Worker 68.01-70.00 psi :King Laborers Tunnel Work -Compressed Air $81.42 7A 1H 9_Q Worker 70.01-72.00 psi King Laborers ;Tunnel Work -Compressed Air $83.422 7A 1 H ? 84 Worker 72.01-74.00 psi _. _. King .... ...... . _ �L_ .. aborers Tunnel Work-Guage and Lock $42 21 7A 2Y ?Q :Tender $ King _ Laborers _ _. _..__..... _ ... _ ... ....... . ....... Tunnel Work Miner __. _ _._ . __...... __ .. _.._..._..,..... $42 21 __.. 7A 2Y ._..... ,King Laborers 'Vibrator $41 59 7A 2Y King Laborers iVinyl Seamer $40.83 7A 2Y E King Laborers ;Watchman $3146 7A 2Y King .Laborers 'Welder $41.59 7A 2Y King Laborers ...__ Well Point Laborer _ _ $41.59' ZA ZY King 'Laborers Window Washer/cleaner $31.46` 7A 2Y King Laborers - Underground Sewer General Laborer Et Topman $40 83 7A 2Y 'Et Water _....... I'King Laborers - Underground Sewer i..._- Pipe Layer $41 59 7A 2Y Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56, 1 Installers i King :Landscape Construction Landscape Equipment $28 17, 1 ' Operators Or Truck Drivers Operators; _ ,_.. 'King __ ......._ . - .. _ ..... Landscape Construction .............._ Landscaping or Planting $17 87 1 Laborers King 'Lathers Journey Level $49.74 5D 1 H King ___............ ..__-_.. Marble Setters ;Journey Level $49 07 5A 1M King _.._..a..._.._.,.. Metal Fabrication (in Shop 1 _........... _. _. Fitter $15.86 1 King Metal Fabrication (in Shoo) ,Laborer $9.78' 1 ... .... King 'Metal Fabrication (In Shop) Machine Operator $1304 . 1 King Metal Fabrication (In Shops ..__ 'Painter _ . _ _ ......... $11.10' ......... ..... . ..... 1 King 'Metal Fabrication (In Shool Welder ...._ $15.48 .v...... ._ 1 _ - King _...___.._ ...... .._........_ . 'Millwright Journey Level $50.67 5D 1M King Modular Buildings Cabinet Assembly $11 56 1 'King Modular Buildings Electrician $11.56` 1 ' King ;Modular Buildin Equipment Maintenance $11 56; 1 King Modular Buildings Plumber $11.56 1 ,King Modular Buildings Production Worker $9 40. 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 Joumey Level $36.51 6Z 2B King Pile Driver Journey Level $49.81 5D 1M King Plasterers ..... ...... . _....,. Journey Level _ $48.23 7 111 King Playground Et Park Equipment Journey Level $9.19i 1 Ins tatters King Plumbers Et Pipefitters Journey Level $71.69 R 1G King Power Equipment Operators Asphalt Plant Operators w $51.89 7A SP King Power Equipment Operators Assistant Engineer $48.62, 7A 3C 8P King Power Equipment Operators King Power Equipment Operators King Power Equipment Operators King Power Equipment Operators King Power Eauipment Operators Brooms $48.621 7A 3C 8P 'King Power Equipment Operators Bump Cutter $51.40; -A 3C 8P King Power Equipment Operators Cableways $51.89 A 3C 8P King Power Equipment Op erators Chipper $51.40 7A 3C 8P King Power Equipment Operators Compressor $48.62 7A 3C 8P =King Power Equipment Operators Concrete Pump: Truck Mount $51.89' 7A _ 8P With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $48.62 7A 3C 8P Screed `King Power Equipment Operators Concrete Pump - Mounted Or $50.98 7A 3C 8P Trailer High Pressure Line + Pump, Pump High Pressure. =King Power Equipment Operators Concrete Pump: Truck Mount $51.40 7A 3C ' _ 8P ;With Boom Attachment Up To '42m ;King Power Equipment Operators Conveyors $50.98' A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 $51.40 A 3C 8P Tons With Attachments _ King Power Equipment Operators ._............. _.. _...... _- ._.--- Cranes: 100 Tons Through 199 $52.44 7A 3C .._.. 8P a Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operators Cranes: 200 Tons To 300 Tons, $53.01 7A 3C 8P Or 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P Tons, Under 150' Of Boom (including Jib With E Attachments) __ __._.._. _..________ _ ____.._;_._____.�__-___..__. ¢King Power Equipment Operators Cranes: A -frame - 10 Tons And $48.62 7A ___ ..____--_---_.-._._. 8P 'Under King -Power Equipment Operators Cranes: Friction 100 Tons $53.01 7A 3C 8P ( 'Through 199 Tons 1 n 1 1 King Power Equipment Operators King Power Equipment Operators King i Power Equipment Operators King Power Equipment Operators King Power Eouipment Operators King Power Equipment Operators King Power Equipment Operators King Power Equipment Operators King 'Power Equipment Operators (King Power Equipment Operators King Power Equipment Operators King Power Equipment Operators 'Cranes: Friction Over 200 Tons 'Cranes: Over 300 Tons Or 300' Of Boom (including Jib With `Attachments) Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons Crusher .Deck Engineer/deck Winches (power) £Derricks, On Building Work Dozers D-9 a Under $53.57 7A 3C 8P $53.571 7A _ ww' 8P $50.98 7A 3C 8P Drill Oilers: Auger Type, Truck $50.98 7A 3C ,Or Crane Mount 3 Drilling Machine $51.40 7A 3C Elevator And Man -lift: $48.62: 7A 3C Permanent And Shaft Type Finishing Machine, Bidwell And $51.40 7A 3C Gamaco & Similar Equipment Forklift: 3000 Lbs And Over $50.98 7AC With Attachments ;;King Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 3C fi Attachments King Power Equipment Operators Grade Engineer: Using Blue $51 40 7A 3C Prints, Cut Sheets, Etc King -Power Equipment Operators Gradechecker/stakeman $48 62 7A _ _.. _ .__ _. King 'Power Equipment Operators . . _ .. Guardrail Punch ... $51 40f 7A 3C King Power Equipment Operators ;Hard Tail End Dump $51.89: 7A 3C 'Articulating Off- Road Equipment 45 Yards. Ft Over King Power Equipment Operators Hard Tail End Dump A $51.40, 7A 3C Articulating Off -road ._.............. ____.._ _ .__.____........ ....... ________ Equipment Under 45 Yards _._______-________ _.___ _._____.___-- _. :King ;Power Equipment Operators ;Horizontal/directional Drill $50.98 7A 3C :Locator -King Power Equipment _ Operators ..- ....... 'Horizontal/directional Drill _ $51.40 7A 3C Operator King Power Equipment Operators Hydralifts/boom Trucks Over $50.98 7A 3C 8P 8P 8P 8P 8P 8P 8P 8P _. _._8P 8P 8P 8P 8P 8P 10 Tons King Power Equipment Operators 'Hydralifts/boom Trucks, 10 $48.62; 7A 3C 8P ;Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. it $52.44 7A X 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But. $51.89 7A 3C 8P 'Not Including 8 Yards King JPower Equipment Operators Loaders, Overhead Under 6 Yards King 'Power Equipment Operators Loaders, Plant Feed King Power Equipment Operators 1oaders: Elevating Type Belt King Power Equipment Operators Locomotives, All $51.401 ZA 3C 8P $51.401 7A C 8P $50.98, 7A 3C 8P $51.40, 7A 3C 8P ,King 'Power Equipment - Operators - - -- - ------ . . .... - . .... . .. ..... ............ . .......... .. - .................... . .... ........ ...... . ... . .. . . Material Transfer Device . $5140 7A 3C 8P King Power EauiQment Operators ......... .... .... ..... .... 'Mechanics, All (leadmen - $52.44 ZA 3L 8P $0.50 Per Hour Over Mechanic) .... ... ................. . King Power Equipment Operators Mixers: Asphalt Plant $51.40; ZA 3C LP I King Power Equipment Operators .... ... ..... ........... - ----- °Motor Patrol Grader - Non- $50.98, 7A 3C 2P finishing ..... . ..... .. . .. ........... .... ......... . ..... .. .... . : King Tower Equipment Operators :Motor Patrol Graders, Finishing $51.89 7A 8P .... . .... ..... King 'Power Eguioment Operators :Mucking Machine, Mote, Tunnel $5189. . 7A 3C 8P Drill, Boring, Road Header And/or Shield King ;Power Equil2ment Operators 'Oil Distributors, Blower $48.62 7A KC 3 LP :Distribution Ft Mulch Seeding Operator King Power Eguipment Operators Outside Hoists (elevators And $50.98ii 7A 3C 8P Mantifts), Air Tuggers,strato .King 'Power Eguipment Operators 'Overhead, Bridge Type Crane: $51.40 7A 3C 8P 10 Tons Through 44 Tons King 'Power Equipment Operators 'Overhead, Bridge Type: 100 $52.44 7A 3C 8P Tons And Over King ;Power Equipment Operators 'Overhead, Bridge Type: 45 $51.89: 7A 3C 8P `Tons Through 99 Tons King Power Equipment Operators 'Pavement Breaker $48.62:; 7A 3C 8P King 'Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 3C 8P 'Mount) King :Power Equipment Operators Plant Oiler - Asphalt, Crusher $50.98: 7A 3C 8P ;King .Power Equipment Operators Posthole Digger, Mechanical $48.62: 7A C 8P King Power Equipment Operators Power Plant $48.62 7A 3C 8P King 'Power Equipment Operators 'Pumps - Water $48.62 7A 3C _LP ;King 'Power Eauipment Operators ---- Quad 9, Hd 41, D10 And Over $51.89: 7A 3C 8P .King Power Eguipment --------- Operators Quick Tower - No Cab, Under $48.62 7A 3C RP 100 Feet In Height Based To Boom ,King Power Equipment Operators Remote Control Operator On $51.89:i ZA 3L LP Rubber Tired Earth Moving Equipment iKing Power Equipment Operators Rigger And Bellman .: $4862 7A 1C 8P i King Power Equipment Operators Rollagon $51 89� 7A 3C 8P King King _ __.._ _._-.....__ Power Equipment Operators Power Equipment Operators Roller, Other Than Plant Mix Roller, Plant Mix Or Multi -lift $48.62 1 $50.98 1 7A 7A 3C 3C .. 8P 8P Materials ' King __- Power Equipment .__...... Operators _ ___.._._-_.._....... Roto-mill, Roto grinder _.. _..._.__.._......... .__ $51 40 7A 8C 8P ........ .... 11King Power Equipment Operators .Saws - Concrete $50.98 7A 3C 8P ' King Power Equipment Operators Scraper, Self Propelled Under �$51.40 7A 3C BE 45 Yards King `Power Equipment Operators 'Scrapers - Concrete it Carry All . $50.W 7A 3C 8P 'King Power Equipment Operators Scrapers, Self-propelled: 45 $51.89 7A 3C 8P 3 'Yards And Over 'King Power Equipment Operators Service Engineers - E King Power Equipment Operators ..... Shotcrete/gumte Equipment ..__ $48.62: 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A 3C 8P ;Tractors Under 15 Metric Tons. Ang `Power Equipment Operators Shovel, Excavator, Backhoe: ... .. $51.89' 7A 3C ...- 8P Over 30 Metric Tons To 50 Metric Tons r Power Equipment Operators :Shovel, Excavator, Backhoes, $51.40 7A 3C 8P '€,King Tractors: 15 To 30 Metric Tons 'King Power Equipment Operators 'Shovel, Excavator, Backhoes $52.44 7A 3C8P 1 s Over 50 Metric Tons To 90 Metric Tons 'King Power Equipment Operators :Shovel, Excavator, Backhoes 90 $53.01 ` 3C 8P Over Metric Tons King Power Equipment Operators Slipform Pavers $51.89 7A 3C 8P IKing Power Equipment Operators Spreader, Topsider Et $51W 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $51 40 7A X 8P !King Power Equipment Operators _........... Tower Bucket Elevators $50.98 7A 3C King Power Equipment Operators Tower Crane Over 175'in $53.01 7A 3C 8P Height, Base To Boom i # King Power Equipment Operators Tower Crane Up To 175' In $52.44 7AC 8P 1 Height Base To Boom 'King Power Equipment Operators :Transporters, All Track Or $51.89: 7A 3C 8P Truck Type 'King Power Equipment Operators :Trenching Machines $50.98 7A 3C SP King Power Equipment _....-_ Operators ._... _ Truck Crane Oiler/driver - 100 - $51 40, 7A 8C 8P 'Tons And Over =King Power Equipment Operators Truck Crane Oiler/driver Under ! 100 Tons $50.98 7A SP King _.-.v. _..._.._ Power Equipment Operators Truck Mount Portable Conveyor $51.40 7A 3C 8P King Power Equipment Operators Welder j $51.89 7A 3C 8P _...... _...... __ ._. _- ..___ _-..__....___ __ ._._ _.___-.__. Kin g :Power E ui m nt Operators q P e Wheel Tractors Farman Type YP $48.62 7A 7A C 8 P k 8 . King __ !Power Equipment Operators ...... ... ......... .._ _ _.�_ _. ;Yo Yo Pay Dozer $51.40 7A 3C 8P King ;Power Equipment Operators- Asphalt Plant Operators $51.89 7A 8C BE -Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $48 62 7A 3C 8P ''Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $51.40 7A 3C 8P Underground Sewer Et Water ~Power -King Equipment Operators- :Batch Plant Operator, Concrete $51.40 7A 8C $P Underground Sewer Et Water , King Power Equipment Operators- Bobcat $48 62` 7A 3C 8P Underground Sewer Et Water .King Power Equipment Operators- Brokk - Remote Demolition $48 62 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $48.62; 7A 3C 8P Underground Sewer Et Water King .......... Power Equipment Operators- . _ .__ _ _.. _ _ ... Bump Cutter $51.40 7A ... ...... ....... 3C 8P , Underground Sewer Et Water 'King Power Equipment Operators- Cableways $51.89 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $51.40 7A 3C 8P Underground Sewer Et Water .... _ 'King _____ ._.......... _.... __ .__ -- __ .. Power Equipment Operators- ........ ._ _ __... _ Compressor _ -_ $48.62' _ 7A _____. 3C _-___._ _-_- 8P 'Underground Sewer Et Water . - _- ...__....... ............ King Power Equipment Operators- .Concrete Pump: Truck Mount $51.89. 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser ` $48.62,, 7A 3C 8P Underground Sewer Et Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $50.98 7A 3C 8P Underground Sewer Et Water :Trailer High Pressure Line _--- ---_. ___ __._... Pump, Pump High Pressure. .. ____ __ __ - .._ ;King Power Equipment Operators- :Concrete Pump: Truck Mount $51.40 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m . t `King Power Equipment Operators- Conveyors $50.98 7A 3C 8P Underground Sewer Et Water ,King Power Equipment Operators- Cranes: 20 Tons Through 44 $51.40 7A 3C 8P Underground Sewer Et Water Tons With Attachments King , Power Equipment Operators- Cranes: 100 Tons Through 199 $52 44 ` 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With _ _ __.._ ____ _..._ _ _ _ ___ 'Attachments) _ _ _ .. _--.... ._.. .. _... King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, $53 01; 7A 7A 3C 3C 8P s r Underground Sewer Et Water t King I I 1 Power Equipment Operators - Underground Sewer Et Water Or 250' Of Boom (including Jib .With Attachments) Cranes: 45 Tons Through 99 .Tons, Under 150' Of Boom (including Jib With 'Attachments) $51.89 King Power Equipment Operators- Cranes: A -frame - 10 Tons And i $48.62! Underground Sewer Et Water Under 7A 3C t 8P _._._.......__._........... 7A i ....... 3C _._..........._._. $P King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 7A 3C 8P Underground Sewer Et Water iThrough 199 Tons King Power Equipment Operators- ;Cranes: Friction Over 200 Tons $53.57 7A 3C 8P Underground Sewer Et Water ;King 'Power Equipment Operators- 'Cranes: Over 300 Tons Or 300' $53.57: 7A 3C 8P 'Underground Sewer Et Water Of Boom (including Jib With Attachments) ;King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 7A 3C 8P Underground Sewer Et Water Attachments A -frame Over 10 Tons ;King Power Equipment Operators- Crusher $51.40 7A 3C 8Q ;Underground Sewer Et Water _. King _.._.... .._ Power Equipment Operators- Deck Engineer/deck Winches $51.40' 7A 3C 8P Underground Sewer Et Water (power) `King - --_ _ ... ._.._ - _._. _ ... Power Equipment Operators- _.. ............ Derricks, On Building Work _ $51.89 ...... 7A _. __.. 3C 8P Underground Sewer Et Water King Power Equipment Operators- ..... Dozers D-9 Et Under $50.98 ..... 7A _ 3C $P Underground Sewer Et Water rUnderground King Power Equipment Operators- Sewer Et Water Drill Oilers: Auger Type, Truck Or Crane Mount $50.98' 7A 3C 8P Xing Power Eouipment Operators- Drilling Machine $51.40 7A 3C '8P Underground Sewer Et Water King Power Eouipment Operators- Elevator And Man -lift: $48.62 7A 3C $P ;Underground Sewer Et Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 7A 3C 8P !Underground Sewer Et Water Gamaco Et Similar Equipment ,King Power Equipment Operators- Forklift: 3000 Lbs And Over $50.98 7A 3C 8P Underground Sewer Et Water With Attachments EKing Power Equipment Operators - .Forklifts: Under 3000 Lbs. With: $48.62 7A 3C 8P ,Underground Sewer Et Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A 3C 8P Underground Sewer Et Water Prints, Cut Sheets, Etc {King Power Equipment Operators- Gradechecker/stakeman $48.62 7A 3C 8P i Underground Sewer Et Water King Power Equipment Operators- 'Guardrail Punch $51.40 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Hard Tail End Dump $51.89. 7A 3C 8P !Underground Sewer Ft Water Articulating Off- Road Equipment 45 Yards. Ft Over King Power Equipment Operators- Hard Tail End Dump $51.40 7A 3C 8P , Underground Sewer Et Water Articulating Off -road _ ............. ____ Equipment Under 45 Yards ........ .... __ ........... ....... .... King Power Equipment Operators- Horizontal/directional Drill $50 98 ZA 3C 8P Underground Sewer Et Water Locator King Power Equipment Operators- .... ...... ..... .._ _ ._.._ __.._ _ ;--- Horizontal/directional Drill --- ..__._. $51.40 7A 3C 8P Underground Sewer Et Water Operator King Power Eguipment Operators- -_._........ Hydralifts/boom Trucks Over $50.98 7A 3,� LP Underground Sewer Et Water 10 Tons ;King Power Equipment Operators- Hydralifts/boom Trucks, 10 $48 62` �7A 3C 8P Underground Sewer Et Water 'Tons And Under j ........ il King .. . _ ...... ....... _.._ . Power Equipment Operators- . Loader, Overhead 8 Yards. Ft $52.44`. 7A 3C 8P Underground Sewer Et Water Over King 'Power Equipment Operators- Loader, Overhead, 6 Yards. But. $51.89 ZA3C8P Underground Sewer it Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $51.40 7A 3C 8P Underground Sewer Et Water Yards King Power Equipment Operators- Loaders, Plant Feed $51.40 7A 3C 8P ' Underground Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 7A — 3C 8P s Underground Sewer Ft Water r King -Power Equipment Operators- Locomotives, All $51.40 7A 3C 8P Underground Sewer Et Water t King Power Equipment Operators- wMaterial Transfer Device $51.40 7A E 3C 8P Underground Sewer Et Water ' King Power Equipment Operators- :Mechanics, All (leadmen - $52.44, 7A 3C LP ;Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Mixers: Asphalt Plant $51.40, 7A 3C 8P ' :Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Grader - Non- $50.98 7A 3 $P :Underground Sewer Et Water finishing `King 'Power Equipment Operators- Motor Patrol Graders, Finishing $51.89` 7A 3C 8P Underground Sewer It Water i King _ . ........ ......... Power Equipment Operators- Mucking Machine, Mole, Tunnel. Drill, Boring, Road Header $51.89 7A ..__...._... 3C 8P _ Underground Sewer Et Water And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer Ft Water Distribution Er Mulch Seeding ! Operator King Power Equipment Operators- Outside Hoists (elevators And $50.98 7A 3C 8P Underground Sewer Et Water 'Manlifts), Air Tuggers,strato {King °Power Equipment Operators- Overhead, Bridge Type Crane $51.40 3C 8P I u I h {i n I Underground Sewer Et Water 20 Tons Through 44 Tons ''King Power Equipment Operators- Overhead, Bridge Type: 100 Underground Sewer Et Water Tons And Over .King Power Eouipment Operators- Overhead, Bridge Type: 45 Underground Sewer Et Water .Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker 'Underground Sewer it Water King 'Power Eguipment Operators- Pile Driver (other Than Crane Underground Sewer Et Water Mount) King Power Equipment Operators- .Plant Oiler - Asphalt, Crusher Underground Sewer Et Water `King Power Equipment Operators- 'Posthole Digger, Mechanical Underground Sewer Et Water Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On Underground Sewer Et Water :Rubber Tired Earth Moving Equipment 8P 8P 8P 8P 8P 8P $48.62- 7A 3C 8P $51.89 7A King Power Equipment Operators- ;Rigger And Bellman $48.62 7A Underground Sewer Ft Water King Power Equipment Operators- Rollagon $51.89 7A Underground Sewer it Water 3C 8P 8P 3C 8P King Power Equipment Operators- ...... _.............. ..... _..... Roller, Other Than Plant Mix $48.62 7AC 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift $50.98 7A 8P Underground Sewer Et Water Materials ;King 'Power Equipment Operators- ;Roto-mitt, Roto-grinder $51.40' 7A 3C 8P Underground Sewer Et Water King 'Power Equipment Operators- Saws - Concrete $50.98 7A 3C SP Underground Sewer it Water $King Power Equipment Operators- Scraper, Self Propelled Under $51.40 7A 3C 8P Underground Sewer Et Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $50.98, Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Underground Sewer Et Water Yards And Over ;King 'Power Equipment Operators- Service Engineers - Equipment 7A 8P $51.89 7A 3C BP .. ......... $50.98 7A 3C 8P Underground Sewer Ft Water King Power Eguipment Operators - ,,King 'Power Eguigment 01?erators- ;Undereround Sewer Et Water King Undereround Sewer Et water Shmtcrete/gunite Equipment Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. 'Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Aetric Tons '----- - Kjn0 Shovel, Backhmes, �T/ | ' i . ractors� 15To]ON���cTons/ Underground Sewer Et Wat er Over 50 Metric Tons To 90 'Metric Tons King Power Eguipment Operators- 'Shovel, Excavator, Backhoes: $53.01 7A 3C Underground Sewer Et Water Over 90 Metric Tons Undereround Sewer Et Water Power Eguipment Operators - 'Spreader, Topsider Et $51.89 7A 3C 8P Undereround Sewer Et Water Screedman Undereround Sewer Et Water Aing Power Equipment Operators- Tower Bucket Elevators $50.98, ZA 3C :Underground Sewer Et Water lKing :Power Eguipment OQerators- Tower Crane Over 175'in $53.01: 7A 3C 8P 'Underground Sewer ft Water Height, Base To Boom ,King Power Eguigment Ol?erators- Tower Crane Up To 175' In $52.44: 7A 8P Undereround Sewer Et Water Base To Boom King 'Power Eguipment Operators- Transporters, All Track Or Sewer Et Wate Truck Type ,'King Power Eauipment Ooerators- !Trenching Machines $50.98! 7A 3C 8P Underground Sewer Et Water Ki ng ;Power Equipment Operators - :Truck Crane Oiler/driver - 100 $51.40 7A 3C 8 P Undereround Sewer Et Water Tons And Over King Power Eguipment Operators- Truck Crane Oiler/driver Under. $50.98, ZA 3C A—P 'Underground Sewer Et Water 100 Tons �.King 'Power Eguipment Operators- :Truck Mount Portable Conveyor $51.40 7A 3C 8P Undereround Sewer Ft Water Aing !Power Equipment Operators- Welder $51.89 7A 3C 8P 'Underground Sewer Ft Water King Power EauiQment Operators- Wheel Tractors, Farmall. Type $48.62. 7A 3C 8P Undereround Sewer Et Water King :Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A I 3 Trimmers 'King `Power Line Clearance Tree Spray Person $40.73 5A 4A ' ITnmmers King Power Line Clearance Tree _............ ...- Tree Equipment Operator $41.29: 5A ...._ 4A Trimmers 1 iKing Power Line Clearance Tree Tree Trimmer $38.38 5A 4A r `Trimmers 1 }King ............. _ _ ._..... "Power Line Clearance Tree _ __ __ _ _ Tree Trimmer Groundperson _._ $28.95` .. 5A 4A Trimmers . ...... King iRefrigeration Et Air Journey Level $70.46 6Z 1G Conditioning Mechanics a Ang _. ......._ ..._.......... _ ...... _...-.. :Residential Brick Mason Journey Level _....... ._ ...... $49.07 ... ......... .. 5A 1M ........ King .'Residential Carpenters Journey Level $28.201 1 King : Residential Cement Masons Journey Level $22.64' 1 King Residential Drywall Appbcators Journey Level $38 60 5D 1M '!King ;ResidentiaI.DrywallTapers Journey Level $49.79 5P 1E 'King Residential Electricians JOURNEY LEVEL $30 44 1 i King Residential Glaziers Journey Level $35 10 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 Residential Painters 'Journey Level $24.46 1 1 ;King `King Residential Plumbers it _. Journey Level $34.69 1 IPipefitters !King ;Residential Refrigeration Ft Air :Journey Level $70.46; 6Z 1G Conditioning Mechanic 'King __.. µ ... __...___ _ .... _.._... __ Residential Sheet Metal 'Workers ......_ ...._..._ _...._.- . ..... ......... _ _ .. Journey Level (Field or Shop) $41.30 7F _. _ .... 111 King Residential Soft Floor Layers Journey Level $41.78 5A 3D !King Residential Sprinkler Fitters, Journey Level $40.81 5C 211 (Fire Protection) ,King Residential Stone Masons Journey Level $49.07 5A 1M King Residential Terrazzo Workers Journey Level $45.43 5A I 'King Residential Terrazzo/Tile Finishers Journey Level $21.46 1 King Residential Tile Setters Journey Level $25.17 1 King Roofers Journey Level $43 90 5A 1 R King Roofers Using Irritable Bituminous $46.90 5A 111 'Materials King Sheet Metal Workers Journey Level (Field or Shop) $68.52 7F I King Shipbuilding It Ship Repair Boilermaker $39 66{ 7M 1H King Shipbuilding & Ship Repair Carpenter $38.24 70 3B King Shipbuilding Et Ship Repair Electrician $37.82 70 3B 'King 'Shipbuilding Et Ship Repair Heat Et Frost Insulator $56.93 5J 15 King (Shipbuilding Et Ship Repair ;Laborer $36 78 70 3B King Shipbuilding Et Ship Repair Machinist $37.81 70 3B :King Shipbuilding Et Ship Repair ;Operator $40 15 70 3B ;King Shipbuilding Et Ship Repair :Painter $37.8t 70 3B King Shipbuilding Et Ship Repair Pipefitter $37 77 70 3B King Shipbuilding Et Ship Repair Rigger $37 76 70 3B iKing Shipbuilding Et Ship Repair Sandblaster $36 78 70 3B King 'Shipbuildine Et Ship Repair Sheet Metal $37 74 70 3B King Shipbuilding Et Ship Repair Shipfitter $37.76 70 3B :King Shipbuilding Et Ship Repair Trucker $37.61 70 3B King Shipbuilding Et Ship Repair Warehouse $37.65 7Q L King Shipbuilding Et Ship Repair 'Welder/Burner $37.76 70 3B King 'Sign Makers Et Installers Sign Installer $22 92 _ _ ...._._ _ __ .__.......... _.__ .._..__. 1 (Electrical) ;King Sign Makers Et Installers Sign Maker $21.36: 1 i (Electrical) King Sign Makers Et Installers (Non- Sign Installer $27.28 1 Electrical) ............ . =King ._.__ _..__._-._ . ..... Bien Makers Et Installers (Non- Sign Maker $33.25 1 Elec ri al .......... _m ___ _.._ .. ........ King Soft Floor Layers Journey Level $41.78' 5A 3D King Solar Controls For Windows Journey Level $12.44 _.1 w . ... =King Sprinkler Fitters (Fire Journey Level $69.59 5C 1X Protection) ;King .Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $49.07 5A im King Street And Parking Lot Sweeper Journey Level $19.09 1 ' Workers ;King Surveyors Assistant Construction Site $50.98 7A 3C 3P Surveyor King Surveyors 'Chainman $50.46 7A 3C 8P :King Surveyors Construction Site Surveyor $51.89F 7A 3C 8P 'King 'Telecommunication Technicians Journey Level $22.76 _ ......... 1 King Telephone Line Construction - Cable Splicer $35.09 5A 3B Outside King Telephone Line Construction Hole Digger/Ground Person $19.22 5A 2B :Outside King Telephone Line Construction Installer (Repairer) $33.63 5A 2B _OuWdg $32.63| 5A l 2 B lKing Telephone Line Construction - Television Groundperson $18.65 King lelephone Line Construction - Television Lineperson/InstaLler. $24.66 Outside �King iTelephone Line Construction - Television System Technician $29.42 Outside King Telephone Line Construction - Television Technician $26.43, King �,Telephone Line Construction - Tree Trimmer $32.95 Outside 11 ' 5A | 28 !A | ' 2B 2Q | | 5A 2B � � 20 | / -----'-�---- -!---- 54 | 38 . ------ King -----� Terrazzo | - t---- Level� - $45.43| 5A ' 18� H5nQ � Tile Setters - / Level $21'65 | 1 King ' Finisher ) | ._-- �37.76 - 5A --- 1B -- ' Finishers | ' King T raffi c Control S tri pers; Journey Level $41.53� 7A IK King Truck Drivers Asphalt Mix Over 16 Yards (W. $47.91 5D VA -Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5 D 3A WA -Joint Council 28) King :Truck Drivers Dump Truck Et Trailer $47.91 5D 3A King Truck Drivers Dump Truck (W. WA -Joint $47.07 5D 3A King �.Truck Drivers Other Trucks (W. WA -Joint $47.91 5D 3A Council 28) King _ !Truck_________ Transit Mixer $43'_3 King _ _ Irrigation Pump Installer _ $17.71' �^s^===rs =^ / King 'Well/Chler $12'97 . 'Installers � ' NjnQ / Well Driller / $18.00 ' �Installers' / | Department of Labor and Industries Prevailing Wage o 6 (360) 902-5335 www Ini wa.eov/Tra(lcsl.icensin,z/Prcv_Wape �y't 1989 NOY • This form must be typed orprinted in ink. • Fill to all blanks or the form will be returned for correction tsee instructions). • Please allow a minimum of 10 working days for processing. • Once approved, your form will be posted online at h ti us:/i fort ress. xva.',ov/Ini /12\vi aptib/Seiirh Foi-.asi) STATEMENT OF INTENT TO PAY PREVAILING WAGES Public Worles Contract $40.00 Filing Fee Required Intent ID # (Assigned by L&I) Your; Company1rtfor matioiiir Your Company Name Project Name ,,.c. Contract Number ABC Company, Inc. Road Repair yyy ^" `.:r;� 2011-0113 Your Address Awarding Agency 1234 Main Street WA State Department of Transportation City State Zip+4 Awarding Agency Address,: `"�•;�'"' " WA 98501-1234 PO Box 47354 Jr �4Olyrnpia 1M=.�.+'. Your Contractor Registration Number Your UBI Number City State ' Zip+4 ABCCI*0123AA 123456789 Olympia`;,; WA 98501 Your Industrial Insurance Account Number Awarding Ai-ghcy Contact Name `({ Phone Number I I l,l I 1-11 John Doe_.,,K}�-�� (555)j555-5555 Your Entail Address (required for notification of approval) Your.Phone Number County Where Work�Will Be Performed City Where Work Will Be Performed prevailingwage@lninva.gov (555) 555-5555 Thurston. W k1G!4:4!«a9.:v. Ah, r Olympia ,, Adr![lioral Detail;.,.;,� >,) m� Contract=lleGrils ::-�; ' r ,• ,,,''.`. i:- ..-=' Your Fxpected Job Start Date (nun/dd/yyyy) Bid Due Date)(Prime Coutrac(or s) lT*` Award Date (Prime Contractor's) 01/01/2011 3s 08/01/2010� �e 08/10/2010 Vidicate Tiital Dollar Amount of Your Contract (including Job Site Address/Directions �g� w ,<��1��..,.=• sulesifez) or time and materials, if applicable. $1000.0, State Street Plum Street ''%'�a't,.. t'i ARRA<Funds, WcatheriiaGontoi•_Energy:^EfficlentIiuiiils„ Does this`proJiict utilize any weatherization or energy efficiency upgrade funds Does this project utilize American Recovery and Reinvestment Act (ARRAt)'funds?� Art, ❑ Yes ® No (ARRA or olhrciwise)? ❑ Yes ® No Priine'Cotih acto e'slCbmpaiv`In[onnation ,'; -.;-; .-i - r., S Hiring'Contrnutoh''sEComjranyInformatiiin :; �::�• ;-^�." Prime Contractor's Company Name Pnme Contractor's Intent Number Hinng•tGontractor's Company Name XYZ Company, Inc. 123456 '-y;8, SuperPavers, Inc. Pi inmc Contractor's Registration Number Prime Contractor's UBI Number} Hiring Contractor's Conti -actor Registration Number Hiring Contractor's UBI Number XYZIN*0123AA 987654321 "fi� psi°,_ brm. SUPERPA123AA 321456987 Empluyment thforination Do you intend to use ANY subcontract io,�^ El Yes Will employees perform work on this project? ®Yes ❑ No Will ALL work be subcontracted? �❑ Yes `rv® No Do you intend to use apprentice employees? ® Yes ❑ No Number of Owner/Operators who own at leiti0m3'00/flofthe company✓.who will perform work on the project: ❑ None (0) ® One (1) ❑ Two (2) ❑ Three (3) Crafts/I'rades/,O-ccupations-r(Do not list appreatices. They are listed on the Affidavit of Wages Paid only.) Number of Rate of ]sourly Rate of Hourly n L If an employed yprks in more than one trade, ensure that all hours worked in each trade are reported below. Norkers Pay Usual ("Fringe") ,., For additional c"m"'tls/trades/occupatjtipgjplease use�'Add_eridum A. Benefits ir'�1F SX4v--s.Yt Laborer - Asphalt-Rakcr -? 2 39.28 5.00 Power Equipment Operator - Asphalt Plant Operator 1 48.04 2.35 'ems Truck Driver - Asphalt Mix (ovor(I6 Yds) 1 46.47 0.00 13 1'- I hereby certify that I have read and understand the instructions to complete this form and thatthe information including any addenda, m'e correct and that all workers l employ on this Public Works Project will be paid no less than the Prevailing Wa a Rates as determined b the Industrial Statistician of the Department of Labor and Industries. Print Name: Print Title: Signature: Date: A li roved si nature of the Department of Labor and Industries Industrial Statistician NOTICE: If the prime contract is nt a cost of over one million dollars (51,000,000.00), RCW 39.04.370 requires you to complete the FHB 2805 (RCW 39.04.370) Addendum and attach it to your Affidavit of Wages of Paid when your mvork on the project concludes. This is only a notice. The EHB 2805 Addendum is not submitted wilh this Intent. SAMPLE - F700-029-000 Statement of Intent to Pay Prevailing Wages 03-2011 Department of Labor and Industries Prevailing Wage Program od b (360) 902-5335 tvww.Ini.wa.aov/'fradesLicensin,/PrevWage o . '➢�If .19a9 aoY • This form must be typed or printed in ink. • Fill lit ALL blanks or the form will be returlred for correction (see instructions). • Please allow a minimum of 10 working days. for processing. • Once approved, your form will be posted online at lit ps:Hfort)-ess.wa.eov/lni/i)wiaptib/SearcbFor.ast) AFFIDAVIT OF WAGES PAID Public Works Contract $40.00 Filing Fee Required Affidavit ID # (Assigned by L&n: SAMPLE . —,lour—_Com anv`Informatlo¢:;:, .., ,.-:' .- ...:-; -d r ...- - ,:A'wardinA-enc Indicate (inoiudinjsalestax): „.4 �InformaHont Your Company Name ABC Company Project Name Road Re air Contract Number 123-456 Your Address 1234 Main Street Awarding Agency WA St Department of Transportation City Olympia State WA Zip+4 98501-1234 Awarding Agency Address PO Box 123 Your Contractor Registration Number ABCCI*0123AA Your UBI Number 123456789 City - State Olympia WA 7ip+4 198501 Your Industrial Insurance Account Number lll,lll-11 Awarding Agency Contact Name -' Phone John Doe (555)555-5555 Number Your Email Address (required for notification ofapproval) revailingwage@lni.wa.gov (555) Your Phone Number 555-5555 County Where Work Was Performed City Thurston Olympia Where Work Was Performed Addltrorial DctaliContrnctDetaiisi . r N Your Job Start Date (mm/ddlyyyy) 2/1 /2011 Your Date Work Courpleted (mmlcid/yyyy) 3/ 1 /2011 Bid Due Date (Prime Contractor's) Award 1 /1 /2011 . i i 1 /5/2011 Date (Prime Contractor's) Job Site Address/Directions Plum and State Street Your Approved Intent, ID.# 123456 Total Dollar Amount of-Yoir Contract $10,000.00 EHB 2805 (RCW 39.04.370) — Is the Prime Contractor's Contract at a cost of over one million dollars $ I;000,000 ❑ YcsZ.No ----. If you answered "Yes" to the EHB 2805 question and the Award Date is 9/1/2010 or ? later You must complete and submit the EHB 2805 CW 39.04.370 Addendum. ARR•A'+Eu'nds , Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? ❑ Yes Z No - - (ARRA :-. Wcutherizao81 49ner ,ECfictentFunds)-. : Docs this projecuiltilize any weatherization or energy efficiency upgrade funds or otherwise)? ❑ Yes Z No PrimeContraclor's'-otnany4nfonnatron`-. ..:;, .:-:', .. r'_ Alrin` `Contractor s''Com -anv Information •.. , ,- _, -'�. , Prime Contractor's Company Name XYZ Company Hiring Contractor's Company Name CBA Company Prune Contractor's Registration Number XYZCI*0123AA Prime Contractor's UB1 Number 987654321 Hiring Contractor's Registration Number CBACI*0123AA Hiring Contractor's UBI Number 456789123 Ent l0' imentaiiformutrou , Did you use ANY subcontractors? ❑ Yes (Addend um'BReauired):; Z No Did employees perform work on this project? Z Yes ❑ No Was ALL work subcontracted? ❑ yes (Addendum B Required) Z No Did you use apprentice employees? ❑ Yes Z No Number of Owner/Operators ",he own at least 30% of the company who performed work on this project: You must list the First and Last Namc s of any Owner/Operator performing work below ❑ None (0) Z One (1) ❑ Two (2) ❑ Tin ce (3) List your Qaftsfrrades/Occupations Below - For Journey Level Workers you must provide all of the information below. Owner/Operators - must provide their First and Last name no other information required, **Apprenticesare not recorded below. You must use Addendum D to list Apprentices. Number of Workers Total # of Hours Rate Worked of Hourly Pay Rate of Hourly Usual ("Fringe") Benefits General Labor 2 153 41.23 8.54 Carpenter 5 210 52.26 10.13 Sliiattire�Block '" ''' •-:' - ... . 1 hereby certify that I have read and understand the instructions to complete this form andthatthe information on the form and any addenda is correct and that all workers I employed on this Public Works Project were paid no less than the Prevailing Wage Rate(s) as determined by the Industrial Statistician of dre Department of labor and Industries. Print Name: Jane Doe frint'ritle: Bookkeeper Signature: Date:3/5/201 I For,L& I:Use Onh . LVED: Department of Labor and Industries Industrial Statistician SAMPLE - F700-007-000 Affidavit of Wages Paid 3-2011 I L� I I � SPECIAL PROVISIONS 1 I [I I f I I I SPECIAL PROVISIONS.....................................................................................................................10 1-01 DEFINITIONS AND TERMS.....................................................................................................10 1-01.1 General...............................................................................................................................10 1-01.3 Definitions.........................................................................................................................10 1-02 BID PROCEDURES AND CONDITIONS..................................................................................12 1-02.1 Prequalification of bidders...............................................................................................12 1-02.2 Plans and Specifications...................................................................................................12 1-02.5 Proposal Forms.................................................................................................................12 1-02.6 Preparation of Proposal....................................................................................................13 1-02.6(1) Proprietary Information...............................................................................................13 1-02.7 Bid Deposit........................................................................................................................13 1-02.9 Delivery of Proposal.........................................................................................................14 1-02.12 Public Opening of Proposals...........................................................................................14 1-02.13 Irregular Proposals..........................................................................................................14 1-02.14 Disqualification of Bidders.............................................................................................14 1-02.15 Pre Award Information...................................................................................................15 1-03 AWARD AND EXECUTION OF CONTRACT............................................................................15 1-03.1 Consideration of bids........................................................................................................15 1-03.2 Award of Contract.............................................................................................................15 j1-03.3 Execution of Contract.......................................................................................................15 1-03.4 Contract Bond...................................................................................................................16 1-03.7 Judicial Review..................................................................................................................16 1-04 SCOPE OF WORK..................................................................................................................16 1-04.2 Coordination of Contract Documents..............................................................................16 1-04.3 Contractor -Discovered Discrepancies..............................................................................17 1-04.4 Changes.............................................................................................................................17 1-04.8 Progress Estimates and Payments....................................................................................17 1-04.11 Final Cleanup..................................................................................................................17 1-05 CONTROL OF WORK.............................................................................................................17 1-05.4 Conformity With and Deviation from Plans and Stakes..................................................17 1-05.4(3) Contractor Supplied Surveying....................................................................................18 1-05.4(4) Contractor Provided As -Built Information..................................................................19 1-05.7 Removal of Defective and Unauthorized Work...............................................................19 1-05.10 Guarantees......................................................................................................................20 1-05.11 Final Inspection...............................................................................................................20 1-05.11(1) Substantial Completion Date.....................................................................................20 1-05.11(2) Final Inspection and Physical Completion Date........................................................21 1-05.11(3) Operational Testing....................................................................................................21 1-05.12 Final Acceptance.............................................................................................................22 1-05.13 Superintendents, Labor and Equipment of Contractor.................................................22 1-05.14 Cooperation with Other Contractors.............................................................................22 1-05.16 Water and Power............................................................................................................22 1-05.17 Oral Agreements.............................................................................................................22 1-05.18 Contractor's Daily Diary..................................................................................................23 1-06 CONTROL OF MATERIAL.......................................................................................................23 1-06.1 Approval of Materials Prior to Use..................................................................................23 1-06.2(1) Samples and Tests for Acceptance...............................................................................24 1-06.2(2) Statistical Evaluation of Materials for Acceptance......................................................24 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC................................................24 1-07.1 Laws to be Observed.........................................................................................................24 1-07.2 State Sales Tax...................................................................................................................25 1-07.2(1) General.........................................................................................................................25 1-07.2(2) State Sales Tax - Rule 171............................................................................................26 1-07.2(3) State Sales Tax - Rule 170............................................................................................26 1-07.2(4) Services.........................................................................................................................26 1-07.6 Permits and Licenses.........................................................................................................26 1-07.9 Wages................................................................................................................................27 1-07.9(5) Required Documents....................................................................................................27 1-07.11 Requirements for Non-Discrimination...........................................................................27 1-07.11(11) City of Renton Affidavit of Compliance...................................................................27 1-07.12 Federal Agency Inspection..............................................................................................27 1-07.13 Contractor's Responsibility for Work.............................................................................27 1-07.13(1) General.......................................................................................................................27 1-07.15 Temporary Water Pollution/Erosion Control.................................................................27 1-07.16 Protection and Restoration of Property............................................................a............27 1-07.16(1) Private/Public Property..............................................................................................28 1-07.17 Utilities and Similar Facilities.........................................................................................29 1-07.17(1) Interruption of Services.............................................................................................30 1-07.18 Public Liability and Property Damage Insurance...........................................................30 2 U 1-07.18(1) General.......................................................................................................................30 1-07.18(2) Coverages....................................................................................................................30 1-07.18(3) Limits..........................................................................................................................32 1-07.18(4) Evidence of Insurance: ............................................................................................... 33 1-07.22 Use of Explosives............................................................................................................33 1-07.23 Public Convenience and Safety......................................................................................33 1-07.23(1) Construction Under Traffic.........................................................................................33 1-07.23(2) Construction and Maintenance of Detours...............................................................34 1-07.24 Rights of Way..................................................................................................................34 1-07.28 Confined Space Entry......................................................................................................35 1-08 PROSECUTION AND PROGRESS.................. ... 1-08.0 Preliminary Matters..........................................................................................................36 36 1-08.0(1) Preconstruction Conference........................................................................................36 1-08.0(2) Hours of Work..............................................................................................................37 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees ....................38 1-08.1 Subcontracting..................................................................................................................38 1-08.2 Assignment.......................................................................................................................38 1-08.3 Progress Schedule.............................................................................................................38 1-08.4 Notice to Proceed and Prosecution of the Work.............................................................39 1-08.5 Time For Completion........................................................................................................39 1-08.6 Suspension of Work..........................................................................................................41 1-08.7 Maintenance During Suspension.....................................................................................41 1-08.9 Liquidated Damages.........................................................................................................41 1-08.11 Contractor's Plant and Equipment.................................................................................41 1-08.12 Attention to Work...........................................................................................................42 1-09 MEASUREMENT AND PAYMENT..........................................................................................42 1-09.1 Measurement of Quantities.............................................................................................42 1-09.3 Scope of Payment.............................................................................................................43 1-09.6 Force Account...................................................................................................................43 1-09.7 Mobilization ............................ :......................................................................................... 1-09.9 Payments...........................................................................................................................44 43 1 1-09.9(1) Retainage......................................................................................................................45 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts..................45 1-09.9(3) Final Payment...............................................................................................................46 1-09.11 Disputes and Claims........................................................................................................46 1-09.11(2) Claims.........................................................................................................................46 1-09.11(3) Time Limitations and Jurisdiction..............................................................................47 1-09.13 Claims and Resolutions....................................................................................................47 1-09.13(3) Claims $250,000 or Less.............................................................................................47 1-09.13(3)A Administration of Arbitration..................................................................................47 1-09.13(3)B Procedures to Pursue Arbitration............................................................................47 1-09.14 Payment Schedule..........................................................................................................47 1-09.14(1) Scope..........................................................................................................................47 1-09.14(2) Bid Items.....................................................................................................................48 1-10 TEMPORARY TRAFFIC CONTROL..........................................................................................52 1-10.1 General..............................................................................................................................52 1-10.2(1)B Traffic Control Supervisor..........................................................................................54 1-10.2(2) Traffic Control Plans.....................................................................................................54 1-10.3 Flagging, Signs, and All Other Traffic Control Devices.....................................................54 1-10.3(3) Construction Signs........................................................................................................54 1-10.4 Measurement....................................................................................................................54 1-10.5 Payment............................................................................................................................54 1-11 RENTON SURVEYING STANDARDS.......................................................................................54 1-11.1(1) Responsibility for surveys............................................................................................54 1-11.1(2) Survey Datum and Precision........................................................................................55 1-11.1(3) Subdivision Information...............................................................................................55 1-11.1(4) Field Notes....................................................................................................................55 1-11.1(5) Corners and Monuments.............................................................................................55 1-11.1(6) Control or Base Line Survey.........................................................................................56 1-11.1(7) Precision Levels............................................................................................................56 1-11.1(8) Radial and Station -- Offset Topography......................................................................56 1-11.1(9) Radial Topography........................................................................................................56 1-11.1(10) Station --Offset Topography........................................................................................57 1-11.1(11) As -Built Survey...........................................................................................................57 1-11.1(12) Monument Setting and Referencing.........................................................................57 1-11.12 Materials.........................................................................................................................57 1-11.12(1) Property/Lot Corners.................................................................................................57 1-11.12(2) Monuments.................................................................................................................58 1-11.12(3) Monument Case and Cover.......................................................................................58 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP.............................................................58 4 IJ I r L 11 I I 2-01.1 Description.........................................................................................................................58 2-01.2 Disposal of Usable Material and Debris...........................................................................58 2-01.5 Payment............................................................................................................................58 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS................................................................58 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs..............................................................58 2-02.4 Measurement....................................................................................................................59 2-02.5 Payment............................................................................................................................59 2-03 ROADWAY EXCAVATION AND EMBANKMENT....................................................................59 2-03.3 Construction Requirements...................................................................................:..........59 2-03.4 Measurement....................................................................................................................60 2-03.5 Payment............................................................................................................................60 2-04 HAUL.....................................................................................................................................60 2-04.5 Payment............................................................................................................................60 2-06 SUBGRADE PREPARATION...................................................................................................61 2-06.5 Measurement and Payment............................................................................................61 2-09 STRUCTURE EXCAVATION....................................................................................................61 2-09.1 Description........................................................................................................................61 2-09.3(1)D Disposal of Excavated Material.................................................................................61 2-09.4 Measurement....................................................................................................................61 2-09.5 Payment............................................................................................................................61 5-04 ASPHALT CONCRETE PAVEMENT.........................................................................................62 5-04.2 Materials...........................................................................................................................62 5-04.3 Construction Requirements..............................................................................................62 5-04.3(5) Conditioning the Existing Surface................................................................................63 5-04.3(5)A Preparation of Existing Surface.................................................................................63 5-04.3(7)A Mix Design..................................................................................................................64 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture...................................................64 5-04.3(10)B Control......................................................................................................................64 5-04.5 Payment............................................................................................................................64 5-04.5(1)A Price Adjustments for Quality of HMA Mixture........................................................64 5-04.5(1)B Price Adjustments for Quality of HMA Compaction.................................................65 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS.............................................................65 5-06.1 Description........................................................................................................................65 5-06.2 Materials...........................................................................................................................66 5-06.3 Construction Requirements..............................................................................................66 t 5 7-01 DRAINS.................................................................................................................................66 7-01.2 Materials...........................................................................................................................66 7-01.3 Construction Requirements.................................................:............................................66 7-01.4 Measurement....................................................................................................................66 7-02 CULVERTS.............................................................................................................................67 7-02.2 Materials...........................................................................................................................67 7-04 STORM SEWERS...................................................................................................................67 7-04.2 Materials...........................................................................................................................67 7-04.4 Measurement....................................................................................................................67 7-04.5 Payment............................................................................................................................67 7-05 MANHOLES, INLETS, AND CATCH BASINS...........................................................................68 7-05.3 Construction Requirements..............................................................................................68 7-05.3(1) Adjusting Manholes and Catch Basins to Grade..........................................................68 7-05.3(2) Abandon Existing Manholes........................................................................................69 7-05.3(2)A Abandon Existing Sanitary Sewer Pipes....................................................................69 7-05.3(3) Connections to Existing Manholes...............................................................................69 7-05.3(5) Manhole Coatings........................................................................................................70 7-05.4 Measurement....................................................................................................................70 7-05.5 Payment............................................................................................................................70 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS..................................................................70 7-08.3 Construction Requirements..............................................................................................70 7-08.3(1)C Bedding the Pipe........................................................................................................70 7-08.3(1)D Pipe Foundation........................................................................................................71 7-08.3(2)A Survey Line and Grade...............................................................................................71 7-08.3(2)B Pipe Laying — General.................................................................................................71 7-08.3(2)E Rubber Gasketed Joints..............................................................................................72 7-08.3(2)H Sewer Line Connections............................................................................................72 7-08.3(2)J Placing PVC Pipe..........................................................................................................72 7-08.3(3)A Backfilling Sanitary Sewer Trenches..........................................................................72 7-08.4 Measurement....................................................................................................................73 7-08.5 Payment............................................................................................................................73 7-09 PIPE AND FITTINGS FOR WATER MAINS..............................................................................73 7-09.3(15)A Ductile Iron Pipe......................................................................................................73 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over)..................................................73 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene..........................................73 C 1 7-09.3(19)A Connections to Existing Mains................................................................................74 7-09.3(21) Concrete Thrust Blocking and Dead -Man Block........................................................74 7-09.3(23) Hydrostatic Pressure Test...........................................................................................75 7-09.3(24)A Flushing and.............................................................................................................76 7-09.3(24)D Dry Calcium Hypochlorite........................................................................................76 7-09.3(24)K Retention Period......................................................................................................76 7-09.3(24)N Final Flushing and Testing.......................................................................................76 7-09.3(25) Joint Restraint Systems..............................................................................................76 7-09.4 Measurement....................................................................................................................78 7-09.5 Payment............................................................................................................................78 7-12 VALVES FOR WATER MAINS.................................................................................................78 7-12.3(1) Installation of Valve Marker Post.................................................................................78 7-12.3(2) Adjust Existing Valve Box to Grade..............................................................................79 7-12.4 Measurement....................................................................................................................79 7-12.5 Payment............................................................................................................................79 7-14 HYDRANTS............................................................................................................................80 7-14.3(1) Setting Hydrants...........................................................................................................80 7-14.3(3) Resetting Existing Hydrants.........................................................................................80 7-14.3(4) Moving Existing Hydrants............................................................................................80 7-14.5 Payment............................................................................................................................80 7-15 SERVICE CONECTIONS..........................................................................................................81 7-15.3 Construction Details.........................................................................................................81 7-15.5 Payment............................................................................................................................81 7-17 SANITARY SEWERS...............................................................................................................81 7-17.2 Materials...........................................................................................................................81 7-17.3 Construction Requirements..............................................................................................82 7-17.3(1) Protection of Existing Sewerage Facilities...................................................................82 7-17.3(2)H Television Inspection.................................................................................................82 7-17.4 Measurement....................................................................................................................82 7-17.5 Payment............................................................................................................................82 8-09 RAISED PAVEMENT MARKERS.............................................................................................83 8-09.5 Payment............................................................................................................................83 8-13 MONUMENT CASES.............................................................................................................83 8-13.1 Description........................................................................................................................83 8-13.3 Construction Requirements..............................................................................................83 8-13.4 Measurement....................................................................................................................83 8-13.5 Payment............................................................................................................................83 8-14 CEMENT CONCRETE SIDEWALKS.........................................................................................83 8-14.3(4) Curing............................................................................................................................83 8-14.4 Measurement....................................................................................................................84 8-14.5 Payment............................................................................................................................84 8-17 IMPACT ATTENUATOR SYSTEMS..........................................................................................84 8-17.5 Payment............................................................................................................................84 8-20 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL...........................................84 8-20.2(1) Equipment List and Drawings......................................................................................84 8-22 PAVEMENT MARKING..........................................................................................................85 8-22.1 Description........................................................................................................................85 8-22.3(5) Installation Instructions...............................................................................................85 8-22.5 Payment............................................................................................................................86 8-23 TEMPORARY PAVEMENT MARKINGS..................................................................................86 8-23.5 Payment............................................................................................................................86 9-03.8(7) HMA Tolerances and Adjustments................................................................................86 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS........................................................87 9-05.4 Steel Culvert Pipe and Pipe Arch (RC)..............................................................................87 9-05.7(2) Reinforced Concrete Storm Sewer Pipe(RC)...............................................................87 9-05.7(2)A Basis for Acceptance (RC)..........................................................................................87 9-05.7(3) Concrete Storm Sewer Pipe Joints (RC).......................................................................87 9-05.7(4) Testing Concrete Storm Sewer Pipe Joints(RC)...........................................................87 9-05.9 Steel Spiral Rib Storm Sewer Pipe(RC)............................................................................87 9-05.12 Polyvinyl Chloride (PVC) Pipe.........................................................................................88 9-05.12(3) CPEP Sewer Pipe.........................................................................................................88 9-05.14 ABS Composite Sewer Pipe............................................................................................88 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe.........................................................................88 9-05.22 High Density Polyethylene Piping..................................................................................88 9-08 PAINTS..................................................................................................................................90 9-08.8 Manhole Coating System Products..................................................................................90 9-08.8(1) Coating Systems Specification.....................................................................................90 9-23 CONCRETE CURING MATERIALS AND ADMIXTURES...........................................................90 9-23.9 Fly Ash (RC).......................................................................................................................90 9-30 WATER DISTRIBUTION MATERIALS......................................................................................91 1 9-30.3(1) Gate Valves (3inches to 12 inches)..............................................................................91 9-30.3(3) Butterfly Valves............................................................................................................91 9-30.3(5) 9-30.3(7) Valve Marker Posts.......................................................................................................91 Combination Air Release/Air Vacuum Valves..............................................................92 9-30.3(8) 9-30.3(9) Tapping Sleeve and Valve Assembly............................................................................92 Blow -Off Assembly.......................................................................................................92 r, 9-30.5 Hydrants............................................................................................................................92 • 9-30.5(1) End Connections(RC)...................................................................................................92 9-30.5(2) 9-30.6(3)B Hydrant Dimensions.....................................................................................................92 Polyethylene Pipe ......................................................................................................93 9-30.6(4) Service Fittings.............................................................................................................93 9-30.6(5) Meter Setters................................................................................................................93 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED ............................93 J 1, 11 06/06/2013 SPECIAL PROVISIONS 1-01 DEFINITIONS AND TERMS 1-01.1 General Section 1-01.1 is supplemented with: Whenever reference is made to the State, State of Washington, Commission, Department of Transportation, Secretary of Transportation, Owner, Contracting Agency or Engineer, such reference shall be deemed to mean the City of Renton acting through its City Council, employees, and duly authorized representatives for all contracts administered by the City of Renton. All references to "State Materials Laboratory" shall be revised to read "Contracting Agency designated location". 1-01.3 Definitions Section 1-01.3 is revised and supplemented by the following: Act of God "Act of God" means an earthquake, flood, cyclone, or other cataclysmic phenomenon of nature. A rain, windstorm, high water or other natural phenomenon of unusual intensity for the specific locality of the Work, which might reasonably have been anticipated from historical records of the general locality of the Work, shall not be construed as an act of god. Consulting Engineer The Contracting Agency's design consultant, who may or may not administer the construction program for the Contracting Agency. Contract Documents See definition for "Contract". Contract Price Either the unit price, the unit prices, or lump sum price or prices named in the proposal, or in properly executed change orders. Contract Time The period of time established by the terms and conditions of the Contract within which the Work must be physically completed. Dates Bid Opening Date: The date on which the Contracting Agency publicly opens and reads the bids. Award Date: The date of the formal decision of the Contracting Agency to accept the lowest responsible and responsive Bidder for the Work. Contract Execution Date: The date the Contracting Agency officially binds the agency to the Contract. Notice to Proceed Date: The date stated in the Notice to Proceed on which the Contract Time begins. Substantial Completion Date: The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities, both from the operational and safety standpoint, and only minor incidental Work, replacement of temporary substitute facilities, or correction or repair remains for the physical completion of the total contract. Contract Completion Date: The date by which the Work is contractually required to be physically completed. The Contract Completion Date will be stated in the Notice to Proceed. Revisions of this date will be authorized in writing by the Engineer whenever there is an extension to the U 1 06/06/2013 Contract time. Completion Date: The day all the Work specified in the Contract is completed and all the obligations of the Contractor under the Contract are fulfilled by the Contractor. Date of Commencement: The date stated in the Notice to Proceed on which the Contract Time begins. Final Acceptance Date: The date the Contracting Agency accepts the Work as complete per the Contract requirements. Day Unless otherwise designated, day(s) as used in the Contract Documents, shall be understood to mean working days. Engineer The City Engineer or duly authorized representative, or an authorized member of a licensed consulting firm retained by the Owner for the construction engineering of a specific public works project. Inspector The Owner's authorized representative assigned to make necessary observations of the Work performed or being performed, or of materials furnished or being furnished by the Contractor. Notice of Award: The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid. Notice to Proceed: The written notice from the Contracting Agency or the Engineer to the Contractor authorizing and directing the Contractor to proceed with Work and establishing the date on which the Contract time begins. Or Equal Where the term "or equal" is used herein, the Contracting Agency, or the Contracting Agency on recommendation of the Engineer, shall be the sole judge of the quality and suitability of the proposed substitution. The responsibility and cost of furnishing necessary evidence, demonstrations, or other information required to obtain the approval of alternative materials or processes by the Owner shall be entirely borne by the Contractor. Owner The City of Renton or its authorized representative also referred to as Contracting Agency. Performance and Payment Bond Same as "Contract Bond" defined in the Standard Specifications. Plans The Contract Plans and/or Standard Plans which show location, character, and dimensions of prescribed Work including layouts, profiles, cross -sections, and other details. Drawings may either be bound in the same book as the balance of the Contract Documents or bound in separate sets, and are a part of the Contract Documents, regardless of the method of binding. The terms "Standard Drawings" or "Standard Details" generally used in Specifications refers to drawings bound either with the specification documents or included with the Plans or the City of Renton Standard Plans. Points Wherever reference is made to the Engineer's points, this shall mean all marks, bench marks, reference points, stakes, hubs, tack, etc., established by the Engineer for maintaining horizontal and vertical control of the Work. Provide Means "furnish and install" as specified and shown in the Plans. Secretary, Secretary of Transportation The chief executive officer of the Department and other authorized representatives. The chief executive 11 06/06/2013 officer to the Department shall also refer to the Department of Public Works Administrator. Shop Drawings Same as "Working Drawings" defined in the Standard Specifications. Special Provisions Modifications to the Standard Specifications and their amendments that apply to an individual project. The special provisions may describe Work the Specifications do not cover. Such Work shall comply first with the Special Provisions and then with any Specifications that apply. The Contractor shall include all costs of doing this Work within the bid prices. State The state of Washington acting through its representatives. The State shall also refer to The City of Renton and its authorized representatives where applicable. Supplemental Drawings and Instructions Additional instructions by the Engineer at request of the Contractor by means of drawings or documents necessary, in the opinion of the Engineer, for the proper execution of the Work. Such drawings and instructions are consistent with the Contract Documents. Traffic Both vehicular and non -vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic. Utility Public or private fixed improvement for the transportation of fluids, gases, power, signals, or communications and shall be understood to include tracks, overhead and underground wires, cables, pipelines, conduits, ducts, sewers, or storm drains. 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Delete this Section and replace it with the following: Bidders shall be qualified by experience, financing, equipment, and organization to do the Work called for in the Contract Documents. The Contracting Agency reserves the right to take whatever action it deems necessary to ascertain the ability of the bidder to perform the Work satisfactorily. 1-02.2 Plans and Specifications Delete this Section and replace it with the following: Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids (Advertisement for Bids) for the Work. After award of the Contract, Plans and Specifications will be issued to the Contractor at no cost as detailed below: To Prime Contractor No. of Sets Basis of Distribution Reduced Plans (11" x 4 Furnished 17") and contract automatically upon provisions award Large Plans (22" x 34") 4 Furnished only upon re uest Additional Plans and Contract Provisions may be purchased by the Contractor by payment of the cost stated in the Call for Bids. 1-02.5 Proposal Forms Delete this Section and replace it with the following: 12 06/06/2013 At the request of the bidder, the Contracting Agency will provide a proposal form for any project on which the bidder is eligible to bid The proposal form will identify the project and its location and describe the Work. It will also list 1 estimated quantities, units of measurement, the items of Work, and the materials to be furnished at the unit bid prices. The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit bid prices; extensions; summations; the total bid amount; signatures; date; and, where applicable, retail sales taxes and acknowledgement of addenda; the bidder's name, address, telephone number, and signature; and a State of Washington Contractor's Registration Number. Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certifications are included as part of the proposal form. The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency. The bidder shall bid on all alternates and additives set forth in the proposal forms unless otherwise specified. The Contracting Agency reserves the right to reject any bids that fail to provide a cost proposal all alternates and additives set forth in the proposal forms. Any correction to a bid made by interlineations, alteration, or erasure, shall be initialed by the signer of the bid. The bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. A bid by a corporation shall be executed in the corporate name, by the president or a vice president (Or other corporate officer accompanied by evidence of authority to sign). A bid by a partnership shall be executed in the partnership name, and signed by a partner. A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. A bid by a joint venture shall be executed in the joint venture name and signed by a member of the joint venture. A copy of the joint venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement. 1-02.6 Preparation of Proposal The second paragraph is revised as follows: All prices shall be in legible figures written in ink or typed. The proposal shall include: 1. A unit price for each item (omitting digits more than four places to the right of the decimal point), where a conflict arises the unit price shall prevail. j1-02.6(1) Proprietary Information 1-02.6(1) is a new Section. Vendors should, in the bid proposal, identify clearly any material(s), which constitute "(valuable) formula, designs drawings, and research data" so as to be exempt from public disclosure, RCW 42.17.310, or any materials otherwise claimed to be exempt, along with a Statement of the basis for such claim of exemption. The Department (or State) will give notice to the vendor of any request for disclosure of such information received within 5 (five) years from the date of submission. Failure to so label such materials or failure to timely respond after notice of request for public disclosure has been given shall be deemed a waiver by the submitting vendor of any claim that such materials are, in fact, so exempt. 1-02.7 Bid Deposit Section 1-02.7 is supplemented with the following: Bid Bonds shall contain the following: 1. Number assigned to the project by the Contracting Agency; 2. Name of the project; 3. The Contracting Agency named as obligee; 4. The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded; 5. Signature of the bidder's officer empowered to sign official statements. The signature of the 13 06/06/2013 person authorized to submit the bid should agree with the signature on the bond, and the title of the person must accompany said signature; 6. The signature of the surety's officer empowered to sign the bond form included in the Contract Provision. 1-02.9 Delivery of Proposal Revise the first paragraph to read: Each proposal shall be submitted marked on the outside of th the Bid Documents, to ensure proper handling and delivery. 1-02.12 Public Opening of Proposals Section 1-02.12 is supplemented with the following: The Contracting Agency reserves the right to postpone the date and time for bid opening. Notification to bidder will be by addenda. 1-02.13 Irregular Proposals Revise item I to read: 1. A proposal will be considered irregular and will be rejected if: a. The bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; c. The complete proposal form contains any unauthorized additions, deletions, alternate bids, or conditions; d. The bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e. A price per unit cannot be determined from the bid proposal; f. The proposal form is not properly executed; g. The bidder fails to submit or properly complete a subcontractor list, if applicable, as required in Section 1-2.6 h. The bidder fails to submit or properly complete a Disadvantaged, Minority or Women's Business Enterprise Certification, if applicable, as required in Section 1-02.6; or i. The bid proposal does not constitute a definite and unqualified offer to meet the material terms of the bid invitation. 1-02.14 Disqualification of Bidders Revise this section to read: 1. A bidder will be deemed not responsible and the proposal rejected if the bidder does not meet the responsibility criteria in RCW 39.04. 2. A bidder may be deemed not responsible and the proposal rejected if: a. More than one proposal is submitted for the same project from a bidder under the same or different names; b. Evidence of collusion exists with any other bidder or potential bidder. Participants in collusion will be restricted from submitting further bids; c. The bidder, in the opinion of the Contracting Agencyis not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the bidder, d. An unsatisfactory performance record exists based on past or current Contracting Agency Work or for Work done for others, as judged from the standpoint of conduct of the Work; workmanship; progress; affirmative action; equal employment opportunity practices; or Disadvantaged Enterprise, Minority Enterprise, or Women's Business Enterprise utilization. e. There is uncompleted Work (Contracting Agency or otherwise) which might hinder or prevent the prompt completion of the Work bid upon; f. The bidder failed to settle bills for labor or materials on past or current contracts; g. The bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract; h. The bidder is unable, financially or otherwise, to perform the Work; 14 1 06/06/2013 i. A bidder is not authorized to 'do business in the State of Washington (not registered in accordance with RCW 18.27) j. There are any other reasons deemed proper by the Contracting Agency. 1-02.15 Pre Award Information Revise this section to read: Before awarding any contract, the Contracting Agency may require one or more of these items or actions of: 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used; 2. Samples of these materials for quality and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing the order of time required for the various phases of Work; 4. A breakdown of costs assigned to any bid item; S. Attending at a conference with the Engineer or representatives of the Engineer; 6. Obtain, and furnish a copy of, a business license to do business in the city and/or county where the Work is located; 7. A copy of State of Washington Contractor's Registration; or 8. Any other information or action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of bids ' Section 1-03.1 is supplemented with the following: All bids will be based on total sum of all schedules of prices. No partial bids will be accepted unless so stated in the call for bids or special provisions. The City reserves the right however to award all or any schedule of a bid to the lowest bidder at its discretion. 1-03.2 Award of Contract Section 1-03.2 is supplemented with the following: The Contract, bond form, and all other forms requiring execution, together with a list of all other forms or documents required to be submitted by the successful bidder, will be forwarded to the successful bidder within 10 days of the award. The number of copies to be executed by the Contractor shall be determined by the Contracting Agency. 1-03.3 Execution of Contract Section 1-03.3 is revised and supplemented as follows: Within 10 calendar days after receipt from the City of the forms and documents required to be completed by the Contractor, the successful bidder shall return the signed Contracting Agency -prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before execution of the Contract by the Contracting Agency, the successful bidder shall provide any pre -award information the Contracting Agency may require under Section 1- 02.15. Until the Contracting Agency executes a contract, no proposal shall bind the Contracting Agency nor shall any Work begin within the project limits or within Contracting Agency -furnished sites. The Contractor shall bear all risks for any Work begun outside such areas and for any materials ordered before the Contract is executed by the Contracting Agency. If the bidder experiences circumstances beyond their control that prevents return. of the Contract documents within 10 calendar days after the award date, the Contracting Agency may grant up to a maximum of 10 additional calendar days for return of the documents, provided the Contracting Agency deems the circumstances warrant it. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who 15 06/06/2013 is not registered or licensed as required by the laws of the state. In addition, the Contracting Agency requires persons doing business with the Contracting Agency to possess a valid City of Renton business license prior to award. When the Bid Form provides spaces for a business license number, a Washington State Contractors registration number, or both the Bidder shall insert such information in the spaces provided. The Contracting Agency requires legible copies of the Contractor's Registration and business license be submitted to the Engineer as part of the Contracting Agency's post -award information and evaluation activities. 1-03.4 Contract Bond Revise the first paragraph to read: The successful bidder shall provide an executed contract bond for the full contract amount. This contract bond shall: 1. Be on the Contracting Agency -furnished form; 2. Be signed by an approved surety (or sureties) that: a. Is registered with the Washington State Insurance Commissioner, and b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; 3. Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; 4. Guarantee that the surety shall indemnify, defend, and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the Contract, or b. Of the Contractor (subcontractors, or lower tier subcontractors of the Contractor) to pay all laborers,, mechanics, subcontractors, lower tie subcontractors, material person, or any other person who provides supplies or provisions for carrying out Work; 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 6. Be signed by an officer of the Contractor empowered to sign official statements (sole proprietor or partner). If the Contractor is a corporation, the bond must be signed by the president or vice- president, unless accompanied by a written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice-president). 1-03.7 Judicial Review Revise the last sentence to read: The venue of all causes of action arising from the advertisement, award, execution, and performance of the Contract shall be in the Superior Court of the County where the Contracting Agency's headquarters are located. 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions Specifications, and Addenda Revise the second paragraph to read: Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4, and so forth): 1. Addenda 2. Proposal Form 3. Special Provisions 4. Contract Plans 5. Contracting Agency's Standard Plans (if any) 6. Amendments to the Standard Specifications 7. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction 8. WSDOT/APWA Standard Plans for Road, Bridge and Municipal Construction In 1 06/06/2013 1-04.3 Contractor -Discovered Discrepancies Section 1-04.3 is a new section: Upon receipt of award of contract, the Contractor shall carefully study and compare all the components of the Contract Documents and other instructions, and check and verify all field measurements. The Contractor shall, prior to ordering material or performing Work, report in writing to the Engineer any 1 error, inconsistency, or omission in respect to design or mode of construction, which is discovered. If the Contractor, in the course of this study or in the accomplishment of the Work, finds any discrepancy between the Plans and the physical condition of the locality as represented in the Plans, or any such errors or omissions in respect to design or mode of construction in the Plans or in the layout as given by points and instructions, it shall be the Contractor's duty to inform the Engineer immediately in writing, j and the Engineer will promptly check the same. Any Work done after such discovery, until correction of Plans or authorization of extra Work is given, if the Engineer finds that extra Work is involved, will be done at the Contractor's risk. If extra Work is involved, the procedure shall be as provided in Section 1- 04.4 of the Standard Specifications. 1-04.4 Changes The last two paragraphs are replaced with the following: Renton does not have a formal policy or guidelines on cost reduction alternatives, but will evaluate such proposals by the Contractor on a case -by -case basis. 1-04.8 Progress Estimates and Payments Section 1-04.8 is supplemented as follows: The Contractor is encouraged to provide to the Engineer prior to progress payments an estimate of "Lump Sum" Work accomplished to date. The Engineer's calculations and decisions shall be final in regard to the actual percentage of any lump sum pay item accomplished and eligible for payment unless another specific method of calculating lump sum payments is provided elsewhere in the Specifications. 1-04.11 Final Cleanup Section 1-04.11 is supplemented as follows: All salvage material as noted on the Plans and taken from any of the discarded facilities shall, at the Engineer's discretion, be carefully salvaged and delivered to the City shops. Any cost incurred in salvaging and delivering such items shall be considered incidental to the project and no compensation will be made. The Contract price for "Finish and Cleanup, Lump Sum," shall be full compensation for all Work, equipment and materials required to perform final cleanup. If this pay item does not appear in the Contract Documents then final cleanup shall be considered incidental to the Contract and to other pay item and no further compensation shall be made. 1-05 CONTROL OF WORK 1-05.4 Conformity With and Deviation from Plans and Stakes Section 1-05.4 is supplemented with the following: If the project calls for the Contractor supplied surveying, the Contractor shall provide all required survey Work, including such Work as mentioned in Sections 1-05, 1-11 and elsewhere in these Specifications as being provided by the Engineer. All costs for this survey Work shall be included in "Contractor Supplied Surveying," per lump sum. The Engineer or the Contractor supplied surveyor will provide construction stakes and marks establishing lines, slopes, and grades as stipulated in Sections 1-05.4 and will perform such Work per Section 1-11. The Contractor shall assume full responsibility for detailed dimensions, elevations, and excavation slopes measured from the Engineer or the Contractor supplied surveyor furnished stakes and marks. The Contractor shall provide a work site, which has been prepared to permit construction staking to 17 06/06/2013 proceed in a safe and orderly manner. The Contractor shall keep the Engineer or the Contractor supplied surveyor informed of staking requirements and provide at least 48 hours notice to allow the Engineer or the Contractor supplied surveyor adequate time for setting stakes. The Contractor shall carefully preserve stakes, marks, and other reference points, including existing monumentation, set by Contracting Agency forces. The Contractor will be charged for the costs of replacing stakes, markers and monumentation that were not to be disturbed but were destroyed 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 Engineer's line and grade, will not be allowed unless the original control points set by the Engineer still exist, or unless other satisfactory substantiating evidence to prove the error was furnished by the Engineer. 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. The Contractor shall provide all surveys required other than those to be performed by the Engineer. All survey Work shall be done in accordance with Section 1-11 SURVEYING STANDARDS of these Specifications. The Contractor shall keep updated survey field notes in a standard field book and in a format set by the Engineer, per Section 1-11.1(4). These field notes shall include all survey Work performed by the Contractor's surveyor in establishing line, grade and slopes for the construction Work. Copies of these field notes shall be provided the Engineer upon request and upon completion of the Contract Work the field book or books shall be submitted to the Engineer and become the property of the Contracting Agency. If the survey Work provided by the Contractor does not meet the standards of the Engineer, then the Contractor shall, upon the Engineer's written request, remove the individual or individuals doing the survey Work and the survey Work will be completed by the Engineer at the Contractor's expense. Costs for completing the survey Work required by the Engineer will be deducted from monies due or to become due the Contractor. All costs for survey Work required to be performed by the Contractor shall be included in the prices bid for the various items which comprise the improvement or be included in the bid item for "Contractor Supplied Surveying" per lump sum if that item is included in the contracts. 1-05.4(3) Contractor Supplied Surveying Section 1-05.4(3) is a new section: When the Contract provides for Contractor Supplied Surveying, the Contractor shall supply the survey Work required for the project. The Contractor shall retain as a part of the Contractor Organization an experienced team of surveyors under the direct supervision of a professional land surveyor licensed by the State of Washington. All survey Work shall be done in accordance with Sections 1-05.4 and 1-11. The Contractor and/or the Surveyor shall inform the Engineer in writing of any errors, discrepancies, and omissions to the Plans that prevent the Contractor and/or the Surveyor from constructing the project in a manner satisfactory to the Engineer. All errors, discrepancies, and omissions must be corrected to the satisfaction of the Engineer before the survey Work may be continued. The Contractor shall coordinate his Work with the Surveyor and perform his operations in a manner to protect all survey stakes from harm. The Contractor shall inform the Surveyor of the Contractor's intent to remove any survey stakes and/or points before physically removing them. The Surveyor shall be responsible for maintaining As -Built records for the project. The Contractor shall coordinate his operations and assist the Surveyor in maintaining accurate As -Built records for the project. If the. Contractor and the Surveyor fail to provide, as directed by the Engineer and/or these Plans and Specifications, accurate As -Built, records and other Work the Engineer deems necessary, the Engineer 06/06/2013 may elect to provide at Contractor expense, a surveyor to provide all As -Built records and other Work as directed by the Engineer. The Engineer shall deduct expenses incurred by the Engineer -supplied surveying from monies owed to the Contractor. Payment per Section 1-04.1 for all Work and materials required for the full and complete survey Work required to complete the project and As -Built drawings shall be included in the lump sum price for "Construction Surveying, Staking, and As-Builts." 1-05.4(4) Contractor Provided As -Built Information Section 1-05.4(4) is a new section: �. It shall be the Contractors responsibility to record the location prior to the backfilling of the trenches, by centerline station, offset, and depth below pavement, of all existing utilities uncovered or crossed during his Work as covered under this project. It shall be the Contractor's responsibility to have his Surveyor locate by centerline station, offset and elevation each major item of Work done under this contract per the survey standard of Section 1-11. Major items of Work shall include but not be limited to: Manholes, Catch basins and Inlets, Valves, vertical and Horizontal Bends, Junction boxes, Cleanouts, Side Sewers, Street Lights & Standards, Hydrants, Major Changes in Design Grade, Vaults, Culverts, Signal Poles, and Electrical Cabinets. After the completion of the Work covered by this contract, the Contractor's Surveyor shall provide to the City the hard covered field book(s) containing the as -built notes and one set of white prints of the project drawings upon which he has plotted the notes of the Contractor locating existing utilities, and one set of white prints of the project drawings upon which he has plotted the as -built location of the new Work as he recorded in the field book(s). This drawing shall bear the Surveyor's seal and signature certifying its accuracy. All costs for as -built Work shall be included in the Contract item "Construction Surveying, Staking, and As- Builts", lump sum. 1-05.7 Removal of Defective and/or Unauthorized Work Section 1-05.7 is supplemented as follows: Upon written notice from the Engineer, the Contractor shall promptly replace and re -execute Work by Contractor forces, in accordance with the intent of the Contract and without expense to the Owner, and shall bear the expense of making good all Work of other contractors destroyed or damaged by such removal or replacement. If the Contractor does not remove such condemned Work and materials and commence re -execution of the Work within 7 calendar days of written notice from the Engineer, or fails to perform any part of the Work required by the Contract Documents, the Owner may correct and remedy such Work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary. In that case, the Owner may store removed material. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and remedying defective or unauthorized Work, or Work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from monies due, or to become due, the Contractor. Such direct and indirect costs shall include in particular, but without limitation, compensation for additional professional services required, and costs for repair and replacement of Work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized Work. 'JOr If sufficient funds do not remain in the Contract and the Contractor does not pay the cost of such removal and storage within 10 calendar days from the date of the notice to the Contractor of the fact of such removal, the Owner may, upon an additional 10 calendar days written notice, sell such materials at public or private sale, and deduct all costs and expenses incurred from monies due to the Contractor, including costs of sale, and accounting to Contractor for the net proceeds remaining. The Owner may bid at any such sale. The Contractor shall be liable to the Owner for the amount of any deficiency from any funds otherwise due the Contractor. 19 06/06/2013 If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation, the Engineer may have the defective and unauthorized Work corrected immediately, have the rejected Work removed and replaced, or have Work the Contractor refuses to perform completed by using Contracting Agency or other forces. An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public, the Property Owner and the Property Owner's property. No adjustment in contract time or compensation will be allowed because of the delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights provided by this section. The rights exercised under the provisions of this section shall not diminish the Contracting Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the Work as required. 1-05.10 Guarantees Section 1-05.10 is supplemented as follows: If within one year after the Acceptance Date of the Work by the Contracting Agency, defective and/or unauthorized Work is discovered, the Contractor shall promptly, upon written order by the Contracting Agency, return and in accordance with the Engineer's instructions, either correct such Work, or if such Work has been rejected by the Engineer, remove it from the project site and replace it with non -defective and authorized Work, all without cost to the Contracting Agency. If the Contractor does not promptly comply with the written order to correct defective and/or unauthorized Work, or if an emergency exists, the Contracting Agency reserves the right to have defective and/or unauthorized Work corrected or removed and replaced pursuant to Section 1-05.7 "Removal of Defective and/or Unauthorized Work." The Contractor agrees the above one year limitation shall not exclude or diminish the Contracting Agency's rights under any law to obtain damages and recover costs resulting from defective and/or unauthorized Work discovered after one year but prior to the expiration of the legal time period set forth in RCW 4.16.040 limiting actions upon a contract in writing, or liability expressed of implied arising out of a written agreement. The Contractor shall warrant good title to all materials, supplies,, and equipment purchased for, or incorporated in the Work. Nothing contained in this paragraph, however, shall defeat or impair the right of persons furnishing materials or labor, to recover under any bond given by the Contractor for their protection, or any rights under any law permitting such persons to look to funds due the Contractor in the hands of the Contracting Agency. The provisions of this paragraph shall be inserted in all subcontracts and material contracts, and notice of its provisions shall be given to all persons furnishing materials for the Work when no formal contract is entered into for such materials. 1-05.11 Final Inspection 1-05.11(1) Substantial Completion Date Section 1-05.11(1) is a new section: When the Contractor considers the Work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer establish the Substantial Completion Date. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. To be considered substantially complete the following conditions must be met: 1. The Contracting Agency must have full and unrestricted use and benefit of the facilities both from the operational and safety standpoint. 2. Only minor incidental Work, replacement of temporary substitute facilities, or correction of repair Work remains to reach physical completion of the Work. The Contractor's request shall list the specific items of Work in subparagraph two above that remains to be completed in order to reach physical completion. The Engineer may also establish the Substantial 20 06/06/2013 Completion Date unilaterally. If after this inspection, the Engineer concurs with the Contractor that the Work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date. If, after this inspection the Engineer does not consider the Work substantially complete and ready for its intended use, the Engineer will, by written notice, so notify the Contractor giving the reasons therefore. Upon receipt of written notice concurring in or denying substantial completion, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the Work necessary to reach Substantial and Physical Completion. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the Work. The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for Final Inspection. 1-05.11(2) Final Inspection and Physical Completion Date Section 1-05.11(2) is a new Section: When the Contractor considers the Work physically complete and ready for Final Inspection, the Contractor, by Written Notice, shall request the Engineer to schedule a final inspection. The Engineer will set a date for Final Inspection. The Engineer and the Contractor will then make a final inspection and the t Engineer will notify the Contractor in writing of all particulars in which the Final Inspection reveals the Work incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective Work shall be pursued vigorously, diligently, and without interruption until physical completion of the listed deficiencies. This process will continue until the Engineer is satisfied the listed deficiencies have been corrected. If action to correct the listed deficiencies is not initiated within 7 days after receipt of the Written Notice listing the deficiencies, the Engineer may, upon Written Notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.8. The Contractor will not be allowed an extension of contract time because of a delay in the performance of the Work attributable to the exercise of the Engineer's right hereunder. Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the Work was considered physically complete, that date shall constitute the Physical Completion Date of the Contract, but shall not imply all the obligations of the Contractor under the Contract have been fulfilled. 1-05.11(3) Operational Testing Section 1-05.11(3) is a new section: Unless otherwise noted in the Contract Documents, the Contractor shall give the Engineer a minimum of 3 working days' notice of the time for each test and inspection. If the inspection is by another authority than the Engineer, the Contractor shall give the Engineer a minimum of 3 working days' notice of the date fixed for such inspection. Required certificates of inspection by other authority than the Engineer shall be secured by the Contractor. It is the intent of the Contracting Agency to have at the Physical Completion Date a complete and operable system. Therefore, when the Work involves the installation of machinery or other mechanical equipment; street lighting, electrical distribution or signal systems; irrigation systems; buildings; or other similar Work, it may be desirable for the Engineer to have the Contractor operate and test the Work for a period of time, after final inspection but prior to the physical completion date. Whenever items of Work are listed in the Contract Provisions for operational testing they shall be fully tested under operating conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date. During and following the test period, the Contractor shall correct any items of workmanship, materials, or equipment which prove faulty, or that are not in first class operating condition. Equipment, 21 _f 06/06/2013 The materials and equipment lists submitted to the Engineer at the Preconstruction Conference shall include the quantity, manufacturer, and model number, if applicable, of materials and equipment to be installed under the Contract. This list will be checked by the Engineer as to conformity with the Contract Documents. The Engineer will review the lists within 10 working days, noting required corrections. The Contractor shall make required corrections and file 2 corrected copies with the Engineer within one week after receipt of required corrections. The Engineer's review and acceptance of the lists shall not relieve the Contractor from responsibility for suitability for the intended purpose, nor for deviations from the Contract Documents. 1-06.2(1) Samples and Tests for Acceptance Section 1-06.2(1) is supplemented a follows: The finished Work shall be in accordance with approved samples. Approval of samples by the Engineer does not relieve the Contractor of responsibility for performance of the Work in accordance with the Contract Documents. 1-06.2(2) Statistical Evaluation of Materials for Acceptance Section 1-06.02(2) is supplemented by adding the following: Unless stated otherwise in the special provisions, statistical evaluation will not be used by the City of Renton. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 1-07.1 Laws to be Observed Section 1-07.1 is supplemented as follows: The Contractor shall erect and properly maintain, at all times, as required by the conditions and progress of the Work, all necessary safeguards for protection of workers and the public; shall post danger signs warning against known or unusual hazards; and shall designate as Safety Supervisor, a responsible employee on the construction site whose duty shall be the enforcement of safety. The name and position of such person so designated shall be reported in writing to the Engineer by the Contractor. The Contractor shall, at all times, enforce strict discipline and good order among all employees and shall" not employ any person unfit or not skilled in the Work assigned to him/her. Necessary sanitation conveniences for the use of the workers on the job, properly secluded from public observation, shall be provided and maintained by the Contractor. In cases of conflict between different safety regulations, the more stringent regulation shall apply. The Washington State Department of Labor and Industries shall be the sole and paramount administrative agency responsible for the administration of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA). The Contractor shall maintain at the project site office, or other well-known place at the project site, all articles necessary for providing first aid to the injured. The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital or doctor's care, and persons, including employees, who may have been injured on the project site. Employees should not be permitted to Work on the project site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or injury resulting from their failure, or improper maintenance, use, or operation. The Contractor shall be solely and completely responsible for the 24 1 06/06/2013 if 0 conditions of the project site, including safety for all persons and property in the performance of the Work. This requirement shall apply continuously, and not be limited to normal working hours. The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures, in, on, or near the project site. 1-07.2 State Sales Tax Delete this section, including its sub -sections, in its entirety and replace it with the following: 1-07.2(1) General The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1- 07.2(1) through 1-07.2(4) are meant to clarify those rules. The Contractor should contact the Washington State Department of Revenue for answers to questions in this area. The Contracting Agency will not adjust its payment if the Contractor bases a bid on a misunderstood tax liability. The Contractor shall include all Contractor -paid taxes in the unit bid prices or other contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(3) describes this exception. The Contracting Agency will pay the retained percentage only if the Contractor has obtained from the Washington State Department of Revenue a certificate showing that all contract -related taxes have been paid (RCW 60.28.050). The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washington State Department of Revenue, whether the amount owed relates to this contract or not. Any amount so deducted will be paid into the proper state fund. 25 06/06/2013 1-07.2(2) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to building, repairing, or improving streets, roads, etc., which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primarily for foot or vehicular traffic. This includes storm or combined sewer systems within and included as part of the street or road drainage system, and power lines when such are part of the roadway lighting system. For Work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the various unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the Work. 1-07.2(3) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, applies to the constructing and repairing of new or existing buildings, or other structures, upon real property. This includes, but is not limited to; the construction of streets, roads, highways, etc., owned by the state of Washington; water mains and their appurtenances; sanitary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system; telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system; and installing or attaching of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation. For Work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract price. The Contracting Agency will automatically add this sales tax to each payment to the Contractor. For this reason, the Contractor shall not include the retail sales tax in the unit bid item prices, or in any other contract amount subject to Rule 170, with the following exception. Exception: The Contracting Agency will not add in sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated into the project. Such sales taxes shall be included in the unit bid item prices or in any other contract amount. 1-07.2(4) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244). 1-07.6 Permits and Licenses Section 1-07.6 is supplemented as follows: The permits, easements, and right of entry documents that have been acquired are available for inspection and review. The Contractor shall be required to comply with all conditions of the permits, easements, and rights of entry, at no additional cost to the Owner. The Contractor is required to indemnify the Owner from claims on all easements and rights of entry. All other permits, licenses, etc., shall be the responsibility of the Contractor. The Contractor shall comply with the special provisions and requirements of each. Permits, permission under franchises, licenses and bonds of a temporary nature necessary for and during the prosecution of the Work, and inspection fees in connection therewith shall be secured and paid for by 26 1 06/06/2013 the Contractor. If the Owner is required to secure such permits, permission under franchises, licenses and bonds, and pay the fees, the costs incurred by the Owner thereby shall be charged against the Contractor and deducted from any funds otherwise due the Contractor. 1-07.9 Wages 1-07.9(5) Required Documents Delete the first sentence of the third paragraph, and replace it with the following: The Contractor must submit weekly -certified payrolls for the Contractor and all subcontractors and lower tier subcontractors, regardless of project's funding source. 1-07.11 Requirements for Non -Discrimination 1-07.11(11) City of Renton Affidavit of Compliance Section 1-07.11(11) is new: Each Contractor, Subcontractor, Consultant, and or Supplier shall complete and submit a copy of the "City of Renton Fair Practices Policy Affidavit of Compliance". A copy of this document will be bound in the bid documents. 1-07.12 Federal Agency Inspection Section 1-07.12 is supplemented with the following: Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this contract; provided, however, that if any of the provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, then the Washington State Law shall prevail. The provisions of FHWA 1273, as amended, included in this contract require that the Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be included in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates. The Contractor shall also ensure that this Section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for subcontractors and lower tier subcontractors. For this purpose, upon request to the Project Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision. 1-07.13 Contractor's Responsibility for Work 1-07.13(1) General Section 1-07.13(1) is supplemented as follows: During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the Work as shall not be damaged thereby. No portion of the Work whose satisfactory quality or efficiency will be affected by unfavorable conditions shall be constructed while these conditions exist, unless the Contractor shall be able to overcome said unfavorable conditions by special means or precautions acceptable to the Engineer,. 1-07.15 Temporary Water Pollution/Erosion Control Delete the first paragraph, and replace it with the following: In an effort to prevent, control, and stop water pollution and erosion within the project, thereby protecting the Work, nearby land, streams, and other bodies of water, the Contractor shall perform all Work in strict accordance with all Federal, State, and local laws and regulations governing waters of the State, as well as permits acquired for the project. 1-07.16 Protection and Restoration of Property 27 I 06/06/2013 I 1-08.0(3) Reimbursement for Overtime Work of Contracting Agency Employees Section 1-08.0(3) is a new subsection: Where the Contractor elects to Work on a Saturday, Sunday, holiday, or longer than an 8-hour Work shift on a regular working day, as defined in the Standard Specifications, such Work shall be considered as overtime Work. On all such overtime Work an inspector will be present, and a survey crew may be required at the discretion of the Engineer. The Contractor shall reimburse the Contracting Agency for the full amount of the straight time plus overtime costs for employees and representative(s) of the Contracting Agency required to Work overtime hours. The Contractor by these Specifications does hereby authorize the Engineer to deduct such costs from the amount due or to become due the Contractor. 1-08.1 Subcontracting Revise the second paragraph to read: The Contractor shall not subcontract Work unless the Engineer approves in writing. Each request to subcontract shall be on the form the Engineer provides. If the Engineer requests, the Contractor shall provide proof that subcontractor has the experience, ability, and equipment the Work requires. The Contractor shall require each subcontractor to comply with Section 1-07.9 and to furnish all certificates and statements required by the Contract. The Contractor shall require each subcontractor of every tier to meet the responsibility criteria stated in RCW 39.06, and shall include these requirements in every subcontract of every tier. Section 1-08.1 is supplemented as follows: Written requests for change in subcontractors shall be submitted by the Contractor to the Engineer at least 7 calendar days prior to start of a subcontractor's Work. The Contractor agrees that he/she is fully responsible to the Owner for the acts and omissions of all subcontractors and lower -tier subcontractors, and persons either directly or indirectly employed by the subcontractors, as well as for the acts and omissions of persons directly employed by the Contractor. The Contractor shall be required to give personal attention to the Work that is sublet. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the Owner. The Contractor shall be responsible for making sure all subcontractors submit all required documentation, forms, etc. 1-08.2 Assignment The second paragraph of Section 1-08.2 is modified as follows: The Contractor shall not assign any moneys due or to become due to the Contractor hereunder without the prior written consent of the Owner. The assignment, if approved, shall be subject to all setoffs, withholdings, and deductions required by law and the Contract. 1-08.3 Progress Schedule Section 1-08.3 is supplemented as follows: The progress schedule for the entire project shall be submitted 7 calendar days prior to the Preconstruction Conference. The schedule shall be prepared using the critical path method (CPM), preferably using Microsoft Project or equivalent software. The schedule shall contain this information, at a minimum: 1. Construction activities, in sufficient detail that all activities necessary to construct a complete and functional project are considered. Any activity that has a scheduled duration exceeding 30 calendar days shall be subdivided until no sub -element has a duration exceeding 30 calendar days. The schedule shall clearly indicate the activities that comprise the critical path. For each activity not on the critical path, the schedule shall show the float, or slack, time. 2. Procurement of material and equipment. 3. Submittals requiring review by the Engineer. Submittal by the Contractor and review by the Engineer shall be shown as separate activities. 4. Work to be performed by a subcontractor, agent, or any third party. I1, a I I i .1 38 1 06/06/2013 1 5. Allowances for delays that could result from normal inclement weather (time extensions due to inclement weather will not be allowed). 6. Allowances for the time required by utilities (Owner's and others) to locate, monitor, and adjust their facilities as required. The Engineer may request the Contractor to alter the progress schedule when deemed necessary in the opinion of the Engineer, in the interest of public safety and welfare of the Owner, or for coordination with any other activity of other contractors, the availability of all or portions of the job site, or special provisions of this Contract, or to reasonably meet the completion date of the project. The Contractor shall provide such revised schedule within 10 days of request. If, at any time, in the opinion of the Engineer, the progress of construction falls significantly behind schedule, the Contractor may be required to submit a plan for regaining progress and a revised schedule indicating how the remaining Work items will be completed within the authorized contract time. The Contractor shall promptly report to the Engineer any conditions that the Contractor feels will require + revision of the schedule and shall promptly submit proposed revisions in the progress schedule for acceptance by the Engineer. When such changes are accepted by the Engineer, the revised schedule shall be followed by the Contractor. Weekly Schedule. The Contractor shall submit a weekly progress schedule to the Engineer which sets forth specific Work to be performed the following week, and a tentative schedule for the second week. Failure to Maintain Progress Schedule. The Engineer will check actual progress of the Work against the progress schedule a minimum of two times per month. Failure, without just cause, to maintain progress in accordance with the approved schedule shall constitute a breach of Contract. If, through no fault of the Contractor, the proposed construction schedule cannot be met, the Engineer will require the Contractor to submit a revised schedule to the Engineer for acceptance. The approved revisions will thereafter, in all respects, apply in lieu of the original schedule. Failure of the Contractor to follow the progress schedule submitted and accepted, including revisions thereof, shall relieve the Owner of any and all responsibility for furnishing and making available all or any portion of the job site, and will relieve the Owner of any responsibility for delays to the Contractor in the performance of the Work. The cost of preparing the progress schedule, any supplementary progress schedules, and weekly schedules shall be considered incidental to the Contract and no other compensation shall be made. 1-08.4 Notice to Proceed and Prosecution of the Work Section 1-08.4 is replaced with the following: Notice to Proceed will be given after the Contract has been executed and the Contract bond and evidence of insurances have been approved and filed by the Owner. 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 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. There shall be no voluntary shutdowns or slowing of operations by the Contractor without prior approval of the Engineer. Such approval shall not relieve the Contractor from the contractual obligation to complete the Work within the prescribed Contract Time. 1-08.5 Time For Completion The first five paragraphs of Section 1-08.5 are deleted and replaced with the following: The Work shall be physically completed in its entirety within the time specified in the Contract Documents or as extended by the Engineer. The Contract Time will be stated in "working days", shall begin on the Notice To Proceed date, or the date identified in the Notice to Proceed as "the first working day", and shall end on the Contract Completion date. A non -working day is defined as a Saturday, a Sunday, a day on which the Contract specifically suspends Work, or one of these holidays: January 1, third Monday of January, Memorial Day, July 4, Labor Day, November 11, Thanksgiving Day, the day after Thanksgiving, and Christmas Day. The day before 1 39 06/06/2013 Christmas shall be a holiday when Christmas Day occurs on a Tuesday or Friday. The day after Christmas shall be a holiday when Christmas Day occurs on a Monday, Wednesday, or Thursday. When Christmas Day occurs on a Saturday, the two preceding working days shall be observed as holidays. When Christmas day occurs on a Sunday, the two working days following shall be observed as holidays. When holidays other than Christmas fall on a Saturday, the preceding Friday will be counted as a non -working day and when they fall on a Sunday the following Monday will be counted as a non -working day. The Contract Time has been established to allow for periods of normal inclement weather that, from historical records, is to be expected during the Contract Time, and during which periods, Work is anticipated to be performed. Each successive working day, beginning with the Notice to Proceed date and ending with the Physical Completion date, shall be charged to the Contract Time as it occurs except a day, or part of a day, which is designated a non -working day or an Engineer determined unworkable day. Because the City will be closed and the employees furloughed, the following dates shall also be considered non -working days; Friday, May 22, 2009; Friday, September 4, 2009; Monday, October 12, 2009; and Wednesday, November 25, 2009. The Engineer will furnish the Contractor a weekly report showing (1) the number of working days charged against the Contract Time for the preceding week; (2) the Contract Time in working days; (3) the number of working days remaining in the Contract Time; (4) the number of non -working days; and (5) any partial or whole days the Engineer declared unworkable the previous week. This weekly report will be correlated with the Contractor's current approved progress schedule. If the Contractor elects to work 10 hours a day and 4 days a week (a 4-10 schedule), and the fifth day of the week in which a 4-10 shift is worked would ordinarily be charged as a working day, then the fifth day of that week will be charged as a working day whether or not the Contractor works on that day. The Contractor will be allowed 10 calendar days from the date of each report in which to file a written protest of an alleged discrepancy in the Contract Time as reported. Otherwise, the report will be deemed to have been accepted by the, Contractor as correct. The requirements for scheduling the Final Inspection and establishing the Substantial Completion, Physical Completion, and Completion Dates are specified in Sections 1-05.11 and 1-05.12. Revise the seventh paragraph to read: The Engineer will give the Contractor written notice of the completion date of the Contract after all the Contractor's obligations under the Contract have been performed by the Contractor. The following events must occur before the Completion Date can be established: 1. The physical Work on the project must be complete; and 2. The Contractor must furnish all documentation required by the Contract and required by law, to allow the Contracting Agency to process final acceptance of the Contract. The following documents must be received by the Project Engineer prior to establishing a completion date: a. Certified Payrolls (Federal -aid Projects) b. Material Acceptance Certification Documents c. Annual Report of Amounts Paid as MBE/WBE Participants or Quarterly Report of Amounts Credited as DBE Participation, as required by the Contract Provisions. d. FHWA 47 (Federal -aid Projects) e. Final Contract Voucher Certification f. Property owner releases per Section 1-07.24 Section 1-08.5 is supplemented as follows: Within 10 calendar days after execution of the Contract by the Contracting Agency, the Contractor shall provide the Contracting Agency with copies of purchase orders for all equipment items deemed critical by the Contracting Agency, including but not limited to signal controller materials, lighting standards, and signal standards required for the physical completion of the Contract. Such purchase orders shall disclose 40 1 06/06/2013 the estimated delivery dates for the equipment. All items of Work that can be performed without deliver of the critical items shall start and be p Y completed as soon as possible. At that time, the Engineer may suspend the Work upon request of the Contractor until the critical items are delivered to the Contractor, if the Contracting Agency received a purchase order within 10 calendar days after execution of the Contract by the Contracting Agency. The Contractor will be entitled to only one such suspension of time during the performance of the Work and during such suspension shall not perform any additional Work on the project. Upon delivery of the critical items, contract time will resume and continue to be charged in accordance with Section 1-08. 1-08.6 Suspension of Work Section 1-08.6 is supplemented as follows: Owner may at any time suspend the Work, or any part thereof, by giving notice to the Contractor in writing. The Work shall be resumed by the Contractor within 14 calendar days after the date fixed in the written notice from the Owner to the Contractor to do so. The Contractor shall not suspend Work under the Contract without the written order of the Owner. If it has been determined that the Contractor is entitled to an extension of time, the amount of such extension shall be only to compensate for direct delays, and shall be based upon the Contractor's diligently pursuing the Work at a rate not less than that which would have been necessary to complete the original Contract Work on time. 1-08.7 Maintenance During Suspension Revise the second paragraph to read: (******) At no expense to the Contracting Agency, the Contractor shall provide through the construction area a safe, smooth, and unobstructed roadway, sidewalk, driveway, and path for public use during suspension (as required in Section 1-07.23 or the Special Provisions). This may include a temporary road or detour. 1-08.9 Liquidated Damages Section 1-08.9 is supplemented as follows: (******) In addition, the Contractor shall compensate the Owner for actual engineering inspection and supervision costs and any other expenses and legal fees incurred by the Owner as a result of such delay. Such labor costs will be billed to the Contractor at actual costs, including administrative overhead costs. In the event that the Owner is required to commence any lawsuit in order to enforce any provision of this Contract or to seek redress for any breach thereof, the Owner shall be entitled to recover its costs, including reasonable attorneys fees, from the Contractor. 1-08.11 Contractor's Plant and Equipment Section 1-08.11 is a new Section: (******) The Contractor alone shall at all times be responsible for the adequacy, efficiency, and sufficiency of his and his subcontractor's plant and equipment. The Owner shall have the right to make use of the Contractor's plant and equipment in the performance of any Work on the site of the Work. The use by the Owner of such plant and equipment shall be considered as extra Work and paid for accordingly. Neither the Owner nor the Engineer assumes any responsibility, at any time, for the security of the site from the time the Contractor's operations have commenced until final acceptance of the Work by the Engineer and the Owner. The Contractor shall employ such measures as additional fencing, barricades, and watchmen service, as he deems necessary for the public safety and for the protection of the site and his plant and equipment. The Owner will be provided keys for all fenced, secured areas. I 1 41 06/06/2013 1-08.12 Attention to Work Section 1-08.12 is a new section: The Contractor shall give his personal attention to and shall supervise the Work to the end that it shall be prosecuted faithfully, and when he is not personally present on the Work site, he shall at all times be represented by a competent superintendent who shall have full authority to execute the same, and to supply materials, tools, and labor without delay, and who shall be the legal representative of the Contractor. The Contractor shall be liable for the faithful observance of any instructions delivered to him or to his authorized representative. 1-09 MEASUREMENT AND PAYMENT 1-09.1 Measurement of Quantities Section 1-09.1 is supplemented by adding the following: Lump Sum. The percentage of lump sum Work completed, and payment will be based on the cost percentage breakdown of the lump sum bid price(s) submitted at the preconstruction conference. The Contractor shall submit a breakdown of costs for each lump sum bid item. The breakdown shall list the items included in the lump sum together with a unit price of labor, materials, and equipment for each item. The summation of the detailed unit prices for each item shall add up to the lump sum bid. The unit price values may be used as a guideline for determining progress payments or deductions or additions in payment for ordered Work changes. Cubic Yard Quantities. The Contractor shall provide truck trip tickets for progress payments only in the following manner. Where items are specified to be paid by the cubic yard, the following tally system shall be used. All trucks to be employed on this Work will be measured to determine the volume of each truck. Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered on the project. All tickets received that do not contain the following information will not be processed for payment: 1 Truck number 2 Quantity and type of material delivered in cubic yards 3 Drivers name, date and time of delivery 4 Location of delivery, by street and stationing on each street 5 Place for the Engineer to acknowledge receipt 6 Pay item number 7 Contract number and/or name It will be the Contractor's responsibility to see that a ticket is given to the Engineer on the project for each truckload of material delivered. Pay quantities will be prepared on the basis of said tally tickets. Loads will be checked by the Engineer to verify quantity shown on ticket. Quantities by Ton. It will be the Contractor's responsibility to see that a certified weight ticket is given to the Inspector on the project at the time of delivery of materials for each truckload delivered. Pay quantities will be prepared on the basis of said tally tickets, delivered to Inspector at time of delivery of materials. Tickets not receipted by Inspector will not be honored for payment. Each truck shall be clearly numbered to the satisfaction of the Engineer and there shall be no duplication of numbers. Duplicate tickets shall be prepared to accompany each truckload of material delivered to the project. All tickets received that do not contain the following information will not be processed for payment: 1. Truck number 2. Truck tare weight (stamped at source) 3. Gross truckload weight in tons (stamped at source) EAya 06/06/2013 4. Net load weight (stamped at source) 5. Driver's name, date, and time of delivery 6. Location for delivery by street and stationing on each street 7. Place for the Engineer to acknowledge receipt 8. Pay item number 9. Contract number and/or name 1-09.3 Scope of Payment Section 1-09.3 is supplemented by adding the following: The bid items listed in Section 1-09.14 will be the only items for which compensation will be made for the Work described in each section of the Standard Specifications when the Contractor performs the specified Work. Should a bid item be listed in a "Payment" clause but not in the Proposal Form, and Work for that item is performed by the Contractor and the Work is not stated as included in or incidental to a pay item in the Contract and is not Work that would be required to complete the intent of the Contract per Section 1-04.1, then payment for that Work will be made as for Extra Work pursuant to a Change Order. The words "Bid Item;' "Contract Item," and "Pay Item;' and similar terms used throughout the Contract Documents are synonymous. If the "payment" clause in the Specifications relating to any unit bid item price in the Proposal Form requires that said unit bid item price cover and be considered compensation for certain Work or material essential to the item, then the Work or material will not be measured or paid for under any other unit bid item which may appear elsewhere in the Proposal Form or Specifications. Pluralized unit bid items appearing in these Specifications are changed to singular form. Payment for bid items listed or referenced in the "Payment" clause of any particular section of the Specifications shall be considered as including all of the Work required, specified, or described in that particular section. Payment items will generally be listed generically in the Specifications, and specifically in the bid form. When items are to be "furnished" under one payment item and "installed" under another payment item, such items shall be furnished FOB project site, or, if specified in the Special Provisions, delivered to a designated site. Materials to be "furnished," or "furnished and installed" under these conditions, shall be the responsibility of the Contractor with regard to storage until such items are incorporated into the Work or, if such items are not to be incorporated into the Work, delivered to the applicable Contracting Agency storage site when provided for in the Specifications. Payment for material "furnished," but not yet incorporated into the Work, may be made on monthly estimates to the extent allowed. 1-09.6 Force Account Section 1-09.6 is supplemented as follows: Owner has estimated and included in the proposal, dollar amounts for all items to be paid per force account, only to provide a common proposal for Bidders. All such dollar amounts are to become a part of the Contractor's total bid. However, the Owner does not warrant expressly or by implication that the actual amount of Work will correspond with those estimates. Payment will be made on the basis of the amount of Work actually authorized by the Engineer. 1-09.7 Mobilization Section 1-09.7 is supplemented as follows: Mobilization shall also include, but not be limited to, the following items: the movement of Contractor's personnel, equipment, supplies, and incidentals to the project site; the establishment of an office, buildings, and other facilities necessary for Work on the project; providing sanitary facilities for the Contractor's personnel; and obtaining permits or licenses required to complete the project not furnished by the Owner. This item shall also include providing the Engineer and the Inspectors with access to telephone, facsimile machine, and copy machine during all hours the Contractor is working on the jobsite; and a table and 43 06/06/2013 chair for their use when needed. Payment will be made for the following bid item(s): "Mobilization & Demobilization," Lump Sum. 1-09.9 Payments Delete the third paragraph and replace it with the following: Progress payments for completed Work and material on hand will be based upon progress estimates prepared by the Engineer. A progress estimate cutoff date will be established at the preconstruction meeting. The initial progress estimate will be made not later than 30 days after the Contractor commences the Work, and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the Work are tentative, and made only for the purpose of determining progress payment. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: 1. Unit Price Items in the Bid Form — the approximate quantity of acceptable units of Work completed multiplied by the unit price. 2. Lump Sum Items in the Bid Form — the estimated percentage complete multiplied by the Bid Forms amount for each lump sum item, or per the schedule of values for that item. 3. Materials on Hand — 100 percent of invoiced cost of material delivered to job site or other storage area approved by the Engineer. 4. Change Orders — entitlement for approved extra cost or completed extra Work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: 1. Retainage per Section 1-09.9(1); 2. The amount of Progress Payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. Progress payments for Work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any Work has been satisfactorily completed. Payments will be made by check or electronic transfer, issued by the Contracting Agency's fiscal officer, against the appropriate fund source for the project. Payments received on account of Work performed by a subcontractor are subject to the provisions of RCW 39.04.250. Section 1-09.9 is supplemented as follows: Applications for payment shall be itemized and supported to the extent required by the Engineer by receipts or other vouchers showing payment for materials and labor, payments to subcontractors, and other such evidence of the Contractor's right to payment as the Engineer may direct. The Contractor shall submit a progress report with each monthly request for a progress payment. The progress report shall indicate the estimated percent complete for each activity listed on the progress schedule (see Section 1-08.3). 44 I 06/06/2013 I I G rN I I 1-09.9(1) Retainage Section 1-09.9(1) is supplemented as follows: The retained amount shall be released as stated in the Standard Specifications if no claims have been filed against such funds as provided by law, and if the Owner has no unsatisfied claims against the Contractor. In the event claims are filed, the Owner shall withhold, until such claims are satisfied, a sum sufficient to satisfy all claims and to pay attorney's fees. In addition, the Owner shall withhold such amount as is required to satisfy any claims by the Owner against the Contractor, until such claims have been finally settled. Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if requested, delivers to the Owner a complete release of all liens arising out of this Contract, or receipts in full in lieu thereof, and, if required in either case, an affidavit that so far as the Contractor has knowledge or information, the release and receipts include all labor and materials for which a lien could be filed: but the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactorily to the Engineer to indemnify the Owner against the lien. If any lien remains unsatisfied after all payments are made, the Contractor shall reimburse to the Owner all monies that the latter may be compelled to pay in discharging such lien, including all costs and reasonable engineer's and attorney's fees. 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts Section 1-09.9(2) is a new section: In addition to monies retained pursuant to RCW 60.28 and subject to RCW 39.04.250, RCW 39.12 and RCW 39.76, the Contractor authorizes the Engineer to withhold progress payments due or deduct an amount from any payment or payments due the Contractor which, in the Engineer's opinion, may be necessary to cover the Contracting Agency's costs for or to remedy the following situations: 1. Damage to another contractor when there is evidence thereof and a claim has been filed. 2. Where the Contractor has not paid fees or charges to public authorities of municipalities, which the Contractor is obligated to pay. 3. Utilizing material tested and inspected by the Engineer, for purposes not connected with the Work (Section 1-05.6). 4. Landscape damage assessments per Section 1-07.16. 5. For overtime Work performed by City personnel per Section 1-08.1(4). 6. Anticipated or actual failure of the Contractor to complete the Work on time: a. Per Section 1-08.9 Liquidated Damages; or b. Lack of construction progress based upon the Engineer's review of the Contractor's approved progress schedule, which indicates the Work will not be complete within the contract time. When calculating an anticipated time overrun, the Engineer will make allowances for weather delays, approved unavoidable delays, and suspensions of the Work. The amount withheld under this subparagraph will be based upon the liquidated damages amount per day set forth in Contract Documents multiplied by the number of days the Contractor's approved progress schedule, in the opinion of the Engineer, indicates the Contract may exceed the Contract Time. 7. Failure of the Contractor to perform any of the Contractor's other obligations under the Contract, including but not limited to: a. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. b. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. c. Failure of the Contractor to correct defective or unauthorized Work (Section 1-05.8). d. Failure of the Contractor to furnish a Manufacture's Certificate of Compliance in lieu of material testing and inspection as required by Section 1-06.3. e. Failure to submit weekly payrolls, Intent to Pay Prevailing Wage forms, or correct underpayment to employees of the Contractor or subcontractor of any tier as required by Section 1-07.9. f. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. g. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. 45 06/06/20 ] 3 The Contractor authorizes the Engineer to act as agent for the Contractor disbursing such funds as have been withheld pursuant to this Section to a party or parties who are entitled to payment. Disbursement of such funds, if the Engineer elects to do so will be made only after giving the Contractor 15 calendar days prior written notice of the Contracting Agency's intent to do so, and if prior to the expiration of the 15-calendar day period, 1. No legal action has commenced to resolve the validity of the claims, and 2. The Contractor has not protested such disbursement. A proper accounting of all funds disbursed on behalf of the Contractor in accordance with this Section will be made. A payment made pursuant to this section shall be considered as payment made under the terms and conditions of the Contract. The Contracting Agency shall not be liable to the Contractor for such payment made in good faith. 1-09.9(3) Final Payment Section 1-09.9(2) is a new section: Upon Acceptance of the Work by the Contracting Agency, the final amount to be paid the Contactor will be calculated based upon a Final Progress Estimate made by the Engineer. Acceptance by the Contractor of the final payment shall be and shall operate as a release: 1. To the Contracting Agency of all claims and all liabilities of the Contractor, other than claims in stated amounts as may be specifically excepted in writing by the Contractor; 2. For all things done or furnished in connection with the Work; 3. For every act and neglect by the Contracting Agency; and 4. For all other claims and liability relating to or arising out of the Work. A payment (monthly, final, retainage, or otherwise) shall not release the Contractor or the Contractor's Surety from any obligation required under the terms of the Contract Documents or the Contract Bond; nor shall such payment constitute a waiver of the Contracting Agency's ability to investigate and act upon findings of non-compliance with the WMBE requirements of the Contract; nor shall such payment preclude the Contracting Agency from recovering damages, setting penalties, or obtaining such other remedies as may be permitted by law. Before the Work will be accepted by the Contracting Agency, the Contractor shall submit an affidavit, on the form provided by the Engineer, of amounts paid to certified disadvantaged (DB), minority (MBE) or women business enterprises (WBE) participating in the Work. Such affidavit shall certify the amounts paid to the DB, MBE or WBE subcontractors regardless of tier. On federally funded projects the Contractor may also be required to execute and furnish the Contracting Agency an affidavit certifying that the Contractor has not extended any loans, gratuity or gift and money pursuant to Section 1-07.19 of these Specifications. If the Contractor fails, refuses, or is unable to sign and return the Final Progress Estimate or any other documents required for the final acceptance of the Contract, the Contracting Agency reserves the right to establish a completion date and unilaterally accept the Contract. Unilateral acceptance will occur only after the Contractor has been provided the opportunity, by written request from the Engineer, to voluntarily submit such documents. If voluntary compliance is not achieved, formal notification of the impending unilateral acceptance will be provided by certified letter from the Engineer to the Contractor that will provide 30 calendar days for the Contractor to submit the necessary documents. The 30- calendar day deadline shall begin on the date of the postmark of the certified letter from the Engineer requesting the necessary documents. This reservation by the Contracting Agency to unilaterally accept the Contract will apply to contracts that are completed in accordance with Section 1-08.5 for contracts that are terminated in accordance with Section 1-08.10. Unilateral acceptance of the Contract by the Contracting Agency does not in any way relieve the Contractor of the provisions under contract or of the responsibility to comply with all laws, ordinances, and federal, state, and local regulations that affect the Contract. The date the Contracting Agency unilaterally signs the Final Progress Estimate constitutes the final acceptance date (Section 1-05.12). 1-09.11 Disputes and Claims 1-09.11(2) Claims Paragraph 5 is revised as follows: 46 06/06/2013 Failure to submit with the Final Application for Payment such information and details as described in this section for any claim shall operate as a waiver of the claims by the Contractor as provided in Section 1- 09.9. ' 1-09.11(3) Time Limitations and Jurisdiction Paragraph 1, Sentence 1 is revised as follows: ...such claims or causes of action shall be brought in the Superior Court of the -county where the Work is performed. 1-09.13 Claims and Resolutions 1-09.13(3) Claims $250,000 or Less Delete this Section and replace it with the following: The Contractor and the Contracting Agency mutually agree that those claims that total $250,000 or less, submitted in accordance with Section 1-09.11 and not resolved by nonbonding ADR processes, shall be resolved through litigation, unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-09.13(3)A Administration of Arbitration Revise the third paragraph to read: The Contracting Agency and the Contractor mutually agree to be bound by the decision of the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of the county in which the Contracting Akency's headquarters are located. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the Contract as a basis for decisions. 1-09.13(3)B Procedures to Pursue Arbitration Section 1-09.13(3)B is supplemented by adding: The findings and decision of the board of arbitrators shall be final and binding on the parties, unless the aggrieved party, within 10 days, challenges the findings and decision by serving and filing a petition for review by the superior court of King County, Washington. The grounds for the petition for review are limited to showing that the findings and decision: 1. Are not responsive to the questions submitted; 2. Is contrary to the terms of the contract or any component thereof; 3. Is arbitrary and/or is not based upon the applicable facts and the law controlling the issues submitted to arbitration. The board of arbitrators shall support its decision by setting forth in writing their findings and conclusions based on the evidence adduced at any such hearing. The arbitration shall be conducted in accordance with the statutes of the State of Washington and court decisions governing such procedure. The costs of such arbitration shall be borne equally by the City and the Contractor unless it is the board's majority opinion that the Contractor's filing of the protest or action is capricious or without reasonable ' foundation. In the latter case, all costs shall be borne by the Contractor. 1-09.14 Payment Schedule Measurement and Payment Schedule for Bid Items in This Project Proposal Section 1-09.14 is a new section: GENERAL ' 1-09.14(1) Scope Section 1-09.14(1) is a new section: ' A. Payment for the various items of the bid sheets, as further specified herein, shall include all 1 47 06/06/2013 compensation to be received by the Contractor for furnishing all tools, equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals appurtenant to the items of Work being described, as necessary to complete the various items of the Work all in accordance with the requirements of the Contract Documents, including all appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedules, and all costs therefore shall be included in the prices named in the Bid Schedules for the various appurtenant items of Work. B. The Owner shall not pay for material quantities, which exceed the actual measured amount used and approved by the Engineer. C. It is the intention of these specifications that performance of work under bid items shall result in complete construction, in proper operating condition, of improvements identified in these written specifications and accompanying plans. Work and material not specifically listed in the proposal but required in the Plans, Specifications, and general construction practice, shall be included in the bid price. No separate payment will be made for these incidental items. 1-09.14(2) Bid Items 1-09.14(2)A Mobilization & Demobilization (Bid Item 1) Section 1-09.14(2)A is a new section: Measurement for mobilization & demobilization, shall be lump sum. The lump sum price shown shall cover the complete cost of furnishing and installing, complete and in -place all Work and materials necessary to move and organize equipment and personnel onto the job site, provide and maintain all necessary support facilities and utilities, obtain all necessary permits and licenses, prepare the site for construction operations, and maintain the site and surrounding areas during construction, provide protection of existing utilities, provide component and system testing, final clean-up of the site, and move all personnel and equipment off the site after contract completion. Payment for mobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction) based on the percent of completed Work as defined in the Standard Specifications for Road, Bridge, and Municipal Construction (WSDOT) for mobilization. Payment for the remaining 20% will be made upon completion and final clean up of the construction site. Such payment will be complete compensation for all mobilization of employees, equipment and materials, preparation of all necessary submittals, bonds, insurance, site improvements, clean-up etc. all in conformance with the Contract Documents. This bid item may not be more than ten percent (10%) of the total amount of Bid. 1-09.14(2)B Trench Excavation Safety Systems (Bid Item 2) Section 1-09.14(2)B is a new Section: Measurement for trench excavation safety systems will be based on a percentage defined as the amount of sanitary sewer pipelines installed divided by the total length of sanitary sewer pipe shown to be installed. Payment for trench excavation safety systems will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all 48 ' 06/06/2013 equipment, labor, materials, hauling, planning, design, engineering, submittals, furnishing and constructing and removal and disposal of such temporary sheeting, shoring, and bracing complete as required under the provisions of any permits and in the requirements of OSHA and RCW Chapter 49.17, ' etc., required to complete this item of Work in conformance with the Contract Documents. ' 1-09.14(2)C Construction Surveying, Staking, and As-Builts (Bid Item 3) Section 1-09.14(2)C is a new section: ' Measurement for construction surveying, staking and as -built information will be based on the percentage of total Work complete, by dollar value, at the time of measurement. ' Payment for construction surveying, staking and as -built information will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, equipment, travel, surveying needed to construct the improvements to the line and grade as shown on the Plans, to provide the required construction and as - constructed field (as -built information) notes and drawings, etc. required to complete this item of Work in conformance with the Contract Documents. No more than 50% of the bid amount for this item shall ' be paid prior to the review and acceptance of the as -constructed information by the Engineer. 1-09.14(2)D Traffic Control (Bid Item 4) ' Section 1-09.14(2)D is a new section: Measurement for traffic control Work will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for traffic control for Work will be made at the measured percentage amount for the pay period times the lump sum amount bid, said payment will be complete compensation for all labor, materials, ' equipment, preparing and conforming to the approved Traffic Control Plan, provide for public convenience and safety, detours, flagging, barricades, sequential arrow boards, signs, traffic control devices, temporary striping, cleanup, etc. required to complete this item of Work in conformance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD). 1-09.14(2)E Temporary Erosion/Sedimentation Controls (Bid Item 5) ' Section 1-09.14(2)E is a new section: Measurement for temporary erosion/sediment control(s) will be based on the percentage of total Work complete, by dollar value, at the time of measurement. Payment for temporary erosion/sedimentation control(s) will be at the lump sum amount bid, which payment shall be complete compensation for all labor, materials, equipment, straw -bale dikes, silt ' fencing, plastic sheeting, etc. required to complete this item of Work in conformance with Contract Documents. 1-09.14(2)F Landscape Restoration (Bid Item 6) Section 1-09.14(2)F is a new section: Measurement for landscape restoration Work will be based on the percentage of Work complete under this bid item at the time of measurement. Payment for landscape restoration will be made at the unit price bid per lump sum, which payment will be complete compensation for all labor, equipment, materials, hauling, excavation, sod, grass seed, 1 49 06/06/2013 topsoil, landscape bark, tree removal and replacement, trees, preparation, compaction, watering, restoration, etc. required to compete this item in conformance with the Contract Documents. 1-09.14(2)G Television Inspection of Sanitary Sewers (Bid Item 7) Section 1-09.14(2)G is a new section: Measurement for television inspection of the new sanitary sewers will be based on the lineal feet of pipe inspected. Payment for television inspection of the new sanitary sewers in accordance with the specifications will be made at the amount bid per linear foot, which payment will be considered complete compensation for all labor, materials, equipment to perform television inspection and preparation of DVD records of all new sanitary sewers constructed as part of the project and provision of the record DVDs to the Engineer. 1-09.14(2)H Furnish and Install 8-inch PVC Sewer Pipe (Bid Item 8) Section 1-09.14(2)H is a new section: Measurement for furnishing and installing 8-inch diameter PVC sewer pipe will be based on lineal footage measured horizontally over the centerline of the installed pipe. Payment for "Furnish and Install 8-inch PVC Sewer Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, hauling, pavement cutting, pavement removal, removal of existing clean outs, excavation, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, bypass pumping, removal and disposal of waste material including existing pipes and structures in the excavation, pipe of the size and type required (main line and side sewer), fittings of the size and type required (for side sewer reconnection), gaskets, Fernco style couplings, installation, laying and joining pipe and fittings, bedding, and pipe zone fill material, appurtenances, removal and disposal of subsequent backfill (native) materials, compaction, water, grading, cleaning, and temporary pavement patching, etc. required to complete the Work in accordance with the Contract Documents. Select imported backfill materials are included in other bid items (See Bid Item 13). 1-09.14(2)1 Furnish and Install 54-inch Diam. Sanitary Sewer Manhole (Bid Item 9) Section 1-09.14(2)1 is a new section: Measurement for furnishing and installing 54-inch sanitary sewer manholes will be per each for each type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing 54-inch sanitary sewer manholes will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, precast or poured -in -place concrete base, concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to grade, ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes, Fernco style couplings, stockpile and placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Items 13). 1-09.14(2)J Furnish and Install Shallow Sanitary Sewer Manhole (Bid Item 10) Section 1-09.14(2)J is a new section: 50 ' 06/06/2013 Measurement for furnishing and installing shallow sanitary sewer manholes will be per each for each type manhole installed in conformance with the Contract Documents. Payment for furnishing and installing shallow sanitary sewer manholes will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing pipes and structures in the excavation, foundation material, concrete base, precast concrete manhole sections, gaskets, coating system (sealer), manhole frame and lid, installation, adjustment of frames to ' grade, ladder and rungs, appurtenances, connections, channeling, reconnection to existing sewer pipes, Fernco style couplings, stockpile and placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and testing, etc. required to complete all manholes in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Items 13). ' 1-09.14(2)K Furnish and Install Sanitary Sewer Cleanout (Bid Item 11) Section 1-09.14(2)K is a new section: Measurement for furnishing and installing sanitary sewer cleanout will be per each for each type cleanout installed in conformance with the Contract Documents. Payment for furnishing and installing sanitary sewer cleanout will be made at the unit price bid per each, ' which payment will be complete compensation for all labor, equipment, materials, hauling, pavement cutting, pavement removal, dewatering, locating all existing utilities and potholing in advance for horizontal and vertical location, excavation, removal and disposal of waste material including existing ' pipes and structures in the excavation, foundation material, pipe, fittings, cleanout frame and lid, installation, adjustment of frames to grade, appurtenances, connections, stockpile and placement of subsequent backfill (native) materials, compaction, water, cleaning, temporary pavement patching, and ' testing, etc. required to complete all cleanouts in conformance with the Contract Documents. Select imported backfill materials are included in other bid items (see Bid Items 13). 1-09.14(2)L Removal and Replacement of Unsuitable Foundation Material (Bid Item 12) Section 1-09.14(2)L is a new section: Measurement for removal and replacement of unsuitable foundation material shall be measured in tons ' based on the placed weight of material installed. Placement of foundation material will be measured only for the area(s) authorized by the Engineer. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the ' measurement or payment. Payment for removal and replacement of unsuitable foundation material will be made at the amount bid per ton, which payment will be complete compensation for all, labor, materials, equipment, excavation, foundation materials, haul, placement, water, compaction, removal and disposal of waste material, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)M Select Imported Trench Backfill (Bid Item 13) Section 1-09.14(2)M is a new section: Measurement for select imported backfill shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be ' given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of 1 51 06/06/2013 the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for select imported backfill will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)N Crushed Surfacing Top Course (CSTC) (Bid Item 14) Section 1-09.14(2)N is a new section: Measurement for crushed surfacing top course shall be measured in tons based on the weight of material installed into the Work. Certified weight tickets shall accompany each load, a copy of tickets shall be given to the Engineer daily. Wasted materials will not be included in the measurement or payment. Only materials placed within the pay limits shown will be considered for payment. Material placed outside of the pay limits shown on the Plans or as approved by the Engineer will be deducted from the certified tickets. Payment for crushed surfacing top course will be made at the amount bid per ton, which payment will be complete compensation for all labor, materials, equipment, hauling, placement, water, compaction, removal and disposal of waste materials, etc., required to complete this item of Work in conformance with the Contract Documents. 1-09.14(2)0 Asphalt Concrete Patch (Bid Item 15) Section 1-09.14(2)0 is a new section: Measurement for asphalt concrete patch shall be measured in square yards, horizontally over the completed surface of the trench. Pavement repair measurement width shall be as defined by the limit of trench patch payment shown in the Contract Documents, unless otherwise approved by the Engineer. Payment for asphalt concrete patch will be made at the amount bid per square yards, which payment will be complete compensation for all labor, materials, haul, surface preparation, compaction, water, temporary trench patch (placement and removal), pavement saw cutting, asphaltic materials, tack oil, placement, final trench patch, cleanup, etc., required to complete this item of Work in conformance with the Contract documents. No additional payment will be made for Work necessary to correct an asphalt concrete patch not installed in accordance with Specifications. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Revise the first paragraph to read: The Contractor shall provide flaggers, signs, and other traffic control devices not otherwise specified as being furnished by the Contracting Agency. The Contractor shall erect and maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks, or paths. No Work shall be done on or adjacent to any traveled way until all necessary signs and traffic control devices are in place. Section 1-10.1 is supplemented by adding the following: When the bid proposal includes an item for "Traffic Control," the Work required for this item shall be all 52 1 06/06/2013 items described in Section 1-10, including, but not limited to: 1. Furnishing and maintaining barricades, flashers, construction signing, and other channelization devices, unless a pay item is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; 2. Furnishing traffic control labor, equipment, and supervisory personnel for all traffic control labor; 3. Furnishing any necessary vehicle(s) to set up and remove the Class B construction signs and other traffic control devices; 4. Furnishing labor and vehicles for patrolling and maintaining in position all of the construction signs and the traffic control devices, unless a pay item is in the bid proposal to specifically pay for this Work; and ' S. Furnishing labor, material, and equipment necessary for cleaning up, removing, and replacing of the construction signs and the traffic control devices destroyed or damaged during the life of the project. 6. Removing existing signs as specified or as directed by the Engineer and delivering to the City Shops, or storing and reinstalling as directed by the Engineer. 7. Preparing a traffic control plan for the project and designating the person responsible for traffic control at the Work site. The traffic control plan shall include descriptions of the traffic control ' methods and devices to be used by the prime Contractor, and subcontractors, shall be submitted at or before the preconstruction conference, and. shall be subject to review and approval of the Engineer. 8. Contacting police, fire, 911, and ambulance services to notify them in advance of any Work that will affect and traveled portion of a roadway. 9. Assuring that all traveled portions of roadways are open to traffic during peak traffic periods, 6:30 a.m. to 8:30 a.m., and 3:00 p.m. to 6:00 p.m., or as specified in the special provisions, or as directed by the Engineer. ' 10. Promptly removing or covering all non -applicable signs during periods when they are not needed. If no bid item "Traffic Control" appears in the proposal, then all Work required by these sections will be ' considered incidental and their cost shall be included in the other items of Work. If the Engineer requires the Contractor to furnish additional channelizing devices, pieces of equipment, or ' services, which could not be usually anticipated, by a prudent Contractor for the maintenance and protection of traffic, then a new item or items may be established to pay for such items. Further limitations for consideration of payment for these items are that they are not covered by other pay items in the bid proposal, they are not specified in the Special Provisions as incidental, and the accumulative cost for the use of each individual channelizing device, piece of equipment, or service must exceed $200 in total cost for the duration of their need. In the event of disputes, the Engineer will determine what is usually anticipated by a prudent Contractor. The cost for these items will be by agreed price, price established by the Engineer, or by force account. Additional items required as a result of the Contractor's ' modification to the traffic control plan(s) appearing in the Contract shall not be covered by the provisions in this paragraph. If the total cost of all the Work under the Contract increases or decreases by more than 25 percent, an equitable adjustment will be considered for the item "Traffic Control" to address the increase or decrease. Traffic control and maintenance for the safety of the traveling public on this project shall be the sole responsibility of the Contractor and all methods and equipment used will be subject to the approval of the Owner. I Traffic control devices and their use shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices( MUTCD). ' The Contractor shall not proceed with any construction until proper traffic control has been provided to the satisfaction of the Engineer. Any days lost due to improper traffic control will be charged against the Contractor's allowable contract time, and shall not be the cause for a claim for extra days to complete the Work. 1 53 06/06/2013 1-10.2(1)B Traffic Control Supervisor Paragraphs 1 and 2 are revised as follows: A Traffic Control Supervisor (TCS) shall be on the project whenever traffic control labor is required or as authorized by the Engineer. The TCS shall assure that all the duties of the TCS are performed during the duration of the Contract. During non -Work periods, the TCS shall be able to be on the job site within a 45-minute time period after notification by the Engineer. 1-10.2(2) Traffic Control Plans Section 1-10.2(2) is supplemented as follows: The Contractor shall be responsible for assuring that traffic control is installed and maintained in conformance to established standards. The Contractor shall continuously evaluate the operation of the traffic control plan and take prompt action to correct any problems that become evident during operation. 1-10.3 Flagging, Signs, and All Other Traffic Control Devices Section 1-10.3 is supplemented as follows: At the end of each working day, provisions shall be made for the safe passage of traffic and pedestrians during non -working hours. Barricades shall be reflectorized as specified in Part VI of the MUTCD, and shall be 3M-diamond grade or equivalent approved by the Engineer. Barricades shall also be equipped with flashers. 1-10.3(3) Construction Signs Section 1-10.3(3) paragraph 4 is supplemented as follows: No separate pay item will be provided in the bid proposal for Class A or Class B construction signs. All costs for the Work to provide Class A or Class B construction signs shall be included in the unit contract price for the various other items of the Work in the bid proposal. 1-10.4 Measurement Section 1-10.4 is replaced with: No specific unit of measurement will apply to the lump sum item of "Traffic Control". No adjustment in the lump sum bid amount will be made for overtime Work or for use of relief flaggers. 1-10.5 Payment Section 1-10.5 is replaced with: Payment for all labor, materials, and equipment described in Section 1-10 will be made in accordance with Section 1-04.1, for the following bid items when included in the proposal: "Traffic Control," Lump Sum. 1-11 RENTON SURVEYING STANDARDS The following is a new section with new subsections: 1-11.1(1) Responsibility for Surveys All surveys and survey reports shall be prepared under the direct supervision of a person registered to practice land surveying under the provisions of Chapter 18.43 RCW. All surveys and survey reports shall be prepared in accordance with the requirements established by the Board of Registration for Professional Engineers and Land Surveyors under the provisions of Chapter 18.43 RCW. 54 06/06/2013 I 1-11.1(2) Survey Datum and Precision The horizontal component of all surveys shall have as its coordinate base: The North American Datum of 1983/91. All horizontal control for projects must be referenced to or in conjunction with a minimum of two of the City of Renton's Survey Control Network monuments. The source of the coordinate values used will be shown on the survey drawing per RCW 58.09.070. The horizontal component of all surveys shall meet or exceed the closure requirements of WAC 332-130- 060. The control base lines for all surveys shall meet or exceed the requirements for a Class A survey revealed in Table 2 of the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys jointly established and adopted by ALTA and ACSM in 1992 or comparable classification in future editions of said document. The angular and linear closure and precision ratio of traverses used for survey control shall be revealed on the face of the survey drawing, as shall the method of adjustment. The horizontal component of the control system for surveys using global positioning system methodology shall exhibit at least 1 part in 50,000 precision in line length dependent error analysis at a 95 percent confidence level and performed pursuant to Federal Geodetic Control Subcommittee Standards for GPS ' control surveys as defined in Geometric Geodetic Accuracy Standards & Specifications for Using GPS Relative Positioning Techniques dated August 1, 1989, or comparable classification in future editions of said document. ' The vertical component of all surveys shall be based on NAVD 1988, the North American Vertical Datum of 1988, and tied to at least one of the City of Renton Survey Control Network benchmarks. If there are two such benchmarks within 3000 feet of the project site a tie to both shall be made. The benchmark(s) used will be shown on the drawing. If a City of Renton benchmark does not exist within 3000 feet of a ' project, one must be set on or near the project in a permanent manner that will remain intact throughout the duration of the project. Source of elevations (benchmark) will be shown on the drawing, as well as a description of any benchmarks established. 1-11.1(3) Subdivision Information Those surveys dependent on section subdivision shall reveal the controlling monuments used and the subdivision of the applicable quarter section. I Those surveys dependent on retracement of a plat or short plat shall reveal the controlling monuments, measurements, and methodology used in that retracement. ' 1-11.1(4) Field Notes Field notes shall be kept in conventional format in a standard bound field book with waterproof pages. In cases where an electronic data collector is used field notes must also be kept with a sketch and a record of control and base line traverses describing station occupations and what measurements were made at ' each point. Every point located or set shall be identified by a number and a description. Point numbers shall be unique within a complete job. The preferred method of point numbering is field notebook, page and point set on that page. Example: The first point set or found on page 16 of field book 348 would be identified as Point No. 348.16.01, the second point would be 348.16.02, etc. ' Upon completion of a City of Renton project, either the field notebook(s) provided by the City or the original field notebook(s) used by the Surveyor will be given to the City. For all. other Work, Surveyors will provide a copy of the notes to the City upon request. In those cases where an electronic data collector is used, a hard copy print out in ASCII text format will accompany the field notes. ' 1-11.1(5) Corners and Monuments Corner: A point on a land boundary, at the juncture of two or more boundary lines. A monument is ' usually set at such points to physically reference a corner's location on the ground. Monument: Any physical object or structure of record, which marks or accurately references: • A corner or other survey point established by or under the supervision of an individual per Section 1-11.1(1) and any corner or monument established by the General Land Office and its 55 06/06/2013 successor the Bureau of Land Management including section subdivision corners down to and including one -sixteenth corners; and Any permanently monumented boundary, right-of-way alignment, or horizontal and vertical control points established by any governmental agency or private surveyor including street intersections but excluding dependent interior lot corners. 1-11.1(6) Control or Base Line Survey Control or Base Line Surveys shall be established for all construction projects that will create permanent structures such as roads, sidewalks, bridges, utility lines or appurtenances, signal or light poles, or any non -single family building. Control or Base Line Surveys shall consist of such number of permanent monuments as are required such that every structure may be observed for staking or "as-builting" while occupying one such monument and sighting another such monument. A minimum of two of these permanent monuments shall be existing monuments, recognized and on record with the City of Renton. The Control or Base Line Survey shall occupy each monument in turn, and shall satisfy all applicable requirements of Section 1-11.1 herein. The drawing depicting the survey shall be neat, legible, and drawn to an appropriate scale. North orientation should be clearly presented and the scale shown graphically as well as noted. The drawing must be of such quality that a reduction thereof to one-half original scale remains legible. If recording of the survey with the King County Recorder is required, it will be prepared on 18 inch by 24 inch mylar and will comply with all provisions of Chapter 58.09 RCW. A photographic mylar of the drawing will be submitted to the City of Renton and, upon their review and acceptance per the specific requirements of the project, the original will be recorded with the King County Recorder. If recording is not required, the survey drawing shall be prepared on 22 inch by 34 inch mylar, and the original or a photographic mylar thereof will be submitted to the City of Renton. The survey drawings shall meet or exceed the requirements of WAC 332-130-050 and shall conform to the City of Renton's Drafting Standards. American Public Works Association symbols shall be used whenever possible, and a legend shall identify all symbols used if each point marked by a symbol is not described at each use. An electronic listing of all principal points shown on the drawing shall be submitted with each drawing. The listing should include the point number designation (corresponding with that in the field notes), a brief description of the point, and northing, easting, and elevation (if applicable) values, all in ASCII format, on IBM PC compatible media. 1-11.1(7) Precision Levels Vertical Surveys for the establishment of benchmarks shall satisfy all applicable requirements of Sections 1-05 and 1-11.1. Vertical surveys for the establishment of benchmarks shall meet or exceed the standards, Specifications and procedures of third order elevation accuracy established by the Federal Geodetic Control Committee. Benchmarks must possess both permanence and vertical stability. Descriptions of benchmarks must be complete to insure both recoverability and positive identification on recovery. 1-11.1(8) Radial and Station -- Offset Topography Topographic surveys shall satisfy all applicable requirements of Section 1-11.1 herein. All points occupied or back sighted in developing radial topography or establishing baselines for station - offset topography shall meet the requirements of Section 1-11.1 herein. The drawing and electronic listing requirements set forth in Section 1-11.1 herein shall be observed for all topographic surveys. 1-11.1(9) Radial Topography Elevations for the points occupied or back sighted in a radial topographic survey shall be determined either by, 1) spirit leveling with misclosure not to exceed 0.1 feet or Federal Geodetic Control Committee third order elevation accuracy Specifications, OR 2) trigonometric leveling with elevation differences 56 1 06/06/2013 determined in at least two directions for each point and with misclosure of the circuit not to exceed 0.1 feet. 1-11.1(10) Station --Offset Topography 1 Elevations of the baseline and topographic points shall be determined by spirit leveling and shall satisfy Federal Geodetic Control Committee Specifications as to the turn points and shall not exceed 0.1 foot's error as to side shots. 1-11.1(11) As -Built Survey All improvements required to be "as -built" (post construction survey) per City of Renton Codes, TITLE 4 Building Regulations and TITLE 9 Public Ways and Property, must be located both horizontally and vertically by a Radial survey or by a Station offset survey. The "as -built" survey must be based on the same base line or control survey used for the construction staking survey for the improvements being "as - built". The "as -built" survey for all subsurface improvements should occur prior to backfilling. Close cooperation between the installing Contractor and the "as-builting" surveyor is therefore required. All "as -built" surveys shall satisfy the requirements of Section 1-11.1(1) herein, and shall be based upon control or base line surveys made in conformance with these Specifications. The field notes for "as -built" shall meet the requirements of Section 1-11.1(4) herein, and submitted with stamped and signed "as -built" drawings which includes a statement certifying the accuracy of the "as - built". The drawing and electronic listing requirements set forth in Section 1-11.1(6) herein shall be observed for all "as -built" surveys. 1-11.1(12) Monument Setting and Referencing All property or lot corners, as defined in 1-11.1(5), established or reestablished on a plat or other recorded survey shall be referenced by a permanent marker at the corner point per 1-11.2(1). In situations where such markers are impractical or in danger of being destroyed, e.g., the front corners of lots, a witness marker shall be set. In most cases, this will be the extension of the lot line to a tack in lead in the curb. The relationship between the witness monuments and their respective corners shall be shown or described on the face of the plat or survey of record, e.g., "Tacks in lead on the extension of the lot side lines have been set in the curbs on the extension of said line with the curb." In all other cases the corner shall meet the requirements of Section 1-11.2(1) herein. All non -corner monuments, as defined in 1-11.1(5), shall meet the requirements of Section 1-11.2(2) herein. If the monument falls within a paved portion of a right-of-way or other area, the monument shall be set below the ground surface and contained within a lidded case kept separate from the monument and flush with the pavement surface, per Section 1-11.2(3). ' In the case of right-of-way centerline monuments all points of curvature (PC), points of tangency (PT), street intersections, center points of cul-de-sacs shall be set. If the point of intersection (PI) for the tangents of a curve fall within the paved portion of the right-of-way, a monument can be set at the PI I instead of the PC and PT of the curve. For all non corner monuments set while under contract to the City of Renton or as part of a City of Renton approved subdivision of property, a City of Renton Monument Card (furnished by the city) identifying the monument; point of intersection (PI), point of tangency (PT), point of curvature (PC), one - sixteenth corner, Plat monument, street intersection, etc., complete with a description of the monument, a minimum of two reference points and NAD 83/91 coordinates, and NAVD 88 elevation shall be filled out and filed with the city. 1-11.2 Materials 1-11.2(1) Property/Lot Corners Corners per 1-11.1(5) shall be marked in a permanent manner such as 1/2 inch diameter rebar 24 inches in length, durable metal plugs or caps, tack in lead, etc., and permanently marked or tagged with the surveyor's identification number. The specific nature of the marker used can be determined by the surveyor at the time of installation. 1 57. 06/06/2013 1-11.2(2) Monuments Monuments per 1-11.1(5) shall meet the requirements as set forth in City of Renton Standard Plans page H031 and permanently marked or tagged with the surveyor's identification number. 1-11.2(3) Monument Case and Cover Materials shall meet the requirements of Section 9-22 and City of Renton Standard Plans page H031. 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Section 2-01.1 is supplemented as follows: The limits of clearing and grubbing (construction limits) shall be defined as being the construction limit lines as shown in the Plans. Where, in the opinion of the Engineer, any trees abutting or adjacent to the limits of clearing and grubbing are damaged and require removal, the Contractor shall remove such trees. Any trees flagged by the Engineer to remain within the clearing and grubbing limits shall be left undamaged by the Contractor's operations. Any flagged trees, which are damaged, shall be replaced in kind at the Contractor's expense. Existing landscaping outside the construction limits, including but not limited to, sod, rockeries, beauty bark, decorative gravel or rock, bushes, and shrubbery shall be protected from damage. The property owners shall be responsible for removing and/or relocating irrigation equipment, trees, shrubs, curbing, ornamental plants, and any other decorative landscaping materials within the construction limits that they wish to save. The Contractor shall give property owners 10 days' written notice prior to removing landscaping materials. All landscaping materials that remain in the construction limits after that time period shall be removed and disposed of, by the Contractor, in accordance with Section 2-01 of the Standard Specifications, these Special Provisions, and the Plans. The Contractor shall receive approval from the Engineer prior to removal. 2-01.2 Disposal of Usable Material and Debris Section 2-01.2 is supplemented as follows: The Contractor shall dispose of all debris by Disposal Method No. 2 —Waste Site. 2-01.5 Payment Section 2-01.5 is supplemented as follows: The lump sum price for "Clearing and Grubbing" shall be full compensation for all Work described herein and shown in the Plans, including removing trees and shrubbery where shown in the Plans and directed by the Engineer. 2-02 REMOVAL OF STRUCTURE AND OBSTRUCTIONS 2-02.3(3) Removal of Pavement, Sidewalks, and Curbs Section 2-02.3(3) is revised and supplemented as follows: Item "1" is revised as follows: In removing pavement, sidewalks, driveways, and curbs, the Contractor shall haul broken -up pieces to some off -project site. The section is supplemented as follows: When an area where pavement, sidewalk, or driveway has been removed is to be opened to traffic before pavement patching has been completed, temporary mix asphalt concrete patch shall be required. Temporary patching shall be placed to a minimum depth of 2 inches immediately after backfilling and compaction are complete, and before the road is opened to traffic. MC cold mix or MC hot mix shall be used at the discretion of the Engineer. 58 1 06/06/2013 2-02.4 Measurement Section 2-02.4 replaces the existing vacant section: (******) Sawcutting existing cement and asphalt concrete pavements shall be measured by the linear foot along the sawcut, full depth. Wheel cutting of pavement will not be measured for separate payment, but shall be included in other items of Work. 2-02.5 Payment Section 2-02.5 is supplemented by adding: "Saw Cutting", per lineal foot. ' "Remove Sidewalk", per square yard. "Remove Curb and Gutter", per lineal foot. "Cold Mix", per ton "Remove Asphalt Concrete Pavement," per square yard. "Remove Cement Concrete pavement," per square yard. I "Remove existing per All costs related to the removal and disposal of structures and obstructions including saw cutting, excavation, backfilling, and temporary asphalt shall be considered incidental to and included in other items unless designated as specific bid items in the proposal. If pavements, sidewalks, or curbs lie within an excavation area and are not mentioned as separate pay items, their removal will be paid for as part of the quantity removed in excavation. If they are mentioned as a separate item in the proposal, they will be measured and paid for as provided under Section 2-02.5, and will not be included in the quantity calculated for excavation. 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.3 Construction Requirements Section 2-03.3 is supplemented by adding the following: Roadway excavation shall include the removal of all materials excavated from within the limits shown on the Plans. Suitable excavated material shall be used for embankments, while surplus excavated material or unsuitable material shall be disposed of by the Contractor. Earthwork quantities and changes will be computed, either manually or by means of electronic data processing equipment, by use of the average end area method. Any changes to the proposed Work as directed by the Engineer that would alter these quantities shall be calculated by the Engineer and submitted to the Contractor for his review and verification. Any excavation or embankment beyond the limits indicated in the Plans, unless ordered by the Engineer, shall not be paid for. All Work and material required to return these areas to their original conditions, as directed by the Engineer, shall be provided by the Contractor at his sole expense. All areas shall be excavated, filled, and/or backfilled as necessary to comply with the grades shown on the Plans. In filled and backfilled areas, fine grading shall begin during the placement and the compaction of the final layer. In cut sections, fine grading shall begin within the final six (6) inches of cut. Final grading shall produce a surface, which is smooth and even, without abrupt changes in grade. Excavation for curbs and gutters shall be accomplished by cutting accurately to the cross sections, grades and elevations shown. Care shall be taken not to excavate below the specified grades. The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the Work. Following removal of topsoil or excavation to grade, and before placement of fills or base course, the subgrade under the roadway shall be proof -rolled to identify any soft or loose areas which may warrant additional compaction or excavation and replacement. The Contractor shall provide temporary drainage or protection to keep the subgrade free from standing water. 59 06/06/2013 Acceptable excavated native soils shall be used for fill in the area requiring fills. Care shall be taken to place excavated material at the optimum moisture content to achieve the specified compaction. Any native material used for fill shall be free of organics and debris, and have a maximum particle size of 6 inches. It shall be the responsibility of the Contractor to prevent the native materials from becoming saturated with water. The measures may include sloping to drain, compacting the native materials, and diverting runoff away from the materials. If the Contractor fails to take such preventative measures, any costs or delay related to drying the materials shall be at his own expense. If the native materials become saturated, it shall be the responsibility of the Contractor to dry the materials, to the optimum moisture content. If sufficient acceptable native soils are not available to complete construction of the roadway embankment, Gravel Borrow shall be used. If subgrade trimmer is not required on the project, all portions of Section 2-03 shall apply as though a subgrade trimmer were specified. If sufficient acceptable native soils, as determined by the Engineer, are not available to complete construction of the roadway embankment, Gravel Borrow meeting the requirements of Section 9-03.14 of the Standard Specifications, shall be used. 2-03.4 Measurement Section 2-03.4 is supplemented by adding the following: At the discretion of the Engineer, roadway excavation, borrow excavation, and unsuitable foundation excavation - by the cubic yard (adjusted for swell) may be measured by truck in the hauling vehicle at the point of loading. The Contractor shall provide truck tickets for each load removed. Each ticket shall have the truck number, time and date, and be approved by the Engineer. 2-03.5 Payment Section 2-03.5 is revised as follows: Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. Payment will be made for the following bid items when they are included in the proposal: "Roadway Excavation Including Haul," per cubic yard "Removal and Replacement of Unsuitable Foundation Material," per ton "Gravel Borrow Including Haul," per ton "Roadway Excavation Including Haul" shall be considered incidental and part of the bid item(s) provided for the installation of the utility mains and appurtenances. When the Engineer orders excavation below subgrade, then payment will be in accordance with the item "Removal and Replacement of Unsuitable Foundation Material". In this case, all items of Work other than roadway excavation shall be paid at unit contract prices. The unit contract price per cubic yard for "Roadway Excavation Including Haul" shall be full pay for excavating, loading, placing, or otherwise disposing of the material. The unit contract price per ton for "Removal and Replacement of Unsuitable Foundation Material" shall be full pay for excavating, loading, and disposing of the material. Payment for embankment compaction will not be made as a separate item. All costs for embankment compaction shall be included in other bid items involved. 2-04 HAUL 2-04.5 Payment Section 2-04.5 is revised and supplemented as follows: All costs for the hauling of material to, from, or on the job site shall be considered incidental to and 1 06/06/2013 included in the unit price of other units of Work. 2-06 SUBGRADE PREPARATION 2-06.5 Measurement and Payment Section 2-06.5 is supplemented by adding the following: Subgrade preparation and maintenance including watering shall be considered as incidental to the construction and all costs thereof shall be included in the appropriate unit or lump sum contract bid prices. 2-09 STRUCTURE EXCAVATION 2-09.1 Description Section 2-09.1 is supplemented by adding the following: This Work also includes the excavation, haul, and disposal of all unsuitable materials such as peat, muck, swampy or unsuitable materials, including buried logs and stumps. 2-09.3(1)D Disposal of Excavated Material Section 2-09.3(1)D is revised as follows: The second paragraph is replaced with: All costs for disposing of excavated material within or external to the project limits shall be included in the unit contract price for structure excavation, Class A or B. The third paragraph is replaced with: ' If the Contract includes structure excavation, Class A or B, including haul, the unit contract price shall include all costs for loading and hauling the material the full required distance, otherwise all such disposal costs shall be considered incidental to the Work. 2-09.4 Measurement Section 2-09.4 is revised and supplemented as follows: (******)... Gravel backfill.. Gravel backfill, except when used as bedding for culvert, storm sewer, sanitary sewer, manholes, and catch basins, will be measured by the cubic yard in place determined by the neat lines required by the Plans or by the ton as measured in conformance with Section 1-09.2. 2-09.5 Payment Section 2-09.5 is revised and supplemented as follows: (******) Payment will be made for the following bid items when they are included in the proposal: "Structure Excavation Class A", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class A Incl. Haul", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Payment for reconstruction of surfacing and paving, within the limits of structure excavation, will be at the applicable unit prices for the items involved. If the Engineer orders the Contractor to excavate below the elevations shown in the Plans, the unit contract price per cubic yard for "Structure Excavation Class A or B" will apply. But if the Contractor excavates deeper than the Plans or the Engineer requires, the Contracting Agency will not pay for material removed from below the required elevations. In this case, the Contractor, at no expense to the Contracting Agency, shall replace such material with concrete or other material the Engineer approves. The unit contract price per cubic yard for the bid items listed as 1 through 4 above shall be full pay for all ' labor, materials, tools, equipment, and pumping, or shall be included in the unit bid price of other items of Work if "Structure Excavation" or "Structure Excavation Incl Haul" are not listed as pay items in the 1 61 06/06/2013 Contract. "Shoring or Extra Excavation Class B", per square foot. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other Work required when extra excavation is used in lieu of constructing shoring. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. Any excavation or backfill material being paid by unit price shall be calculated by the Engineer only for the neat line measurement of the excavation and shall not include the extra excavation beyond the neat line. If there is no bid item for shoring or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring or extra excavation is required as determined by the Engineer, then shoring or extra excavation shall be considered incidental to the Work involved and no further compensation shall be made. "Gravel Backfill (Kind) for (Type of Excavation)", per cubic yard or per ton. "Controlled Density Fill", per cubic yard. When gravel backfill is paid by the ton, the Contractor shall take care to assure to the satisfaction of the Engineer that such per ton backfill is only being used for the specified purpose and not for purposes where backfill is incidental or being paid by cubic yard. Evidence that per ton gravel backfill is not being used for its designated purpose shall be grounds for the Engineer to deny payment for such load tickets. 5-04 ASPHALT CONCRETE PAVEMENT 5-04.2 Materials Section 5-04.2 is revised and supplemented as follows: Delete the second and fourth paragraphs of this section. The base course shall be untreated crushed surfacing. Asphalt concrete shall meet the grading requirements for the specified mix. Temporary patch shall be cold or hot mix. 5-04.3 Construction Requirements Section 5-04.3 is supplemented as follows: Shoulder Restoration The existing surfacing of disturbed asphalt shoulders shall be removed to a minimum depth of 6 inches below original street grade to provide for placement of the new subgrade and paving. The subgrade shall be constructed of 1% inch minus crushed surfacing base course placed to a compacted thickness of 2% inches, followed by 5/8-inch minus crushed surfacing top course placed to a compacted thickness of 1% inches. HMA Class %:" shall then be placed and compacted in 2-inch lifts up to a maximum 4-inch thickness to match existing pavement thickness. Minimum thickness shall be 2 inches. The shoulder shall be replaced to the existing fog line in areas where the existing asphalt shoulder is seriously disturbed, or at the Engineer's discretion. Asphalt Concrete Patching and Overlay The Contractor shall maintain temporary hot mix asphalt patches daily during construction to the satisfaction of the governing road agency and the Engineer until said patch is replaced with a permanent hot patch. The permanent hot mix asphalt patch shall be placed and sealed with paving grade asphalt within 30 calendar days. Private Driveways Where a private driveway is damaged by either construction of the project or by the Contractor's use and 62 1 06/06/2013 activity on the road, it shall be repaired to the satisfaction of the property owner, the City, and to its original condition or better. Damaged asphalt -concrete driveways shall be replaced by saw cutting to a straight line and replacing a full width section. Damaged cement -concrete driveways shall be removed to the nearest joint (real or dummy) and replaced with a full width section. Damaged gravel driveways shall have crushed surfacing placed and compacted to a minimum depth of 4 inches. i Curbs, Gutters and Sidewalks Existing curbs, gutters, and sidewalks damaged by construction of the project or the Contractor's use and activity, shall be repaired to the satisfaction of the property owner, the City, and to its original condition or better. 5-04.3(5) Conditioning the Existing Surface Section 5-04.3(5) is supplemented as follows: The Contractor shall maintain existing surface contour during patching, unless otherwise instructed by the City Engineer or Inspector. 5-04.3(5)A Preparation of Existing Surface Section 5-04.3(5)A is supplemented as follows: The Contractor shall provide his own mechanical sweeping equipment. The sweeper will be on the project prior to the start of paving, to insure the streets to be paved are clean before the tack coat is applied. The sweeper will keep the streets clean ahead of the paving machine and clean the streets behind the empty trucks that have dumped their loads into the paving machine. The sweeper must sweep all streets made dirty by the Contractor's equipment. If the paving machine is "walked" from one ' site to another, the sweeper must sweep up behind paving machine. The sweeper shall not leave the overlay site until given permission by the City's inspector. All utilities shall be painted with a biodegradable "soap" to prevent the tack and ACP from sticking to the lids. Diesel will not be used. After the application of soap, catch basins must be covered to prevent tack and ACP from getting into catch basins. Preparation of existing surface shall be done as outlined in this Section and a tack coat shall be applied at the rate of 0.02 to 0.08 gallons per square yard. Payment for preparation of the surface and application ' of the tack coat shall be considered incidental to the paving and no separate payment shall be made. The Contractor shall locate all utilities for access immediately after any paving and mark the location by means of painting a circle around the location and scooping a portion of asphalt 4" - 6" in diameter and the depth of the overlay from the center of the utility location. The Contractor shall locate and completely expose gas and water valves for access immediately after final rolling. The day following the start of application of ACP, utility adjustments must begin. The Contractor shall have an adjustment crew adjusting utilities every workable working day until adjustments are complete. I During the adjustment of any utility, existing concrete bricks or grouting material that has been broken or cracked shall be removed and replaced at the Contractor's expense. 1 Utility adjustments must be completed within 15 working days after overlay is complete, and within the 1 63 06/06/2013 specified working days. Payment for utility adjustments includes all labor, materials, tools, and equipment necessary to complete the adjustments and is incidental to pay items for Asphalt Patch and Asphalt Overlay. 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: Nonstatistical HMA Evaluation. The Contractor shall submit a certification that the mix design submitted meets the requirements of Sections 9-03.8(2) and 9-03.8(6). The Contractor must submit the mix design using DOT Form 350-042 EF. Verification of the mix design by the Contracting Agency is not needed. The Project Engineer will determine anti -strip requirements for the HMA. The mix design will be the initial job mix formula (JMF) for the class of mix. Any additional adjustments to the JMF will require the approval of the Project Engineer and may be made per Section 9-03.8(7). 5-04.3(8)A Acceptance Sampling and Testing—HMA Mixture Item 1 is deleted and replaced with: 1. General. Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation. Nonstatistical evaluation will be used for the acceptance of HMA. Commercial evaluation will be used for Commercial HMA, and for other classes of HMA in the following applications: sidewalks, road approaches, ditches, slopes, paths, trails, gores, prelevel, and pavement repair. Other nonstructural applications as approved by the Project Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer. The proposal quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of nonstatistical evaluation. Item 7 is deleted. 5-04.3(10)B Control Replace Section 5-04.3(10)B with the following: Sub -base shall be compacted to 95% of the maximum density by the Modified Proctor Test Method, ASTM D 1557. Compact asphalt concrete patch and paving to 95% of maximum compaction. 5-04.5 Payment 5-04.5(1)A Price Adjustments for Quality of HMA Mixture Section is deleted and replaced with: Statistical analysis of quality of gradation and asphalt content will be performed based on Section 1-06.2 using the following price adjustment factors: Table of Price Adjustment Factors Constituent Factor'T' All aggregate passing: 1 %2", 1", W, %:", 3/8" and No. 4 sieves 2 64 1 06/06/2013 I 11 I I All aggregate passing No. 8, No 16, No. 30, No. 50, No. 100 3 All aggregate passing No. 200 sieve 20 Asphalt binder 52 A pay factor will be calculated for sieves listed in Section 9-03.8(7) for the class of HMA and for the asphalt binder. 1. Nonstatistical Evaluation. Each lot of HMA produced under Nonstatistical Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the nonstatistical acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. 2. Commercial Evaluation. If sampled and tested, HMA produced under Commercial Evaluation and having all constituents falling within the tolerance limits of the job mix formula shall be accepted at the unit contract price with no further evaluation. When one or more constituents fall outside the commercial acceptance tolerance limits in Section 9-03.8(7), the lot shall be evaluated to determine the appropriate CPF. The commercial tolerance limits will be used in the calculation of the CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the existing sublots or samples from the street shall be tested to provide a minimum of three sets of results for evaluation. For each lot of HMA produced under Nonstatistical or Commercial Evaluation when the calculated CPF is less than 1.00, a Nonconforming Mix factor (NCFM) will be determined. THE NCFM equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product of the NCMF, the quantity of HMA in the lot in tons, and the unit contract price per ton of the mix. If a constituent is not measured in accordance with these Specifications, its individual pay factor will be considered 1.00 in calculating the composite pay factor. 5-04.5(1)B Price Adjustments for Quality of HMA Compaction Section is deleted and replaced with: The maximum CPF of a compaction lot is 1.00 For each compaction lot of HMA when the CPF is less than 1.00, a Nonconforming Compaction Factor (NCCF) will be determined. THE NCCF equals the algebraic difference of CPF minus 1.00 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the product of the NCFF, the quantity of HMA in the lot in tons and the unit contract price per ton of the mix. 5-06 TEMPORARY RESTORATION IN PAVEMENT AREA Section 5-06 is new Section with subsections: 5-06.1 Description Pavement areas that have been removed by construction activities must be restored by the Contractor prior to the end of each working period, prior to use by vehicular traffic. Within paved streets, the 65 06/06/2013 Contractor may use temporary pavement to allow vehicular traffic to travel over the construction areas. Temporary pavement shall be placed around trench plates or others devices used to cover construction activities in a manner that provides a smooth and safe transition between surfaces. 5-06.2 Materials The asphalt pavement for temporary patches shall be 2" of a hot mix asphalt composition determined by the Contractor to provide a product suitable for the intended application. The Contractor shall not use materials that are a safety or health hazard. Temporary pavement material that does not form a consolidated surface after compaction shall be considered unsuitable and shall be removed from the site. Unsuitable temporary pavement shall be disposed of offsite. 5-06.3 Construction Requirements The Contractor shall maintain temporary hot mix asphalt patches daily during to the satisfaction of the governing road agency and the Engineer until said patch is replaced with permanent hot patch. The completed pavement shall be free from ridges, ruts, bumps, depressions, objectionable marks, or other irregularities. The permanent hot mix asphalt patch shall be placed and sealed with a paving asphalt within 30 calendar days. The Contractor shall immediately repair, patch, or remove any temporary pavement that does not provide a flat transition between existing pavement areas. All temporary asphalt pavement shall be removed from the site by the end of the project and shall not be used as permanent asphalt pavement or subgrade material. 7-01 DRAINS 7-01.2 Materials The second paragraph of Section 7-01.2 is revised as follows: Drain pipes may be concrete, zinc coated (galvanized) corrugated iron with Asphalt Treatment I, aluminum coated (aluminized) corrugated iron with Asphalt Treatment I, zinc coated (galvanized) steel with Asphalt Treatment I, corrugated aluminum alloy, polyvinyl chloride (PVC), or corrugated polyethylene (PE) at the option of the Contractor unless the Plans specify the type to be used. 7-01.3 Construction Requirements Section 7-01.3 is revised as follows: The second paragraph is revised as follows: PVC drainpipe shall be jointed with a bell and spigot joint using a flexible elastomeric seal as described in Section 9-04.8. The bell shall be laid upstream. PE or ABS drainpipe shall be jointed with snap -on, screw -on, or wraparound coupling bands as recommended by the manufacturer of the tubing. The sixth paragraph is revised as follows: PVC under drain pipe shall be jointed using either the flexible elastomeric seal as described in Section 9-04.8 or solvent cement as described in Section 9-04.9, at the option of the Contractor unless otherwise specified in the Plans. The bell shall be laid upstream. PE or ABS drainage tubing under drain pipe shall be jointed with snap -on, screw -on, or wraparound coupling bands, as recommended by the manufacturer of the tubing. 7-01.4 Measurement Section 7-01.4 is supplemented adding the following: When the Contract does not include "Structure Excavation Class B" or "Structure Excavation Class B 1 06/06/2013 Including Haul" as a pay item all costs associated with these items shall be included in other contract pay items. 7-02 CULVERTS 7-02.2 Materials j The second paragraph of Section 7-02.2 is revised and supplemented as follows: Where steel or aluminum are referred to in this section in regard to a kind of culvert pipe, pipe arch, or end sections, it shall be understood that steel is zinc coated (galvanized) with Asphalt Treatment I or aluminum coated (aluminized) corrugated iron or steel, and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. Where plain or reinforced concrete, steel, or aluminum are referred to in Section 7-02 it shall be understood that reference is also made to PVC. 7-04 STORM SEWERS 1 7-04.2 Materials The second paragraph of Section 7-04.2 is revised as follows: Where steel or aluminum are referred to in this section in regard to a kind of storm sewer pipe, it shall be understood that steel is zinc coated (galvanized), Asphalt Treatment I Coated, corrugated iron or steel and aluminum is corrugated aluminum alloy as specified in Sections 9-05.4 and 9-05.5. The Contractor shall require pipe suppliers to furnish certificates signed by their authorized ' representative, stating the Specifications to which the materials or products were manufactured. The Contractor shall provide 2 copies of these certifications to the Engineer for approval. Certificates showing nonconformance with the Contract shall be sufficient evidence for rejection. Approval of certificates shall be considered only as tentative acceptance of the materials and products, and such action by the Engineer will not relieve the Contractor of his/her responsibility to perform field tests and to replace or repair faulty materials, equipment, and/or workmanship and the Contractor's own expense. 7-04.4 Measurement The first paragraph of Section 7-04.4 is revised as follows: The length of storm sewer pipe will be the number of linear feet of completed installation measured along the invert and will include the length through elbows, tees, and fittings. The number of linear feet will be measured from the center of manhole or from the center of catch basin to center of catch basins 1 and similar type structures. 7-04.5 Payment The second and third paragraphs of Section 7-04.5 are revised as follows: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full pay for all Work to complete the installation, including adjustment of inverts to manholes. When no bid item "Gravel Backfill for Pipe Bedding" is included in the Schedule of Prices, pipe bedding, as shown in the Standard Plans, shall be considered incidental to the pipe and no additional payment shall be made. Testing of storm sewer pipe, if required by the Engineer, shall be considered incidental to and included in the unit contract prices for other items. Cost of connecting pipe to structures shall be included in the various unit contract prices for storm sewer pipe, and no additional compensation will be allowed. Abandonment and plugging of pipe shall be included in the lump sum contract price for "Removal of Structure and Obstruction". No separate payment will be made. 67 06/06/2013 7-05 MANHOLES, INLETS, AND CATCH BASINS 7-05.3 Construction Requirements Section 7-05.3 is supplemented by adding the following: All manholes shall have eccentric cones and shall have ladders. Sanitary sewer pipe to manhole connections shall be "Kor-n-Seal" boot or approved equal. 7-05.3(1) Adjusting Manholes and Catch Basins to Grade Section 7-05.3(1) is replaced with: Where shown in the Plans or where directed by the Engineer, the existing manholes, catch basins, or inlets shall be adjusted to the grade as staked or otherwise designated by the Engineer. The existing cast iron ring and cover on manholes and the catch basin frame and grate shall first be removed and thoroughly cleaned for reinstalling at the new elevation. From that point, the existing structure shall be raised or lowered to the required elevation. The Contractor shall construct manholes so as to provide adjustment space for setting cover and casting to a finished grade as shown on the Construction Plans. Manhole ring and covers shall be adjusted to the finished elevations per standard detail 400.1, prior to final acceptance of the Work. Manholes in unimproved areas shall be adjusted to 6" above grade. In unpaved streets: manholes, catch basins, and similar structures in areas to be surfaced with crushed rock or gravel shall be constructed to a point approximately eight inches below the subgrade and covered with a temporary wood cover. Existing manholes shall be cut off and covered in a similar manner. The Contractor shall carefully reference each manhole so that they may be easily found upon completion of the street Work. After placing the gravel or crushed stone surfacing, the manholes and manhole castings shall be constructed to the finished grade of the roadway surface. Excavation necessary for bringing manholes to grade shall center about the manhole and be held to the minimum area necessary. At the completion of the manhole adjustment, the void around the manhole shall be backfilled with materials which result in the section required on the typical roadway section, and be thoroughly compacted. In cement concrete pavement: manholes, catch basins, and similar structures shall be constructed and adjusted in the same manner as outlined above except that the final adjustment shall be made and cast iron frame be set after forms have been placed and checked. In placing the concrete pavement, extreme care shall be taken not to alter the position of the casting in any way. In asphalt concrete pavement: manholes shall not be adjusted until the pavement is completed, at which time the center of each manhole shall be carefully relocated from references previously established by the Contractor. The pavement shall be cut in a restricted area and base material be removed to permit removal of the cover. The manhole shall then be brought to proper grade utilizing the same methods of construction as for the manhole itself. The cast iron frame shall be placed on the concrete blocks and wedged up to the desired grade. The asphalt concrete pavement shall be cut and removed to a neat circle, the diameter of which shall be equal to the outside diameter of the cast iron frame plus two feet. The base materials and crushed rock shall be removed and Class 3000 or Commercial Portland Cement Concrete shall be placed so that the entire volume of the excavation is replaced up to but not to exceed 2 inches of the finished pavement surface. On the day following placement of the concrete, the edge of the asphalt concrete pavement, and the outer edge of the casting shall be painted with hot asphalt cement. Asphalt Class G concrete shall then be placed and compacted with hand tampers and a patching roller. The complete patch shall match the existing paved surface for texture, density, and uniformity of grade. The joint between the patch and the existing pavement shall then be carefully painted with hot asphalt cement or asphalt emulsion and shall be immediately covered with dry paving sand before the asphalt cement solidifies. The inside throat of the manhole shall be thoroughly mortared and plastered. Adjustment of inlets: The final alignment and grade of cast iron frames for new and old inlets to be adjusted to grade will be established from the forms or adjacent pavement surfaces. The final adjustment of the top of the inlet will be performed in similar manner to the above for manholes. On asphalt concrete paving projects using curb and gutter section, that portion of the cast iron frame not embedded 68 1 06/06/2013 in the gutter section shall be solidly embedded in concrete also. The concrete shall extend a minimum of six inches beyond the edge of the casting and shall be left 2 inches below the top of the frame so that the wearing course of asphalt concrete pavement will butt the cast iron frame. The existing concrete pavement and edge of the casting shall be painted with hot asphalt cement. Adjustments in the inlet structure shall be constructed in the same manner and of the same material as that required for new inlets. The inside of the inlets shall be mortared and plastered. Monuments and cast iron frame and cover: monuments and monument castings shall be adjusted to grade in the same manner as for manholes. Valve box castings: adjustments of valve box castings shall be made in the same manner as for manholes. I7-05.3(2) Abandon Existing Manholes Section 7-05.3(2) is revised as follows: Where it is required that an existing manhole be abandoned, the structure shall be broken down to a depth of at least 4 feet below the revised surface elevation, all connections plugged, the manhole base shall be fractured to prevent standing water, and the manhole filled with sand and compacted to 1 90 percent density as specified in Section 2-03.3(14)C. Debris resulting from breaking the upper part of the manhole may be mixed with the sand subject to the approval of the Engineer. The ring and cover shall be salvaged and all other surplus material disposed of. 7-05.3(2)A Abandon Existing Sanitary Sewer Pipes Section 7-05.3(2)A is a new section: Where it is required that an existing sanitary sewer pipe be abandoned (or portions of pipe installed as part of this project which are to be abandoned as shown on the Plans), both ends of the abandoned pipe and all lateral connections to the pipe shall be plugged with 3,000 psi cement concrete and the pipe shall be filled with cement -based grout. A cement -based grout shall be used to fill the void of the abandoned sewer pipe. The grouting material 1 must have a strength of at least 100 psi and shall have flow characteristics appropriate for filling a sanitary sewer. The grout mix designed and method of installation shall be approved by the Engineer prior to beginning the operation (See Section 9-03.22). 7-05.3(3) Connections to Existing Manholes Section 7-05.3(3) is supplemented by adding the following: Where shown on the Plans, new drain pipes shall be connected to existing line, catch basin, curb inlets and/or manholes. The Contractor shall be required to core drill into the structure, shape the new pipe to fit and re -grout the opening in a workmanlike manner. Where directed by the Engineer or where shown on the Plans, additional structure channeling will be required. Connections to existing sanitary sewer manholes shall be core drilled. Couplings shall be equal to "Kor-n- Seal" boots. Existing sanitary sewer manholes shall be cleaned, repaired, and re -channeled as necessary to match the new pipe configuration and as shown on the Construction Plans. A "connection to existing" item will be allowed at any connection of a new line to an existing structure, or the connection of a new structure to a existing line. No "connection to existing" will be accepted at the location of new installation, relocation and adjustment of line manholes, catch basins, or curb inlets. Any damage to existing pipe or structure that is to remain in place resulting from the Contractor's operations shall be repaired or replaced at her/his own expense. The unit bid price per each shall be full compensation for all labor, materials and equipment required. 69 06/06/2013 7-05.3(5) Manhole Coatings Section 7-05.5 is an added new section: All new sanitary sewer manholes shall be coated as specified below. The following coating system Specifications shall be used for coating (sealing) all interior concrete surfaces of sanitary sewer manholes. Coating Material: High Solids Urethane Surfaces: Concrete Surface Preparation: In accordance with SSPC SP-7 (Sweep of brush off blast) Application: Shop/Field The drying time between coats shall not exceed 24 hours in any case System Thickness: 6.0 mils dry film Coatings: Primer: One coat of Wasser MC-Aroshield (2.0 mils DFT) Finish: Two or more coats of Wasser MC-Aroshield (min. 4.0 mils DFT) Color: White 7-05.4 Measurement Section 7-05.4 is revised and supplemented as follows: Manholes will be measured per each. Measurement of manhole heights for payment purposes will be the distance from finished rim elevation to the invert of the lowest outlet pipe. Adjustments of new structures and miscellaneous items such as valve boxes shall be considered incidental to the unit contract price of the new item and no further compensation shall be made. Connection to existing pipes and structures shall be measured per each. 7-05.5 Payment Section 7-05.5 is supplemented as follows: "Adjust Existing " per each. The unit contract price per each for "Adjust Existing shall be full pay for all costs necessary to make the adjustment including restoration of adjacent areas in a manner acceptable to the Engineer. If no bid item for Structure Excavation Class A or Structure Excavation Class B is included in the schedule of prices then the Work will be considered incidental and its cost should be included in the cost of the pipe. "Connect to Existing Catch Basin," per each. "Connect Structure to existing pipe," per each. 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS 7-08.3 Construction Requirements 7-08.3(1)C Bedding the Pipe Section 7-08.3(1)C is supplemented by adding the following: Pipe bedding for PVC sewer pipe shall consist of clean, granular pea gravel consistent with Section 9- 03.12(3). It shall be placed to a depth of 6" over and 6" under the exterior walls of the pipe. Hand compaction of the bedding materials under the pipe haunches will be required. Hand compaction 70 11 06/06/2013 I I I I shall be accomplished by using a suitable tamping tool to firmly tamp bedding material under the haunches of the pipe. Care shall be taken to avoid displacement of the pipe during the compaction effort. Pipe bedding shall be considered incidental to the pipe and no further compensation shall be made. 7-08.3(1)D Pipe Foundation Section 7-08.3(1)D is a new section: Pipe foundation in poor soil: When soft or unstable material is encountered at the subgrade which, in the opinion of the Engineer, will not uniformly support the pipe, such material shall be excavated to an additional depth as required by the Engineer and backfilled with foundation gravel material placed in maximum 12-inch lifts. Foundation gravel shall be ballast and conform to the requirements of Section 9- 03.9(1) of the Standard Specifications. Corrections faulty grade: Excess excavation below grade shall be backfilled with foundation gravel as specified above and thoroughly compacted to the required grade line. 7-08.3(2)A Survey Line and Grade Section 7-08.3(2)A is replaced with: Survey line and grade control shall be provided in accordance with Sections 1-05.4, 1-05.5 and 1-11 in a manner consistent with accepted practices. The Contractor shall transfer line and grade into the trench where they shall be carried by means of a laser beam. Any other procedure shall have the written approval of the Engineer. 7-08.3(2)B Pipe Laying — General Section 7-08.3(2)B is supplemented by adding the following: Checking of the invert elevation of the pipe may be made by calculations from measurements on the top of the pipe, or by looking for ponding of 1/2" or less, which indicates a satisfactory condition. At manholes, when the downstream pipe(s) is of a larger size, pipe(s) shall be laid by matching the (eight - tenths) flow elevation, unless otherwise approved by the Engineer. ' All pipe, fittings, etc. shall be carefully handled and protected against damage, impact shocks, and free fall. All pipe handling equipment shall be acceptable to the Engineer. Pipe shall not be placed directly on rough ground but shall be supported in a manner, which will protect the pipe against injury whenever stored at the trench site or elsewhere. No pipe shall be installed where the lining or coating show defects 1 that may be harmful as determined by the Engineer. Such damaged lining or coating shall be repaired, or a new undamaged pipe shall be furnished and installed. The Contractor shall inspect each pipe and fitting prior to installation to insure that there are not damaged portions of the pipe. Any defective, damaged, or unsound pipe shall be repaired or replaced. All foreign matter or dirt shall be removed from the interior of the pipe before lowering into position in the trench. Pipe shall be kept clean during and after laying. All openings in the pipeline shall be closed with watertight expandable type sewer plugs at the end of each day's operation, or whenever the pipe openings are left unattended. The use of burlap, wood, or other similar temporary plugs will not be permitted. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the Engineer may change the alignment and/or the grades. Except for short runs, which may be permitted by the Engineer, pipes shall be laid uphill on grades that exceed 10 percent. Pipe, which is laid on a downhill grade, shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. Unless otherwise required, all pipe shall be laid straight between the changes in alignment, and at uniform grade between changes in grade. For concrete pipes with elliptical reinforcement, the pipe shall be placed with the minor axis of the reinforcement in a vertical position. 71 06/06/2013 Immediately after the pipe joints have been made, proper gasket placement shall be checked with a feeler gage as approved by the pipe manufacturer to verify proper gasket placement. 7-08.3(2)E Rubber Gasketed Joints Section 7-08.3(2)E is supplemented as follows: Care shall be taken by the Contractor to avoid over pushing the pipe and damaging the pipe or joint system. Any damaged pipe shall be replaced by the Contractor at his expense. 7-08.3(2)H Sewer Line Connections Section 7-08.3(2)H is supplemented by adding the following: All connections not occurring at a manhole or catch basin shall be done utilizing pre -manufactured tee connectors or pipe sections approved by the Engineer. Any other method or materials proposed for use in making connections shall be subject to approval by the Engineer. Unless otherwise approved by the Engineer, all connections of lateral sewers to existing mains shall be made through a cast iron saddle secured to the sewer main with stainless steel bands. When the existing main is constructed of PVC, plain or reinforced concrete, cast or ductile iron pipe, the existing main shall be core drilled. When the existing main is constructed of vitrified clay, the main shall be re -sectioned with flexible couplings, Fernco or approved equal. Connections (unless booted connections have been provided for) to existing concrete manholes shall be per Section 7-05.3(3). 7-08.3(2)J Placing PVC Pipe Section 7-08.3(2)J is an added new section: In the trench, prepared as specified in Section 7-02.3(1) PVC pipe shall be laid beginning at the lower end, with the bell end upgrade. Pea gravel will be used as the bedding material and extend from 6" below the bottom of the pipe to 6" above the top of the pipe. When it is necessary to connect to a structure with a mudded joint a rubber gasketed concrete adapter -collar will be used at the point of connection. 7-08.3(3)A Backfilling Sanitary Sewer Trenches Section 7-08.3(3)A is a new section supplementing 7-08.3(3) To the maximum extent available, suitable material obtained from trench excavation shall be used for trench backfill. All material placed as trench backfill shall be free from rocks or stones larger than 6 inches in their greatest dimension, brush, stumps, logs, roots, debris, and organic or other deleterious materials. No stones or rock shall be placed in the upper three feet of trench backfill. Rock or stones within the allowable size limit incorporated in the remainder of fills shall be distributed so that they do not congregate or interfere with proper compaction. If the native material is considered by the Engineer as unsuitable for backfill, or where unsuitable material is requested by the Engineer to be removed or over -excavated from trench excavations, then Bank Run Gravel for Trench Backfill Sewer material conforming to the requirements of Section 9-03.19 shall be used. All native or imported backfill material shall be compacted to 95% of maximum dry density per ASTM D 1557 unless otherwise specified herein or on the Plans. Backfill within paved areas shall be compacted to at least 95 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. This includes the foundation, backfill, and base course materials. Maximum lift thickness of backfill shall not exceed 24 inches between the top of the bedding and 4 feet below grade and 12 inches from 4 feet below grade to the base of the subgrade. The Engineer may be on -site to collect soil samples and to test compaction. The Contractor shall provide site access at all times for compaction testing and sample collection. Areas of the trench which fail to meet the compaction requirements shall be removed and replace and re -compacted at the Contractor's 72 1 06/06/2013 expense. The Contractor shall be responsible for any settlement of backfill, sub -base, and pavement that may occur during the period stipulated in the Contract conditions. All repairs necessary due to settlement shall be made by the Contractor at his expense. I Backfill in unimproved areas shall be compacted to at least 90 percent of maximum dry density as determined by the modified proctor compaction test, ASTM D1557. IThe Contractor shall be responsible for the disposal of any excess excavated material. 7-08.4 Measurement The first paragraph of Section 7-08.4 is revised as follows: Gravel backfill for foundations, or gravel backfill for pipe zone bedding when used for foundations, shall be measured by the cubic yard, including haul, as specified in 2-09, or by the ton. 7-08.5 Payment Section 7-08.5 is replaced with: Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Gravel Backfill for Foundations Class ", per cubic yard or ton. "Gravel Backfill for Pipe Zone Bedding", per cubic yard or ton. All costs associated with furnishing and installing bedding and backfill material within the pipe zone in the installation of culvert, storm sewer, and sanitary sewer pipes shall be included in the unit contract price for the type and size of pipe installed. "Plugging Existing Pipe", per each. "Commercial Concrete", per cubic yard. "Structure Excavation Class B", per cubic yard. "Structure Excavation Class B Incl. Haul", per cubic yard. Unless specifically identified and provided as separate items, structure excavation, dewatering and backfilling shall be incidental to pipe installation and no further compensation shall be made. All costs in jointing dissimilar pipe with a coupling or concrete collar shall be included in the unit contract price per foot for the size and type of pipe being jointed. "Shoring or Extra Excavation Class B", per square foot. If this pay item is not in the Contract, then it shall be incidental. 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.3(15)A Ductile Iron Pipe The first paragraph of Section 7-09.3(15)A is revised as follows: Long radius (500 feet or more) curves, either horizontal or vertical, may be laid with standard pipe by deflecting the joints. If the pipe is shown curved in the Plans and no special fittings are shown, the Contractor can assume that the curves can be made by deflecting the joints with standard lengths of pipe. If shorter lengths are required, the Plans will indicate maximum lengths that can be used. The amount of deflection at each pipe joint when pipe is laid on a horizontal or vertical curve shall not exceed one half of the manufacturer's printed recommended deflections. 7-09.3(15)B Polyvinyl Chloride (PVC) Pipe (4 inches and Over) Section 7-09.3(15)B is supplemented as follows: Polyvinyl Chloride (PVC) Pipe shall not be used for water mains and appurtenances. 7-09.3(17) Laying Ductile Iron Pipe and Fittings with Polyethylene Encasement The title and text of section 7-09.3(17) has been revised as follows: 73 06/06/2013 The Contractor shall lay ductile iron pipe with a polyethylene encasement. Pipe and polyethylene encasement shall be installed in accordance with AWWA C105. The polyethylene encasement shall also be installed on all appurtenances, such as pipe laterals, couplings, fittings, and valves, with 8-mil polyethylene plastic in accordance with Section 4-5 of ANSI 21.5 or AWWA C105. The polyethylene wrap shall be tube type and black color. Any damage that occurs to the wrap shall be repaired in accordance with ANSI/AWWA C105/A21.5-93. Installation of the polyethylene encasement shall be considered incidental to the installation of the pipe and no additional payment shall be allowed. 7-09.3(19)A Connections to Existing Mains Section 7-09.3(19)A is revised and supplemented as follows: The Contractor may be required to perform the connection during times other than normal working hours. The Contractor shall not operate any valves on the existing system. Water system personnel will operate all valves on the existing system for the Contractor when required. No Work shall be performed on the connections unless a representative of the water department is present to inspect the Work. When not stated otherwise in the special provisions or on the plans, all connections to existing water mains will be done by City forces as provided below: City Installed Connections: Connections to existing piping and tie-ins are indicated on the drawings. The Contractor must verify all existing piping, dimensions, and elevations to assure proper fit. Connections to the existing water main shall not be made without first making the necessary arrangements with the Engineer in advance. A two -week advance notice shall be required for each connection which requires a cutting of the existing water mains or a shut -down of the existing water mains. The City reserves the right to re -schedule the connection if the Work area is not ready at the scheduled time for the connection. Work shall not be started until all the materials, equipment and labor necessary to properly complete the Work are assembled on site. The Contractor shall provide all saw -cutting, removal and disposal of existing surface improvements, excavation, haul and disposal of unsuitable materials, shoring, de -watering, foundation material, at the connection areas before the scheduled time for the connection by the City. The Contractor shall provide all materials necessary to install all connections as indicated on the construction plans, including but not limited to the required fittings, couplings, pipe spools, shackle materials to complete the connections. The Contractor shall provide and install concrete blocking, polywrap the piping at the connections, backfill and surface restoration at the locations shown on the plans for the connections to the existing water mains. The City will cut the existing main and assemble all materials. 7-09.3(21) Concrete Thrust Blocking and Dead -Man Block Section 7-09.3(21) has been supplemented by adding the following: Provide concrete blocking at all hydrants, fittings and horizontal or vertical angle points. Conform to the City of Renton Standard Details for general blocking, and vertical blocks herein. All fittings to be blocked shall be wrapped with 8-mil polyethylene plastic. Concrete blocking shall be properly formed with plywood or other acceptable forming materials and shall not be poured around joints. The forms shall be stripped prior to backfilling. Joint restraint (shackle rods), where required, shall be installed in accordance with Section 7-11.3(15). Provide concrete dead -man blocks at locations shown on the plans. The dead -man block shall include reinforcing steels, shackle rods, installation and removal of formwork. 74 1 06/06/2013 Blocking shall be commercial concrete (hand -mixed concrete is not allowed) and poured in place. 7-09.3(23) Hydrostatic Pressure Test I Section 7-09.3(23) is supplemented and revised as follows: (******) A hydrant meter and a backflow prevention device will be used when drawing water from the City I system. These may be obtained from the City by completing the required forms and making the required security deposits. There will be a charge for the water used. Before applying the specified test pressure, air shall be expelled completely from the pipe, valves and hydrants. If permanent air vents are not located at all high points, the contractor shall install corporation cocks at such points so that the air can be expelled as the line is filled with water. After all the air has been expelled, the corporation cocks shall be closed and the test pressure applied. At the conclusion of the pressure test, the corporation cocks shall be removed and plugged. j The quantity of water required to restore the pressure shall be accurately determined by either 1) pumping from an open container of suitable size such that accurate volume measurements can be made by the Owner or, 2) by pumping through a positive displacement water meter with a sweep unit hand registering 1 gallon per revolution. The meter shall be approved by the Engineer. Acceptability of the test will be determined by two factors, as follows: 1. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in the following table. 2. The loss in pressure shall not exceed 5 psi during the 2 hour test period. All water used to perform hydrostatic pressure shall be charged a usage fee. Allowable leakage per 1000 ft. of pipeline* in GPH 1 11 I I I Nominal Pipe Diameter in inches PSI 6" 8" 10" 12" 16" 20" 24" 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 *If the pipeline under test contains sections of various diameters, the allowable leakage will be the sum of the computed leakage for each size. For those diameters or pressures not listed, the formula below shall be used: The quantity of water lost from the main shall not exceed the number of gallons per hour as determined by the formula L=N P 7400 in which: L = Allowable leakage, gallons/hour N = No. of joints in the length of pipeline tested D = Nominal diameter of the pipe in inches P = Average test pressure during the leakage test, psi The paragraph stating that "There shall not be an appreciable or abrupt loss in pressure during the 15 minute test period." Is deleted. 1 75 06/06/2013 7-09.3(24)A Flushing and "Poly -pigging" Section 7-09.3(24)A shall be revised and supplemented as follows: Sections of pipe to be disinfected shall first be poly -pigged to remove any solids or contaminated material that may have become lodged in the pipe. If the main cannot be "poly -pigged", then a tap shall be provided large enough to develop a velocity of at least 2.5 fps in the main. The "Poly -pig" shall be equal to Girard Industries Aqua -Swab -AS, 2lb/cu-ft density foam with 90A -durometer urethane rubber coating on the rear of the "Poly -pig" only. The "Poly -pig" shall be cylinder shaped with bullet nose or squared end. The paragraph stating: "Where dry calcium hypochlorite is used for disinfection of the pipe, flushing shall be done after disinfection" is deleted. Dechlorination of all water used for disinfection shall be accomplished in accordance with the City of Renton Standard Details. Water containing chlorine residual in excess of that carried in the existing water system, shall not be disposed into the storm drainage system or any water way. 7-09.3(24)D Dry Calcium Hypochlorite Section 7-09.3(24)D has been replaced with: Dry calcium hypochlorite shall not be placed in the pipe as laid. 7-09.3(24)K Retention Period Section 7-09.3(24)K has been revised as follows: Treated water shall be retained in the pipe at least 24 hours but no longer than 48 hours. After this period, the chlorine residual at pipe extremities and at other representative points shall be at least 25 mg/I. 7-09.3(24)N Final Flushing and Testing Section 7-09.3(24)N has been revised as follows: Before placing the lines into service, a satisfactory report shall be received from the local or State health department or an approved testing lab on samples collected from representative points in the new system. Samples will be collected and bacteriological tests obtained by the Engineer. 7-09.3(25) Joint Restraint Systems Section 7-09.3(25) is a new additional section: General: Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joint restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus Ohio 43216, unless an equal alternate is approved in writing by the Engineer. Materials: Steel types used shall be: High strength low -alloy steel (cor-ten), ASTM A242, heat -treated, superstar "SST" series High strength low -alloy steel (cor-ten), ASTM A242, superstar "SS" series. Items to be galvanized are to meet the following requirements: ASTM A153 for galvanizing iron and steel hardware. ASTM A123 for galvanizing rolled, pressed and forged steel shapes. 76 1 06/06/2013 1 Joint restrainer system components: Tiebolt: ASTM A242, type 2, zinc plated or hot -dip galvanized. SST 7:5/8" for 2" and 3" mechanical joints, 3/4" for 4" to 12" mechanical joints, ASTM A325, type 3D, except tensile strength of full -body threaded section shall be increased to 40,000 lbs. minimum for 5/8" and 60,000 lbs. minimum for 3/4" by heat treating (quenching and tempering) to manufacturer's reheat and hardness specifications. SST 753: 3/4" for 14" to 24" mechanical joints. same ASTM specification as SST 7. SST 77: 3/4" same as SST 7, except 1" eye for 7/8" rod. same ASTM specification as SST 7. Tienut: heavy hex nut for each tiebolt: SS8: 5/8 and 3/4", ASTM A563, grade C3, or zinc plated. S8: 5/8" and 3/4", ASTM A563, grade A, zinc plated or hot -dip galvanized. Tiecoupling: used to extend continuous threaded rods and are provided with a center stop to aid installation, zinc plated or hot -dip galvanized. SS10: for 5/8" and 3/4" tierods, ASTM A563, grade C3. S10: for 5/8" and 3/4" tierods, ASTM A563, grade A. Tierod: continuous threaded rod for cutting to desired lengths, zinc plated or hot -dip galvanized. SS12: 5/8" and 3/4" diameter, ASTM A242, type 2; ANSI 131.1. S12: 5/8" and 3/4" diameter, ASTM A36, A307. Tiewasher: round flat washers, zinc plated or hot -dip galvanized. SS17: ASTM A242, F436. S17: ANSI B18.22.1. Installation: Install the joint restraint system in accordance with the manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the MJ follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Pipe Diameter Number of 3/4" Tie Rods Required 4................................................ 2 6................................................ 2 8................................................ 3 10".............................................4 12............................................... 6 14............................................... 8 16............................................... 8 18............................................... 8 20............................................... 10 24............................................... 14 30............................................... (16-7/8"rods) 36............................................... (24-7/8"rods) 1 Where a manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adapter shall be used instead, so as to provide adequate space for locating the tiebolts. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length between fittings. Insert long body solid sleeves as required on longer runs to keep tierod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Where poly wrapping is required all tiebolts, tienuts, tiecouplings, tierods, and tiewashers, shall be galvanized. All disturbed sections will be painted, to the Inspector's satisfaction, with koppers bitomastic 1 no. 300-m, or approved equal. Where poly wrapping is not required all tiebolts, tienuts, tiecouplings, tierods and tiewashers may be 77 06/06/2013 galvanized as specified in the preceding paragraph or plain and painted in the entirety with koppers bitumastic no. 800-m, or approved equal. Tiebolts, tienuts, tiecouplings, tierods, and tiewashers shall be considered incidental to installation of the pipe and no additional payment shall be made. 7-09.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is -shown -in -Section 1-09.14 Section 7-09.4 is revised as follows: Measurement of bank run gravel for trench backfill will be by the cubic yard measured by the calculation of neat lines based on maximum trench width per Section 2-09.4 or by the ton, in accordance with Section 1-09. Measurement for payment of concrete thrust blocking and dead -man blocks will be per cubic -yard when these items are included as separate pay items. If not included as separate pay items in the contract, then thrust blocking and dead -man blocks shall be considered incidental to the installation of the water main and no further compensation shall be made. Measurement for payment for connections to existing water mains will be per each for each connection to existing water main(s) as shown on the Plans. 7-09.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-09.5 is revised and supplemented as follows: "Furnish and Install Ductile Iron Water Main & Fittings", per lineal foot. The unit contract price per linear foot for each size and kind of "Furnish and Install Ductile Iron Water Main & Fittings" shall be full pay for the bid item as described in Section 1-09.14. "Concrete Thrust Blocking and Dead -Man Anchor Blocks", per cubic yard. The unit contract price per cubic yard for "Concrete Concrete Thrust Blocking and Dead -Man Anchor Blocks " shall be full pay for the bid item as described in Section 1-09.14. "Connection to Existing Water Mains", per each. The unit contract price per each for "Connection to Existing Water Mains" shall be full pay for the bid item as described in Section 1-09.14. "Select Imported Trench Backfill", per cubic yard or ton. The unit contract price per cubic yard or ton for "Select Imported Trench Backfill" shall be full pay for the bid item as described in Section 1-09.14. "Removal and Replacement of Unsuitable Foundation Material", per ton or cubic yard. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Foundation Material" shall be full pay for the bid item as described in Section 1-09.14. 7-12 VALVES FOR WATER MAINS 7-12.3(1) Installation of Valve Marker Post Section 7-12.3(1) has been revised as follows: Where required, a valve marker post shall be furnished and installed with each valve. Valve marker posts shall be placed at the edge of the right-of-way opposite the valve and be set with 18 inches of the post exposed above grade. 78 1 06/06/2013 The rest of this section is deleted. 7-12.3(2) Adjust Existing Valve Box to Grade Section 7-12.3(2) is a new section: Valve boxes shall be adjusted to grade in the same manner as for manholes, as detailed in Section 7- 05.3(1) of the City of Renton Standard Details. Valve box adjustments shall include, but not be limited to, the locations shown on the Plans. Existing roadway valve boxes shall be adjusted to conform to final finished grades. The final installation shall be made in accordance with the applicable portions of Section 7-12. In the event that the existing valve box is plugged or blocked with debris, the Contractor shall use whatever means necessary to remove such debris, leaving the valve installation in a fully operable ■ condition. The valve box shall be set to an elevation tolerance of one-fourth inch (1/4") to one-half inch (1./2") below finished grade. 7-12.4 Measurement Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.4 is supplemented by adding the following: Adjustment of existing valve boxes to grade shall be measured per each, if included as a separate pay item in the Contract; if not a separate pay item but required to complete the Work, then val.ue box adjustment shall be considered incidental. Hydrant auxiliary gate valve will be included in the measurement for hydrant assembly and will not be included in this measurement item. 7-12.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-12.5 is replaced with the following: "Furnish and Install -Inch Gate Valve Assembly", per each. +� The unit contract price per each for "Furnish and Install -Inch Gate Valve Assembly" shall be full pay for the bid item as described in Section 1-09.14. "Air-Release/Air-Vacuum Valve Assembly," per each. The unit contract price per for air-release/air-vacuum valve assembly shall be for all, labor, equipment and material to complete the installation of the assembly including but not limited to, excavating, tapping the main, laying and jointing the pipe and fittings and appurtenances, backfilling, testing, flushing, and disinfection, meter box and cover, at location shown on the plans, and per the City of Renton Standard Details, latest revision. "Adjust Existing Valve Box to Grade (RC)," per each. The contract bid price for "Adjust Existing Valve Box to Grade" above shall be full compensation for all labor, material, tools and equipment necessary to satisfactorily complete the Work as defined in the Contract Documents, including all incidental Work. If not included as a separate pay item in the Contract, but required to complete other Work in the Contract, then adjustment of valve boxes shall be considered incidental to other items of Work and no further compensation shall be made. 1 79 06/06/2013 7-14 HYDRANTS 7-14.3(1) Setting Hydrants Paragraph four and five of Section 7-14.3(1) is revised and the section is supplemented as follows: After all installation and testing is complete, the exposed portion of the hydrant shall be painted with two field coats. The type and color of paint will be designated by the Engineer. Any hydrant not in service shall be identified by covering with a burlap or plastic bag approved by the Engineer. Hydrants shall be installed in accordance with AWWA specifications C600-93, Sections 3.7 and 3.8.1 and the City of Renton Standard Details. Hydrant and guard posts shall be painted in accordance with the standard details. Upon completion of the project, all fire hydrants shall be painted to the City of Renton specifications and guard posts painted with two coats of preservative paint NO. 43-655 Safety Yellow or approved equal. Fire hydrants shall be of such length as to be suitable for installation with connections to 6", 8" AND 10" piping in trenches 3 - 1/2 feet deep unless otherwise specified. The hydrant shall be designed for a 4-1/2 foot burial where 12" and larger pipe is shown unless otherwise noted on the plan. Fire hydrant assembly shall include: cast-iron or ductile iron tee (MJ x FL), 6" gate valve (FL x MJ), 6" DI spool (PE x PE), 5-1/4" MVO fire hydrant (MJ connection), 4" x 5" Stortz adapter, cast iron valve box and cover, /4" shackle rods and accessories, concrete blocks and two concrete guard posts (only if hydrants are outside of right-of-way). Joint restraint (Shackle Rods) shall be installed in accordance with Section 7-11.3(15). 7-14.3(3) Resetting Existing Hydrants Section 7-14.3(3) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.3(4) Moving Existing Hydrants Section 7-14.3(4) is supplemented by adding the following: All hydrants shall be rebuilt to the approval of the City (or replaced with a new hydrant). All rubber gaskets shall be replaced with new gaskets of the type required for a new installation of the same type. 7-14.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-14.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install Hydrant Assembly", per each. The unit contract price per each for " Furnish and Install Hydrant Assembly", shall be full pay for the bid item as described in Section 1-09.14. "Resetting Existing Hydrants", per each. The unit contract price per each for "Resetting Existing Hydrant" shall be full pay for all Work to reset the existing hydrant, including rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. 80 06/06/2013 t "Moving Existing Hydrants", per each. The unit contract price per each for "Moving Existing Hydrant" shall be full pay for all Work to move the existing hydrant, including new tee, rebuilding (or replacement with a new hydrant), shackling, blocking, painting, and guard posts and reconnecting to the main. The new pipe connecting the hydrant to the main shall be considered incidental and no additional payment shall be made. Guard posts, shown on the Plans shall be incidental to the contract. 7-15 SERVICE CONECTIONS 7-15.3 Construction Details Section 7-15.3 is supplemented as follows: Pipe materials used to extend or replace existing water service lines shall be copper. Where installation is in existing paved streets, the service lines shall be installed by a trenchless percussion and impact method (hoe -hogging). If the trenchless percussion and impact method fails, regular open trench methods may be used. 7-15.5 Payment Measurement and Payment Schedule for installation of water mains and appurtenances is shown in Section 1-09.14 Section 7-15.5 is revised as follows: Payment will be made in accordance with Section 1-04.1, for the following bid item when it is included in the proposal: "Furnish and Install In. Water Service Connection", per each. The unit contract price per each for " Furnish and Install In. Water Service Connection", shall be full pay for the bid item as described in Section 1-09.14. 7-17 SANITARY SEWERS 7-17.2 Materials Section 7-17.2 is replaced with the following: Pipe Gravity sewer pipe shall be as specified herein and as shown on the Plans. The Contractor shall provide two copies of the pipe manufacturer's technical literature and tables of dimensional tolerances to the Engineer. Any pipe found to have dimensional tolerances in excess of those prescribed or having defects, which prevent adequate joint seal or any other damage, shall be rejected. If requested by the Engineer, not less than three nor more than five lengths of pipe for each size, selected from stock by the Engineer, shall be tested as specified for maximum dimensional tolerance of the respective pipe. Material for PVC sewer pipe shall meet the requirements of Section 9-05.12. All pipe shall be clearly marked with type, class, and thickness. Lettering shall be legible and permanent under normal conditions of handling and storage. 81 06/06/2013 7-17.3 Construction Requirements 7-17.3(1) Protection of Existing Sewerage Facilities Section 7-17.3(1) is supplemented by adding the following: When extending an existing sewer, the downstream system shall be protected from construction debris by placing a screen or trap in the first existing manhole downstream of the connection. It shall be the Contractor's responsibility to maintain this screen or trap until the new system is placed in service and then to remove it. Any construction debris, which enters the existing downstream system, shall be removed by the Contractor at his expense, and to the satisfaction of the Engineer. When the first manhole is set, its outlet shall be plugged until acceptance by the Engineer. 7-17.3(2)H Television Inspection Section 7-17.3(2)H is supplemented by adding the following: Once the television inspection has been completed the Contractor shall submit to the Engineer the written reports of the inspection plus the videos. Said videos are to be in color and compatible with the City's viewing and recording systems. The City will accept video submittals on DVD viewable on a standard player or a CD or DVD compatible with Cues DataCAP 4.0. 7-17.4 Measurement Section 7-17.4 is supplemented as follows: Measurement of "Bank Run Gravel for Trench Backfill Sewer" will be determined by the cubic yard in place, measured by the neat line dimensions shown in the Plans, or by the ton on truck tickets. 7-17.5 Payment Measurement and Payment Schedule for installation of sanitary sewer mains and appurtenances is shown in Section 1-09.14 Section 7-17.5 is revised and supplemented as follows: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Furnish and Install In. sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. "Furnish and Install In. side sewer pipe", per linear foot. The unit contract price per each for " Furnish and Install In. side sewer pipe", shall be full pay for the bid item as described in Section 1-09.14. "Testing Sewer Pipe", per linear foot. The unit contract price per linear foot for "Testing Sewer Pipe" shall be full pay for all labor, material and equipment required to conduct the leakage tests required in Section 7-17.3(2). If no unit price for "Testing Sewer Pipe" is included it shall be considered incidental to the pipe items. "Removal and Replacement of Unsuitable Material", per cubic yard or ton. The unit contract price per cubic yard or ton for "Removal and Replacement of Unsuitable Material" shall be full pay for all Work to remove unsuitable material and replace and compact suitable material as specified in Section 7-08.3(1)A. "Bank Run Gravel for Trench Backfill Sewer", per cubic yard or ton. The unit contract price per cubic yard or ton for "Bank Run Gravel for Trench Backfill Sewer" shall be full pay for all Work to furnish, place, and compact material in the trench. 82 06/06/2013 L' I I I "Television Inspection", per linear foot. 8-09 RAISED PAVEMENT MARKERS 8-09.5 Payment Section 8-09.5 has been revised as follows: Payment will be made for each of the following bid items that are included in the proposal: "Raised Pavement Marker Type 1", per each. "Raised Pavement Marker Type 2", per each. "Raised Pavement Marker Type 3- In.", per each. "Recessed Pavement Marker", per each. The unit contract price per each for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2", and "Raised Pavement Marker Type 3- In." and "Recessed Pavement Marker" shall be full pay for all labor, materials, and equipment necessary for furnishing and installing the markers in accordance with these Specifications, including all cost involved with traffic control unless traffic control is listed in the Contract as a separate pay item. 8-13 MONUMENT CASES 8-13.1 Description Section 8-13.1 is revised and supplemented as follows: This Work shall consist of furnishing and placing monument cases and covers, in accordance with the Standard Plans and these Specifications, in conformity with the lines and locations shown in the Plans or as staked by the Engineer or by the Contractor supplied Surveyor. 8-13.3 Construction Requirements Paragraphs 2 and 3 of Section 8-13.3 is revised and supplemented as follows: The monument will be furnished and set by the Engineer or by the Contractor supplied Surveyor. When existing monuments will be impacted by a project, the Contractor shall be responsible for assuring that a registered surveyor references the existing monuments prior to construction. After construction is complete, the monuments shall be re-established by the Surveyor in accordance with RCW58.09.130. 8-13.4 Measurement Section 8-13.4 is supplemented by adding the following: All costs for surveying and resetting existing monuments impacted by construction shall be considered incidental to the Contract unless specifically called out to be paid as a bid item. 8-13.5 Payment Section 8-13.5 is supplemented by adding the following: "Reset Existing Monument" per each. Resetting an existing monument impacted by construction shall be incidental unless included as a pay item in the Schedule of Prices. 8-14 CEMENT CONCRETE SIDEWALKS 8-14.3(4) Curing Section 8-14.3(4) is replaced with: The curing materials and procedures outlined in Section 5-05.3(13) of the Standard Specifications shall 83 06/06/2013 bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the requirements of Sections 9-05.4(3) and 9- 05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch + 1M inch wide (measured outside to outside) and a minimum of .4375 inch high (measured as the minimum vertical distance of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9-05.12 Polyvinyl Chloride (PVC) Pipe Section 9-05.12(3) is a new additional section: 9-05.12(3) CPEP Sewer Pipe Section 9-05.12(3) is a new additional section: CPEP - Smooth interior pipe and fittings shall be manufactured from high density polyethylene resin which shall meet or exceed the requirements of Type 111, Category 4 or 5, Grade P33 or P34, Class C per ASTM D1248. In addition, the pipe shall comply with all material and stiffness requirements of AASHTO M 294. 9-05.14 ABS Composite Sewer Pipe Section 9-05.14 is deleted 9-05.17 Aluminum Spiral Rib Storm Sewer Pipe Section 9-05.17 is replaced with: (******) Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helical lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3,/4 inch wide by 3J4 inch deep with a nominal spacing of 7-1/2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 0.375 inch + 1/8 inch wide (measured outside to outside) and a minimum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be -3/4 inch + 1/8 inch wide (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of + 10 percent. 9-05.22 High Density Polyethylene Piping Section 9-05.22 is a new section: (******) 88 06/06/2013 DRISCOPLEXTm 4100 High -density Polyethylene Piping 1 General Terms and Conditions 1.1 Scope - This Specification covers requirements for DriscoPlexTm 4100 PE 3408 high -density polyethylene piping. All Work shall be performed in accordance with these Specifications. 1.2 Engineered and Approved Plans - Construction shall be performed in accordance with Engineered Construction Plans for the Work prepared under the direction of a Professional Engineer. 1.3 Referenced Standards - Where all or part of a federal, ASTM, ANSI, AWWA, etc., Standard Specification is incorporated by reference in these Specifications, the reference standard shall be the latest edition and revision. 1.4 Licenses and Permits — The Contractor shall be licensed and bonded. 1.5 Inspections - All Work shall be inspected by an Authorized Representative of the City who shall have the authority to halt construction if, in his opinion, these Specifications or standard construction practices are not being followed. Whenever any portion of these Specifications is violated, the Engineer shall, by written notice, order further construction to cease until all deficiencies are corrected. 2 Polyethylene Pipe and Fittings 2.1 Qualifications of Manufacturers - The manufacturer shall have manufacturing and quality assurance facilities capable of producing and assuring the quality of the pipe and fittings required by these Specifications. The manufacturer's production facilities shall be open for inspection by the City or his Authorized Representative. The Project Engineer shall approve qualified manufacturers. 2.2 Materials - Black PE materials used for the manufacture of polyethylene pipe and fittings shall be PE 3408 high density polyethylene, meeting ASTM D 3350 cell classification 345464C and shall be listed in the name of the pipe and fitting manufacturer in PPI (Plastics Pipe Institute) TR-4, with a standard grade HDB rating of 1600 psi at 73°F. Color material, when used, shall be the same except for meeting ASTM D 3350 cell classification 345464E. The material shall be listed and approved for potable water in accordance with NSF Standard 61. When requested on the order, the manufacturer shall certify that the materials used to manufacture pipe and fittings meet these requirements. 2.3 Interchangeability of Pipe and Fittings - The same qualified and approved manufacturer shall produce polyethylene pipe and fittings. Products such as fittings or flange adapters made by sub -contractors or distributors are prohibited. 2.4 Polyethylene Fittings & Custom Fabrications - Polyethylene fittings and custom fabrications shall be molded or fabricated by the approved pipe manufacturer. All fittings and custom fabrications shall be pressure rated for the same internal pressure rating as the mating pipe. 2.5 Molded Fittings - Molded fittings shall be manufactured and tested in accordance with ASTM D 3261 and shall be so marked. Molded fittings shall be tested in accordance with AWWA C906. 2.6 Fabricated Fittings - Fabricated fittings shall be made by heat fusion joining specially machined shapes cut from pipe, polyethylene sheet stock or molded fittings. Fabricated fittings shall be rated for internal I I I I I I I 'I I 'I 11 I I 'I STANDARD PLANS MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 6" MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 4" MIN. TO ° 12" MAX. a: a 24" Q 00 O 00 12" A N o J Z m � o. Q � N a ; � 4" 54" a ° a �6- NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 ,PNTo� DEPARTMENT SHALLOW SEPTEMBER 2011 0 SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA PLAN N TS SECTION A -A NOTES: U 2" ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. CONCRETE REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). FINISH PAVEMENT SURFACE WITH 2" OF ASPHALT CLASS "B" OR AS APPROVED BY THE ENGINEER. ~�Y o TYPICAL UTILITY COVER STD. PLAN - 400.4 DEPARTMENT PUBLIC WORKS ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 BOLTH❑LES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B,C, (SEE DETAIL) �3 m • � 6 i �6 RENTON 0 SEWER MADE IN USA COVER & FRAME PLAN VIEW 25' DIA, C635mm7 1' 3/4'25mm7 C19mm7 8 3/4' L 2 1/2' C222mm] C64mm7 TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16' 1/4' (6mm) DIA C27mm] NEOPRENE GASKET 6' C151 mm] 5/8' 23 3/8' DIA CL OPEN C16mm7 1594mm7 27 5/16' DIA C694mm] 34 1/8' DIA 1867mm7 NOTES: COVER BOTTOM VIEW BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' C6mm] 127mm] 1/8' C3mm] 1/8' CR3mm] GASKET GROOVE DETAIL FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD e*g PUBLIC WORKS• PLAN - 401 DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 -1 1 RECESSED LIFT POCKET %" — 11 N.C. SOCKET HD SCREW 1 Ya" LONG (BRONZE OR S.S.) Y2" x 2" RAISED PADS �— 11" �.� 12 Ya" 14" CAST IRON RING AND COVER 2 A— ' f 7,- 6" CONCRETE CLASS 3000 2'-0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG Y8" 45' (1/8) BEND \tip 8" P� 2" �GZ. �P Ci J� �O P PIPE MATERIAL AS SPECIFIED BY THE ENGINEER ~ 45' (1 /8)" BEND NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'—O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 OR 6 INCH CLEAN -OUT STD. PLAN — 403.1 DEPARTMENT FOR SANITARY SEWER MAINS `'� o' SEPTEMBER 2011 W (SEE NOTE 7) LIMITS OF PIPE ZONE V-0- BEDDING MATERIAL FOR j '� j J SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PIAN - 405 PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 WASHINGTON PUBLIC 7196 9002 4000 1884 0319 Bildrs No: 3950168 CITY OF RENTON DEVELOPMENT ADMINISTRATION 1055 S GRADY WAY RENTON WA 98057 RETAINAGE LIEN AND BOND CLAIM PRECLAIM NOTICE TO PRIME CONTRACTOR NO RETURN RECEIPT Bildrs No. 3950168 7196 9002 4000 1884 0319 To: R L ALIA COMPANY, 107 WILLIAMS AVE S, RENTON WA 98057, VITO ALIA Re: RETAINAGE LIEN AND BOND CLAIM PRECLAIM NOTICE PROJECT: RENTON HILL ALLEY SEWER REPLACEMENT 2013, ALLEY BETWEEN RENTON AVE S & GRANT AVE S (S 7TH TO S 9TH), RENTON, WA PRIME CONTRACTOR: R L ALIA COMPANY, 107 WILLIAMS AVE S, RENTON WA 98057, VITO ALIA PRIME CONTRACTOR SURETY: NORTH AMERICAN SPECIALTY INS, 650 ELM ST, MANCHESTER NH 03101, Bond# 2173901, BOND DEPT You are hereby notified that the undersigned has (or will) commenced to furnish materials or rental equipment generally described as WATER/SEWER & RELATED MATERIALS for use in the prosecution of the work on the RENTON HILL ALLEY SEWER REPLACEMENT 2013, ALLEY BETWEEN RENTON AVE S & GRANT AVE S (S 7TH TO S 9TH), RENTON, WA at the request of R L ALIA COMPANY, 111162 301,107 WILLIAMS AVE S, RENTON WA 98057. If the undersigned is not paid for these materials or rental equipment, it will file a claim against you and retainage held by CITY OF RENTON, 1055 S GRADY WAY, RENTON WA 98057, DEVELOPMENT ADMINISTRATION for payment of any sum that is due and owing to the undersigned. You are further notified that you and your bond will be held for payment for such materials and rental equipment so furnished. HD SUPPLY WATERWORKS LTD 3622 SOUTH 30TH STREET PHOENIX, AZ 85040 602-427-9213 BICA Representative Prepared By: BICA 1-800 722-2422 09/06/2013 Owner: CITY OF RENTON, 1055 S GRADY WAY, RENTON WA 98057, DEVELOPMENT ADMINISTRATION Orig Contr: R L ALIA COMPANY, 107 WILLIAMS AVE S, RENTON WA 98057, VITO ALIA Surety: NORTH AMERICAN SPECIALTY INS, 650 ELM ST, MANCHESTER NH 03101, Bond# 2173901, BOND DEPT Customer: R L ALIA COMPANY, 111162 301, 107 WILLIAMS AVE S, RENTON WA 98057 Job No: 10-13 Form Rev: 12/06 VR Cadman, Inc. Credit Department 300 E John Carpenter #1500 IR ING, TX 75062 7100 6309 2640 6703 9658 US. POSTAGE j> PITNEY BOWES LM ZIP 75062 02 tW $ 003.5fi° ? G 2013 SEP 3 0 2013 RENTON, CITY OF RECEIVED 1055 S GRADY WAY CITY CLERK'S OFFICE RENTON, WA 98055 f USA J0�jrt HC,bSCf1 1Jltili11hilibitiij,ij,isistitiitiiilliiittlliEi,iiji,i di;tii N'RELIir1lNARY rv0_11GE OF NYENT 'i O CLAIM AGAINST 80141) (Wash. Rev. Code Section 39.08.065) RECEIVED *****GENERAL / OTHER CONTRACTOR***** *****LENDER / SURETY***'* SAME AS CUSTOMER O C T 01 2013 *****CUSTOMER'*'** *****PUBLIC ENTITY OR REPUTED***** CITY OF RENTON ALIA COMPANY, R. L. RENTON, CITY OF UTILITY SYSTEMS 107 WILLIAMS AVE S 1055 S GRADY WAY RENTON, WA 98057 RENTON, WA 98055 P.O. #: You are hereby notified that Cadman, Inc. Credit Department has furnished or will furnish labor, service, equipment or material of the following general description: Cement, Ready -Mix, Aggregate, Block & Related for the building structure or other work of improvement known as 7817849-09/06/13-RENTON HILL ALLEY SEWER REPLACEMENT-JOB:21211 project, located at S 7TH ST & RENTON AVE S, RENTON, WA. The name of the person or firm who contracted for the purchase of such labor, services, or material is ALIA COMPANY, R. L., 107 WILLIAMS AVE S, RENTON, WA 98057. *An estimate of the total price of the labor, services, equipment or material is REQUEST FOR COPY OF PAYMENT BOND AND NAME OF SURETY COMPANY To Contracting Party: RENTON, CITY OF or State Coriiptrollur The undersigned claimant hereby declares that he has supplied or will supply labor or materials as described above, that the payment nds n;d yet ot._-, rnalle m- r 1-_.e, end "ut Me he-eJy 1:4JeLta that the :. c8liilrem'. cop; of the payment bond, if any, to the claimant, at the address listed above. NOTICE TO PUBLIC ENTITY OR AGENCY Also please take notice that contractor and his bond will be held for the payment of said materials, supplies, or provisions. No suit or action shall be maintained in any court against the contractor or his bond to recover for such material, supplies, or provisions or any part thereof unless the provisions of Wash. Rev. Code Section 39.08.065 have been complied with. Prepared for Cadman, Inc. Credit Department, 300 E John Carpenter #1500, IRVING, TX 75062. Dequila Blackmon Date Prepared: 09/20/2013 National Lien Manager Telephone: (425) 867-1234 Program Copyright Frank W. Moore. All Rights Reserved. (916) 941-9961. Forms Copyright Pettit Manifold Forms. All Right Reserved. (800) 420-6767 r � m �Y PLAN NING/BUILDINGIPUBLIC WORKS DEPARTMENT G1 �� Renton City Hall 1055 South Grady Way, Renton, WA 9805,5/ �L 7 �5 UTILITY SYSTEMS DIVISION 425.430 7234 Fax: 425-430.7241 �'1VT0 ❑ TRANSPORTATION SYSTEMS DIVISION 425.430-7321 Fax: 425.430.7376 To: DATE:-_ �s-n/� JOB No. RE: P ..-ram,. / .aj j WE ARE SENDING YOU ❑ ATTACHED ❑ SHOP DRAWING ❑ PRINTS ❑ COPY OF LETTER ❑ ❑ Under Separate Cover via the following items: ❑ REPRODUCABLE PLANS ❑ SPECIFICATIONS ❑ ORIGINALS COPIES DATE NUMBER DESCRIPTION / REMARKS i� cam. f� w 1. I.L' • u MESSAGE: These are transmitted as checked below: ❑ FOR SIGNATURE APPROVAL ❑ ❑ FOR YOUR USE ❑ ❑ AS REQUESTED ❑ ❑ FOR REVIEW AND COMMENT ❑ Copies to: APPROVED AS SUBMITTED APPROVED AS NOTED RETURNED FOR CORRECTIONS From: ❑ RESUBMIT COPIES FOR APPROVAL ❑ SUBMIT COPIES FOR DISTRIBUTION ❑ RETURN CORRECTED PRINTS ❑ PRINTS RETURNED AFTER LOAN TO US Ka IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE. PBPW5001 09/99 bh PRECONSTRUCTION CONFERENCE Sign -in Sheet Project Name: Renton Hill Alley Sewer Replacement 2013 Location: Renton Hill Project Manager: John Hobson Contact Name: Rick Alia Please print clearly Contractor Name: R. L. Alia Phone Number: 425-226-1800 D city of Name John Hobson Steve Pinkham Company Contact Phone/E-Mail City of Renton City of Renton 425-430-7279 /jhobson@rentonwa.gov 206-999-1832 / spinkham@rentonwa.gov 3&n rig an �\ ?� 6CAlCaS4 aR� 11_ 4,00,11= 4- el461 . Pp Ei.4 rc-L FL AwrL LL1;r,.5) ZZCo 8�oa (ID P Awk-a f-L-ALAA. COr- e,tccs�. PUBLIC WORKS DEPARTMENT c�cyoc M E M O R A N D U M DATE: July 17, 2013 TO: Bonnie Walton FROM: John Hobson I" SUBJECT: CAG-13-114 Construction Bond Verification At 2:00 pm today, I spoke with Janna Roy (1-425-709-3630) with Parker, Smith & Feek (North American Specialty Insurance Company) and she confirmed that they issued Bond No. 2173901 in the amount of $188,317.01 for R. L. Alia Company for the Renton Hill Alley Sewer Replacement 2013 project. h:\file sys\wwp - wastewater\wwp-27-3678 renton hill alley sewer replacement 2013\bid info\bond verification - renton hill alley sewer replacement 2013.doc HUMAN RESOURCES ire ity of ��0 *JiR AND RISK MANAGEMENT M E M O R A N D U M DATE: July 17, 2013 TO: John D. Hobson FROM: Gary B. Lamb, Risk Manager SUBJECT: Insurance Review/R. L. Alia Company Renton Hill Sewer Replacement 2013 project. I have reviewed the certificate of insurance for the above -mentioned entity. The insurance certificate meets the city's risk management requirements. c:\documents and settings\ hobson\local settings\temporary internet files\content.outlook\i2rjo6km\r I alia company_hobson 2013.doc .,ac-�oRO® CERTIFICATE OF LIABILITY INSURANCE DATE 07/12/12/2013 Y) 013 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(ies) 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). PRODUCER CONTACT NAME: Parker, Smith & Feek, Inc. 112th Avenue NE Bellevue, WA 98004 PHONE 425-709-3600 FAX 425-709 7460 Ext : AIC No IA N2233 E-MAIL L ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Continental Western Insurance Company INSURED R. L. Alia Company INSURER B 107 Williams Ave. S. INSURER C : INSURER D : Renton, WA 98055 INSURER E : 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. INSR LTR TYPE OF INSURANCE AD R ISWV IN R POLICY NUMBERPOLICY POLICY MM DD/YYYY EXP MM/DD/YYYY LIMITS A GENERAL LIABILITY CWP295050122 10/1/2012 10/1/2013 EACH OCCURRENCE I $ 1,000,000 DAMAGES ( Ea RENTEDoccurrence PREMISES $ 300,000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X OCCUR X MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY I $ 1,000,000 GENERAL AGGREGATE I $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG I $ 2,000,000 POLICY X I PR& 1t' LOC $ A AUTOMOBILE LIABILITY CWP295050122 10/1/2012 10/1/2013 COMBINED SINGLE LIMIT Ea accident $ 1,000,000 X BODILY INJURY (Per person) $ I ANY AUTO X ALL OWNED SCHEDULED BODILY INJURY $ AUTOS AUTOS (Per accident) HI PROPERTY (Per accd ntDAMAGE $ HIRED AUTOS I AUTOS NON-OWNED i A UMBRELLA LIAB X OCCUR CU295050221 10/1/2012 10/1/2013 I EACH OCCURRENCE Is 2,000,000 X AGGREGATE $ 2,000'000 EXCESS LIAB CLAIMS -MADE X DED I X I RETENTION $ None F I s I A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N / A CWP295050122 �� Washington Stop Gap Employers Liability 10/1/2012 10/1/2013 WC STATU- OTH- RY X R E.L. EACH ACCIDENT I $ 1,000,000 E.L. DISEASE - EA EMPLOYEE S 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Re: Renton Hill Alley Sewer Replacement 2013 Project. City of Renton, its elected or appointed officers, officials, employees and volunteers are included as Additional Insureds and coverage is Primary and Non - Contributory per Endorsements CA 00 01 03 10, CL CG 20 48 01 12, and CU 00 01 12 07 attached. Per Project Aggregate Endorsement CL CG 00 20 01 12 is attached. Waiver of Subrogation applies per Endorsements CW 34 68 01 12, CL CG 00 13 01 12, and CU 24 03 09 00 attached. 01a:a112L911A 11;4 L911194►1 City of Renton Renton City Hall 1055 South Grady Way Renton, WA 98057 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 19 Mobile Equip- Only those "autos" that are land vehicles and that would qualify tinder the definition ment Subject To of "mobile equipment" under this policy r they were not subject to a compulsory or Compulsory Or financial responsibility law or other motor vehicle insurance law where they are Financial licensed or principally garaged. Responsibility i Or Other Motor Vehicle Insur- ance Law Only B. Owned Autos You Acquire After The Policy Begins 1. If Symbols 1, 2, 3, 4, 5, 6 or 19 are entered next to a coverage in Item Two of the Declara- tions, then you have coverage for "autos" that you acquire of the type described for the re- mainder of the policy period. 2. But, if Symbol 7 is entered next to a coverage in Item Two of the Declarations, an "auto" you acquire will be a covered "auto" for that cover- age only if: a. We already cover all "autos" that you ovrn for that coverage or it replaces an "auto" you previously owned that had that cover- age; and b. You tell us within 30 days after you acquire it that you want us to cover it for that cover- age. C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos If Liability Coverage is provided by this coverage form, the following types of vehicles are also cov- ered "autos" for Liability Coverage: 1. "Trailers" with a load capacity of 2,000 pounds or less designed primarily for travel on public roads. 2. "Mobile equipment" while being carried or towed by a covered "auto". 3. Any "auto" you do not own while used with the permission of its owner as a temporary substi- tute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair;. c. Servicing; d. "Loss"; or e. Destruction. SECTION Il — LIABILITY COVERAGE A. Coverage We will pay all sums an "insured" legally must pay as damages because of "bodily injury" or "property damage" to which this insurance applies, caused by an "accident" and resulting from the ownership, maintenance or use of a covered "auto". We will also pay all sums an "insured" legally must pay as a "covered pollution cost or expense" to which this insurance applies, caused by an "acci- dent" and resulting from the ownership, mainte- nance or use of covered "autos". However, we will only pay for the "covered pollution cost or ex- pense" if there is either "bodily injury" or "property damage" to which this insurance applies that is caused by the same "accident". We have the right and duty to defend any "in- sured" against a "suit" asking for such damages or a "covered pollution cost or expense". However, we have no duty to defend any "insured" against a "suit" seeking damages for "bodily injury" or "prop- erty damage" or a "covered pollution cost or ex- pense" to which this insurance does not apply. We may investigate and settle any claim or "suit" as we consider appropriate. Our duty to defend or settle ends when the Liability Coverage Limit of Insurance has been exhausted by payment of judgments or settlements. 1. Who Is An Insured The following are "insureds": a. You for any covered "auto". b. Anyone else while using with your permis- sion a covered "auto" you own, hire or bor- row except: (1) The owner or anyone else from whom you hire or borrow a covered "auto". This exception does not apply if the covered "auto" is a "trailer" connected to a covered "auto" you own. Page 2 of 12 ,9 Insurance Services Office, Inc., 2009 CA 00 01 03 10 13 (2) Your "employee" if the covered "auto" is owned by that "employee" or a member of his or her household. (3) Someone using a covered "auto" while he or she is working in a business of selling, servicing, repairing, parking or storing "autos" unless that business is yours. {4) Anyone other than your "employees", partners (if you are a partnership), members (if you are a limited liability company) or a lessee or borrower or any of their "employees", while moving property to or from a covered "auto". (5) A partner (if you are a partnership) or a member (if you are a limited liability company) for a covered "auto" owned by him or her or a member of his or her household: c. Anyone liable for the conduct of an "in- sured" described above but only to the ex- tent of that liability. 2. Coverage Extensions a. Supplementary Payments We will pay for the "insured": (1) All expenses we incur. (2) Up to $2,000 for cost of bail bonds (in- cluding bonds for related traffic law vio- lations) required because of an "acci- dent" we cover. We do not have to fur- nish these bonds. (3) The cost of bonds to release attach- ments in any "suit" against the "insured" we defend, but only for bond amounts within our Limit of Insurance. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $250 a day be- cause of time off from work. (5) All court costs taxed against the "in- sured" in any "suit" against the "insured" we defend. However, these payments do not include attorneys' fees or attor- neys' expenses taxed against the "in- sured". (6) All interest on the full amount of any judgment that accrues after entry of the judgment in any "suit" against the "in- sured" we defend, but our duty to pay in- terest ends when we have paid, offered to pay or deposited in court the part of the judgment that is within our Limit of Insurance. These payments will not reduce the Limit of Insurance. b. Out-of-state Coverage Extensions While a covered "auto" is away from the state where it is licensed we will: (1) Increase the Limit of Insurance for Li- ability Coverage to meet the limits speci- fied by a compulsory or financial re- sponsibility law of the jurisdiction where the covered "auto" is being used. This extension does not apply to the limit or limits specified by any law governing motor carriers of passengers or prop- erty. (2) Provide the minimum amounts and types of other coverages, such as no- fault, required of out-of-state vehicles by the jurisdiction where the covered "auto" is being used. We will not pay anyone more than once for the same elements of loss because of these extensions. B. Exclusions This insurance does not apply to any of the follow- ing: 1. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "in- sured". 2. Contractual Liability assumed under any contract or agreement. But this exclusion does not apply to liability for damages: a. Assumed in a contract or agreement that is an "insured contract" provided the "bodily injury" or "property damage" occurs subse- quent to the execution of the contract or agreement, or b. That the "insured" would have in the ab- sence of the contract or agreement. 3. Workers' Compensation Any obligation for which the "insured" or the "insured's" insurer may be held liable under any workers' compensation, disability benefits or unemployment compensation law or any similar law. CA 00 01 03 10 © Insurance Services Office, Inc., 2009 Page 3 of 12 0 . S. KNOWLEDGE OF OCCURRENCE The following is added to Section IV — Business Auto Conditions, Paragraph A.2.: d. Notice of an "accident" or "loss" will be considered knowledge of yours only if reported to you, if you are an individual, a partner, an executive officer or an em- ployee designated by you to give us such notice. Notice of an "accident" or ".loss" to your Workers Compensation insurer, for an event which later develops into a claim for which there is coverage under this policy, shall be considered notice to us, but only if we are notified as soon as you know that the claim should be ad- dressed by this policy. rather than your Workers Compensation policy. Your rights under this policy shall not be prejudiced if you fail to give us notice of an "accident" or "loss", solely due to your reasonable and documented belief that the event is not covered by this pol- icy. The following is added to Section IV — Busi- ness Auto Conditions, Paragraph 2.b.: (6) Knowledge of the receipt of docu- ments concerning a claim or "suit" will be considered knowledge of yours only if receipt of such docu- ments is known to you, if you are an individual, a partner, an executive officer or an employee designated by you to forward such documents to us. T. WAIVER OF SUBROGATION BY CONTRACT OR AGREEMENT The following is added to Section IV - Business Auto Conditions, Paragraph A.S.; We waive any right of recovery we may have against any "insured" provided coverage under this endorsement under B., ADDITIONAL IN- SURED BY CONTRACT OR AGREEMENT, but only as respects "loss" arising out of the opera- tion, maintenance or use of a covered "auto" pursuant to the provisions or conditions of the written contract or agreement. U. UNINTENTIONAL OMISSIONS The following is added Section IV - Business Auto Conditions, Paragraph B.2.: We will not deny coverage under this policy if you fail to disclose all hazards existing as of the inception date of the policv, provided such fail- ure is not intentional. V LIBERALIZATION If we revise this endorsement to provide greater coverage without additional premium charge, we will automatically provide the additional cover- age to all endorsement holders as of the day the revision is effective in your state. CW 34 68 01 12 Includes Copyrighted material of Insurance Services Page 5 of 5 Office, Inc., with its permission THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR GENERAL LIABILITY PLATINUM ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. PROPERTY DAMAGE TO BORROWED EQUIPMENT 1. Paragraph 2.j. of SECTION 1 - COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY is amended as follows: Paragraphs (3) and (4) of this exclusion do not apply to tools or equipment loaned to you, provided they are not being used to perform operations at the time of loss. 2. SECTION III — LIMITS OF INSURANCE is deleted and replaced by the following: The most we will pay in any one "occurrence" for "property damage" to borrowed equipment is $15,000. This limit of insurance is the most we will pay regardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 3. Deductible a. Our obligation to pay damages on behalf of the insured applies only to the amount of damages in excess of $250 as applicable to "property damage" as the result of any one "occurrence", regardless of the number of persons or organizations who sustain damages because of that "occurrence". b. The terms of this insurance, including those with respect to our right and duty to defend the insured against any "suits" seeking those damages; and your duties in the event of an "occurrence", claim, or "suit' apply irrespective of the application of the deductible amount. c. We may pay any part or all of the deductible amount to effect settlement of any claim or suit and, upon notification of the action taken; you shall promptly reimburse us for such part of the deductible amount as we have paid. B. CONSTRUCTION PROJECT GENERAL AGGREGATE LIMIT 1. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION 1), which can be attributed only to ongoing operations at a single construction project away from premises owned by or rented to the insured: a. A Single Construction Project General Aggregate Limit applies to each construction project away from premises owned by or rented to the insured, and that limit is equal to the amount of the General Aggregate Limit shown in the Declarations. b. The Single Construction Project General Aggregate Limit is the most we will pay for the sum of all damages under COVERAGE A, except damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard", and for medical expenses under COVERAGE C regardless of the number of: (1) Insureds; (2) Claims made or "suits" brought; or (3) Persons or organizations making claims or bringing "suits". c. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the Single Construction Project General Aggregate Limit for that construction project away from premises owned by or rented to the insured. Such payments shall not reduce the General Aggregate Limit shown in the Declarations nor shall they reduce any other Single Construction Project General Aggregate Limit for any other separate construction project away from premises owned by or rented to the insured. CL CG 00 20 01 12 Includes copyrighted material of Insurance Services Page 1 of 4 Office, Inc with its permission d. The limits shown in the Declarations for Each Occurrence, Fire Damage and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Single Construction Project General Aggregate Limit. 2. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under COVERAGE A (SECTION 1), and for all medical expenses caused by accidents under COVERAGE C (SECTION 1), which cannot be attributed only to ongoing operations at a single designated construction project away from premises owned by or rented to the insured: a. Any payments made under COVERAGE A for damages or under COVERAGE C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products -Completed Operations Aggregate Limit, whichever is applicable; and .b. Such payments shall not reduce any Single Construction Project General Aggregate Limit. 3. When coverage for liability arising out of the "products -completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products -completed operations hazard" will reduce the Products -Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit or the Single Construction Project General Aggregate Limit. 4. If the applicable construction project away from premises owned by or rented to the insured has been abandoned, delayed, or abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. 5. The provisions of Limits Of Insurance (SECTION III) not otherwise modified by this endorsement shall continue to apply as stipulated. C. LIMITED JOB SITE POLLUTION 1. Exclusion f. under Section I — Coverage A is replaced by the following: 2. Exclusions This insurance does not apply to: f. Pollution (1) "Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants": (a) At or from any premises, site or location on which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants"; or (b) At or from a storage tank or other container, ducts or piping which is below or partially below the surface of the ground or water or which, at any time, has been buried under the surface of the ground or water and then subsequently exposed by erosion, excavation or any other means if the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants" arises at or from any premises, site or location which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the "pollutants" are brought on or to the premises, site or location in connection with such operations by such insured, contractor or subcontractor. Subparagraph (b) does not apply to "bodily injury" or "property damage" arising out of heat, smoke or fumes from a "hostile fire". (2) Any loss, cost or expense arising out of any: (a) Request, demand, order or statutory or regulatory requirement issued or made pursuant to any environmental protection or environmental liability statutes or regulations that any insured test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants"; or CL CG 00 20 01 12 Includes copyrighted material of Insurance Services Page 2 of 4 Office, Inc with its permission THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS OR OTHERS - COMPLETED OPERATIONS - AUTOMATIC, INCLUDING PRIMARY NON-CONTRIBUTORY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. SECTION II - WHO IS AN INSURED is amended to include as an additional insured any person(s) or organization(s) when you are obligated by virtue of a written contract or agreement that such person be added as an additional insured to your policy, but only with respect to "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; for that additional insured and included in the "products -completed operations hazard". B. LIMITS OF INSURANCE Limits of insurance for such additional insured are the limits in this coverage form or the limits you and such additional insured agreed to by virtue of a contract or agreement, whichever is less. These limits are inclusive of and are not in addition to the Limits Of Insurance shown in the Declarations. C. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: 1. The rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: a. Providing engineering, architectural or surveying services to others in your capacity as an engineer, architect or surveyor; and b. Providing, or hiring independent professionals to provide, engineering, architectural or surveying services in connection with construction work you perform. 2. Subject to paragraph 3. below, professional services include: a. Preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; and b. Supervisory or inspection activities performed as part of any related architectural or engineering activities. 3. Professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you or performed by or for the construction manager, its employees or its subcontractors in connection with your products -completed operations. D. PRIMARY NON-CONTRIBUTORY When required by virtue of a written contract or agreement, coverage provided to any additional insured by ADDITIONAL INSURED — OWNERS, LESSEES, CONTRACTORS OR OTHERS — COMPLETED OPERATIONS — AUTOMATIC, INCLUDING PRIMARY NON-CONTRIBUTORY will be on a primary basis CL CG 20 48 01 12 Includes Copyrighted material of Insurance Services Page 1 of 1 Office, Inc with its permission (3) An executive officer, if you are a corporation, or (4) A manager, if you are a limited liability company; is considered knowledge and requires you to notify us of the "occurrence", offense, claim, or "suit" as soon as practicable. f. We are considered on notice of an "occurrence", offense, claim or "suit" that is reported to your Workers' Compensation insurer for an event which later develops into an "occurrence", offense, claim or "suit" for which there is coverage under this policy. However, we will only be considered on notice if you notify us as soon as you know the claim should be addressed by this policy rather than your Workers' Compensation policy. I. UNINTENTIONAL OMISSIONS The following is added to paragraph 6. Representations of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: d. If you unintentionally fail to disclose any exposures existing at the inception date of your policy, we will not deny coverage under this Coverage Part solely because of such failure to disclose. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. This provision does not apply to any known injury or damage which is excluded under any other provision of this policy. J. MENTAL ANGUISH Paragraph 3. of SECTION V — DEFINITIONS is deleted and replaced by the following: 3. "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish or death resulting from any of these at any time. K. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS is amended by the addition of the following: We waive any right of recovery we may have because of payments we make for "bodily injury" or property damage," arising out of your ongoing operations or "your work" done under a contract requiring such waiver w_ itl'that, person, or organization and included in the "products -completed operations hazard". However, our rights may only be waived prior to the "occurrence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce those rights. L. OTHER INSURANCE When Coverage applies in this General Liability Enhancement Endorsement, no other coverage or limit of insurance in the policy applies to loss or damage insured by this coverage. M. NON -EMPLOYMENT DISCRIMINATION LIABILITY (DEFENSE WITHIN LIMITS) The following is added to paragraph 14. "Personal and advertising injury" SECTION V — DEFINITIONS of COMMERCIAL GENERAL LIABILITY COVERAGE FORM: h. Non -employment discrimination. Non -employment discrimination means violation of a person's civil rights with respect to such person's race, color, national origin, religion, gender, marital status, age, sexual orientation or preference, physical or mental condition, or any other protected class or characteristic established by any federal, state or local statutes, rules or regulations. Non -employment discrimination does not include violation of civil rights arising out of past, present or prospective employment. Our obligation under the Personal and Advertising Injury Liability Coverage to pay non - employment discrimination liability damages on your behalf applies only to the amount of damages in excess of $5,000 deductible as the result of any one offense regardless of the number of persons or organizations who sustain damages because of the offense. CL CG 00 13 01 12 Includes copyrighted material of Insurance Services Page 4 of 6 Office, Inc with its permission (b) "Property damage" to property: (i) Owned, occupied or used by, (ii) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees", "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). (2) Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. (3) Any person or organization having proper temporary custody of your property if you die, but only: (a) With respect to liability arising out of the maintenance or use of that property; and (b) Until your legal representative has been appointed. (4) Your legal representative if you die, but only with respect to duties as such. That repre- sentative will have all your rights and duties under this Coverage Part. c. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar in- surance available to that organization. How- ever: (1) Coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the pol- icy period, whichever is earlier; (2) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and (3) Coverage B does not apply to "personal and advertising injury" arising out of an of- fense committed before you acquired or formed the organization. 2. Only with respect to liability arising out of the own- ership, maintenance or use of "covered autos": a. You are an insured. b. Anyone else while using with your permission a "covered auto" you own, hire or borrow is also an insured except: (1) The owner or anyone else from whom you hire or borrow a "covered auto". This excep- tion does not apply if the "covered auto" is a trailer or semitrailer connected to a "cov- ered auto" you own. (2) Your "employee" if the "covered auto" is owned by that "employee" or a member of his or her household. (3) Someone using a "covered auto" while he or she is working in a business of selling, servicing, repairing, parking or storing "autos" unless that business is yours. (4) Anyone other than your "employees", part- ners (if you are a partnership), members (if you are a limited liability company), or a lessee or borrower or any of their "employ- ees", while moving property to or from a "covered auto". (5) A partner (if you are a partnership), or a member (if you are a limited liability com- pany) for a "covered auto" owned by him or her or a member of his or her household. (6) "Employees" with respect to "bodily injury" to any fellow "employee" of the insured aris- ing out of and in the course of the fellow "employee's" employment or while perform- ing duties related to the conduct of your business. c. Anyone liable for the conduct of an insured described above is also an insured, but only to the extent of that liability. 3. Any additional insured under any policy of "under- lying insurance" will automatically be an insured under this insurance. If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance required by the contract, less any amounts payable by any "underlying insur- ance". Additional insured coverage provided by this in- surance will not be broader than coverage pro- vided by the "underlying insurance". No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. Page 10 of 17 © ISO Properties, Inc., 2007 CU 00 01 12 07 0 CU 29,50502 - 21 10/01/12 AS1 10/10/12 COMMERCIAL LIABILITY UMBRELLA CU 24 03 09 00 0 THIS ENDORSEMENT CHANGERS THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endcrs'ement modifies i.nsuran •e provided _ender the follo".ing: CCi74ER=AL LlA31ziT z LR-4BRELTLA COVEF-4GE PART SCHEDULE Name Of Person Or Organization: An, r.erson or _organization for whom the named insured is operating under a written "insured contract" when such contract re=dres a waiver of transfer of; r. icrhts of recavery against other's to us. _ (if no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) The Transfer Of Rights Of Recovery Against Others To Us Condition under Section IV - Conditions is amended by the addition of the following: We waive any right of recoveij we may have. against the gersc,Qi or organization shown in the Schedule above ':.because of payments we make for injury or damage arising ou_ of your azngoing Opeeat-ions or "your work" done u_nUer a contract with that person or organization and included in the "tiroc'ucts-completed operations hazard". This. waiver applies only to the person or organIzation sho,-.rn in the Schedule above. CU 24 03 09 00 Ccoyright, insurance Services office, Inc., 2.000 Page 1 of 1 % F-C-I ism ttal Letter July 16, 2013 R.L. Alia Company 107 Williams Avenue South Renton, WA 98057 Contractor License # RLALIC*104PT (425)226-8100 FAX (425)226-8649 Email: GJPANK@RLALIA.COM or DPANK@RLALIA.COM To: City of Renton Attention: John Hobson 1055 South Grady Way Re: Renton Hill Alley Sewer Replacemnt Renton, WA 98057 lob Number: e L ' v „ry W A' seriilin ou .. ,jam .. 4.... h.;. X Attached ❑ Under Separate Cover via: ❑ Shop Drawings ❑ Prints ❑ Plans ❑ Other: ❑ Copy of Letter ❑ Change Order ❑ Samples ❑ Total Quantity ❑ Reproducible ❑ Specification Quantity=�-� Date , '!DWG #�t �� � � �' �� ���� , `,��• Des&ip n� , 1 Cover City of Renton 1 List of names, phone numbers, etc. 1 Corporate letter of resolution 1 Copy of Contractor's License and City of Renton License 2 Signed Bonds, and Signed Contracts 1 Renton Fair Practices Affidavit of Compliance 1 Certificate of Insurance ty 2'tfi ,e ��ir== qs :Ax„a �z' 'S t [Y § , r" y A9. �;„'rr f .tr; �z�„wv,,�k�+� below ,These are transm�ttedasch�ecked 4 , , G �ry�r _r� �} R7 X For Approval ❑ Approved as Submitted ❑ Resubmit [#] copies for approval ❑ For Your Use ❑ Approved as Noted ❑ Submit [#] copies for distribution X As Requested ❑ Returned for Corrections ❑ Return [#] corrected prints ❑ For Review and Comment ❑ Revise and Resubmit/Work May Not Proceed ❑ FOR BIDS DUE: ❑ PRINTS RETURNED AFTER LOAN ►b 1, s2, y 5'� Y,� Comments r �� <r ,...:.. _ ,. _u a ......... :: Hi John, Please see attached. Here are the documents. Call with any questions. Thanks, Gary y3'!y t �l'1 to � S! •YCOpy to 7? i �`ry ��` 4s x-d r�� .-_� r� � .�. +SSit'a _ �...'.�r .9�� ..i}P4Cb .ix°n:�. �i.l t�«`Y �4• � d�.:ir .AS ^�.iq� l Signature ary J Pankiewicz