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Home My WebLink About4468 +--------------------------------------------------------------------------+ tEnter Search Criteria, Press Esc Key to Transmit t +Press Del Key to Terminate Delete Mode t CHANGE Contract Transactions t Contract Number 4468 t t t t t + ,=Vendor Name +Subject , =Department '=Status Code t t t t + INSITUFORM TECHNOLOGIES INC BRENTWOOD AVENUE STORM DRAIN ENGINEERING CON PROJECT Insurance Type Amount GL $2000000.00 AL $2000000.00 Amount Begin Date End Date Review Date $133068.00 11/08/2004 -( 03/15/2005 t 02/15/2007 t h Insurance Total Insurance Review Date $4000000.00 07/01/2006 t t Comments VAULT 01/01/2007 9= t t t t +--------------------------------------------------------------------------+ --------------- --- ~- ---- ~i BLIC VII RI<S & UTILITIES gil1eeril1g DivisiOI1 March "\5,2005 losituform ,echoolOgies, 10C, 702 spirit 40 parK orive Chesterlie\d, MO 63005 1\\\.0,: NIt. \-I, Douglas ,holOas 'E 9 oc:;.J Repair - fioal I\CCeptaoce subject, Breo\VIood Drive storlO oralo lOer e oear Mr, "thomas', , of the Breo\VIood orNe storm oraiO ,he City herebY graotsfloal I\cceptaoc:ot will be sent under separate cover, upon t.lOergeoCY Repalf project, final paY~ the enclOsed I\cceptaoce of final paylOeot and receipt of final paylOent, please e1<ecu e Release of ClailOS and retulO It to lOe, R t' ge will be released 60 dayS frolO the date of final acceptaoce or alter receipt of a~ ~~~ired releases per the original cOntract, Please call lOe at (360) 413-5344 if yoU have anY questions, Sincere\')! , ~e -'~ Brad Ginn, p .E.. bg/\S cc', proiect fi\e 25'\23 ACCEPTANCE OF COMPENSATION & RELEASE OF CLAIMS Brentwood Drive Storm Drain Emergency Repair Project No. 812 Insituform Technologies, Inc., hereby indicates agreement with, and acceptance of, the final Contract Payment of $144,511.85, less $6,653.40 retain age, and the total Contract Price of $144,511.85, including Washington State sales and/or use taxes, as full and final compensation for all Work performed in connection with the Brentwood Drive Storm Drain Emergency Repair Project, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, arising from performance of that Contract. Insituform ~echnologies, Inc. BY:~ Title 1- n, ' ~ t) Date: 7/a:5ks ,:j,J ~~ Certificate of Notarv SUbU~~ ;);;#1 day of .--- . Jut/j ;200>) , 1r'~~~. ;~l ~~~ AFFIDAVIT OF PUBLICATION No. Ad # 100144820 ST ATE OF WASHINGTON COUNTY OF KITSAP I, Dina Christensen, being first duly sworn on oath, deposes and says: That she is now, and at all times embraced in the publication herein mentioned was the principal clerk of the printers and publishers of THE KITSAP SUN; that said newspaper has been approved as a legal newspaper by order of the Superior Court of the County of Kitsap, in which County it is published and is now and has been for more than six months prior to the date of the publication hereinafter referred to, published in the English language continually as a daily newspaper in Bremerton, Kitsap County, Washington, and is now and during all of said time, was printed in an office maintained in the aforesaid place of publication of said newspaper March 17th, 2005, and that such newspaper was regularly distributed to its subscribers during all of said period. That the full amount of the fee charged for the foregoing publication 's the sum of $29.86 which amount has not been paid. \\\\1\1""" ",,~ ?fEFFt:::',~ , ~. ...... '7.t-"',;: ~~ .' ..'IO? .2~:"~OT41? ....~~ ~ : M ;.. ..~ -: (Signature of Principal Clerk) :: (J): AY 4,2008 : ~ Subscriijc'tirv.cf>swtJ~ t~be~jJ.e this day of March 28th, 2005. ~~'. .;.:-:: ~ ~ ". '" --. ..- '\..:J ~ ~ '/ Of:" ..... \~ " ///1 WAS\(\. ",.... ,,,,,,,,,,,,,,,, ,C ?ffidD/'IA1.J ~ NOTICE OF COMPLETION' Notice of Completion has been issued to Insituform Technologies, Inc., on City Construction Contract No. 4468, for the Brentwood Drive Storm Drain Emergency Repair project. Any parties having a claim for material, labor or damages related to this Contract have forty-five (45) days from the date of first publication of this notice to file a claim.- William Eley- Purchasing Manager- 345 Sixth Street, Suite 600- Bremerton, Washington 98337-1873- March 17, 2005,,# 1 00144820- ..... ~~~ Washington State Department of Revenue PO Box 47474 Olympia, WA 98504-7474 601 880 220 Certificate of Payment of State Excise Taxes by Public Works Contractor INSITUFORM TECHNOLOGIES INC 702 SPIRIT 40 PARK DR CHESTERFIELD MO 63005 1195 CITY OF BREMERTON PUBLIC WORKS ROBERT B GINN 3027 OLYMPUS DR BREMERTON WA 98310 4799 We hereby certify that taxes, increases and penalties due or to become due from the above-named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract: CITY OF BREMER TON PUBLIC WORKS BRENTWOOD DR STORM DRAIN EMERG REPAIR together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage, This certificate is issued pursuant to the provision of Chapter 60,28 Revised Code of Washington for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contraCtor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes duefrom said contractor, This certificat~ does not release said contractor from liability for additional tax that may be later determined to be due with respect to the above-mentioned contract or other activities, Dated S u.'ru.. n, OS- \ at Olympia, Washington, State of Washington Department of Revenue C~Of~ To inquire about the availability of this document in an alternate format for the visually impaired or in a language other than English, please call (360) 486-2342. 1TY users may call 1-800-451-7985. REV 310028 (10-01-02) ROUTING: Disbursing Officer, Contractor, File, Special File ,-- REC ~VED STATE OF WASHINGTON M ft,r} 1, 20'05 riH " " EMPLOYMENT SECURITY DEPARTMENT PO Box 9046 II Olympia, WA 98507-9046 CONTRACTOR: Insituform Technologies Inc. 702 Spirit 40 Park Dr. Chesterfield, MO 63005 ) CERTIFICATE OF ) PAYMENT OF CONTRIBUTIONS ) PENAL TIES AND INTEREST ON ) PUBLIC WORKS CONTRACT ES Reference No. 056196-006 TO: City of Bremerton - Public Works & Utilities 3027 Olympus Dr. Bremerton, WA 98310 The Employment Security Department hereby certifies that contributions, penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract: Brentwood Drive Storm Drain Emergency Repair The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50,24,130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract. The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60.28,040 for contributions, penalties and interest due from said contractor. This certificate does not release said contractor from liability for additional contributions, penalties and interest which may be later determined to be due with respect to the above mentioned contract. Dated at Olympia, Washington on March 17, 2005, COMMISSIONER EMPLOYMENT SECURITY DEPARTMENT Bkr1(~~~~Rep~~ Original-Disbursing Officer Duplicate-Employer Triplicate-Central Office Files EMS 8449 760 R3-98 @~18 o Verify Workers' Comp Premium Status - Employer Liability Certificate https://fortress.wa.gov/lni/crpsi/ AcctInfoPrint.aspx? AccountId=882... Washington State Department of Labor and Industries Employer Liability Certificate Department of Labor and Industries Employer Liability Certificate Date: 08/11/2005 UBI #: 601 880220 Business Name: INSITUFORM TECHNOLOGIES INC Legal Business Name: INSITUFORM TECHNOLOGIES INC Account #: 882,695-01 'Doing Business As' Name: INSITUFORM TECHNOLOGIES INC Quarterly Premium Reports: Quarter 1 of Year 2005 Workers' Comp Premium Status: Account is current. Firm has voluntarily reported and paid their premiums, Licensed Contractor? Yes Account Representative: T6 / SUE REED (360)902-4631 - E-mail: HUGS235@lni.wa.gov Industrial Insurance Information The information above shows the employer's industrial insurance (workers' compensation) premium status with the Department of Labor and Industries. Employers report and pay premiums each quarter based on hours of employee work already performed, and are liable for premiums found later to be due, Industrial insurance accounts have no policy periods, cancellation dates or limitations of coverage, (See RCW 51.12,050 and 51.16,190,) lof! 81ll/2005 10:40 AM +--------------------------------------------------------------------------+ "Press Esc Key to Insert new record, Ctrl-Z to Clear form "Press Del Key to Terminate Insert Mode INSERT Contract Maintenance Contract Number 4468 "Vendor Name "Subj ect , 'Department "Status Code INSITUFORM TECHNOLOGIES INC BRENTWOOD AVENUE STORM DRAIN PROJECT ENGINEERING CON Insurance Type Amount .. Press F1 for GL $2000000,00 .. valid insuranceAL $2000000.00 type codes Amount Begin Date End Date Review Date $133068.00 -,- 11/08/2004 ,. 01/02/2005 ,', 02/15/2007 .. Insurance Total Insurance Review Date $4000000.00 .. 07/01/2005 Comments VAULT 01/01/2007 T ,. + ,. +--------------------------------------------------------------------------+ PUBLIC WORKS AGREEMENT THIS AGREEMENT, is entered into between the City of Bremerton, a Washington Municipal Corporation ("City"'), and Insituform Technologies. Inc. ("Contractor"'), whose mailing address is P.O. Box 519, 5100 E Second Street. Benicia, CA 94510. The parties agree as follows: 1, CONTRACTOR SERVICES. The Contractor shall perform emergency construction services, in accordance with generally accepted standards and at the direction of the Public Works Director (Director) for the following project: Provide labor, equipment, and materials necessary to install a Cured-in-place pipe or Cured-in- place liner in approximately 625 linear feet of 42 inch storm sewer pipe on Brentwood Drive between the manhole near 1010 Brentwood Drive and the outfall near 1121 Brentwood Drive. A detailed description of services is included herein as Attachment I. The Work shall conform to the 2004 Standard Specifications for Road, Bridge, and Municipal Construction and the Technical Specifications included herein as Attachment 2. All work shall be performed under the control of the Director as provided in Section 1-05 CONTROL OF WORK of the 2004 Standard Specifications for Road, Bridge and Municipal Construction. 2, TIME OF COMPLETION, The Contract time shall be divided into two phases. Phase I - Procurement: Phase I shall be completed in no more than 25 working days from the date the Notice to Proceed with Phase I is given by the City. Phase n - Construction: Completion of Phase n is dependant on weather conditions. Notice to Proceed with Phase II will be given after consultation between the City and the Contractor regarding weather conditions. The Contractor shall be prepared to mobilize on-site to begin the physical installation within three (3) calendar days of issuance of Notice to Proceed with Phase n. Phase II shall be completed within IS working days of the issuance of the Notice to Proceed with Phase n. 3, COMPENSATION, The City shall pay the Contractor the total amount of $133,068.00, Applicable Washington State Retail Sales Tax on this contract shall be governed by WAC 458-20-171 and its related rules for the work contemplated in this agreement. The Contractor shall invoice the City monthly. The City will pay for the portion of the work described in the invoice that has been completed by the Contractor and approved by the City. The City payment shall not constitute a waiver of the City's right to final inspection and acceptance of the project. A. Performance Bond. Pursuant to Chapter 39.08 RCW, the Contractor, shall provide the City a performance bond for the full contract amount to be in effect until sixty (60) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor and Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. PUBLIC WORKS AGREEMENT - Page 1 of 9 (between City of Bremerton and lnsituform Technologies, Inc.) (November 4,2004) B. Retainage. The City shall hold back a retainage in the amount of five percent (5%) of any and all payments made to contractor for a period of sixty (60) days after the date of final acceptance, or until receipt of all necessary releases from the State Department of Revenue and the State Department of Labor & Industries and until settlement of any liens filed under Chapter 60.28 RCW, whichever is later. C. 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 hmitation: 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. D. Final Payment: Waiver of Claims. THE ACCEPTANCE OF FINAL PAYMENT (EXCLUDING WITHHELD RETAINAGE) SHALL CONS'rrrtJTE A WAIVER OF CLAIMS, EXCEPT THOSE PREVIOUSLY AND PROPERLY MADE AND IDENTIFIED BY CONTRACTOR AS UNSETTLED AT THE TIME REQUEST FOR FINAL PAYMENT IS MADE. 4. INDEPENDENT CONTRACTOR. Contractor is and shall be at all times acting as an independent contractor and not as an employee of the City. The Contractor shall secure at its expense, and shall be responsible for all payments of income tax, social security, state industrial insurance compensation, unemployment compensarion, and all other payroll deductions for the Contractor, officer, agents, employees and sub-contractors. The Contractor shall also secure all applicable business licenses, if required, in connecrion with the contract services, including all required licenses for Contractor's officers, agents, employees and sub- contractors. 5. TERMINATION. The City may terminate this agreement without notice for good cause. "Good cause" shall include, without limitation, any one or more of the following events: A. The Contractor's failure to supply sufficient skilled workers or suitable materials or equipment. PUBLIC WORKS AGREEMENT - Page 2 of 9 (November 4, 2004) (between City of Bremerton and Insituform Technologies, Inc.) B. The Contractor's failure to prosecute the work with such diligence as will ensure its physical completion within the original physical completion time specified in this Agreement and any extensions of time which may have been granted to the Contractor by change order or otherwise. C. The Contractor's failure to make full and prompt payment to subcontractors or for material or labor. D. The Contractor's disregard of federal, state or local laws, rules or regulations. E. The Contractor's filing for bankruptcy or becoming adjudged bankrupt. F. The Contractor disregards the authority of the City. G. The Contractor performs work which deviates from the Contract, and neglects or refuses to correct rejected work. H. The Contractor's failure to provide continuous competent supervision. I. The Contractor otherwise violates in any material way any provisions or requirements of the contract. ff the City terminates this agreement for good cause, the Contractor shall not receive any monies due under this agreement, if any, until the Contract work is completed. 6. PREVAILING WAGES. Contractor shall file a "Statement of Intent to Pay Prevailing Wages," with the State of Washington Department of Labor & Industries prior to commencing the Contract work. Contractor shall pay prevailing wages and comply with Chapter 39.12 of the Revised Code of Washington, as well as any other applicable prevailing wage rate provisions. The latest prevailing wage rate revision issued by the Department of Labor and Industries is attached. 7. CHANGES. The City may issue a written or oral work change directive for any change in the Contract work during the performance of this agreement. If the Contractor determines, for any reason, that a change order is necessary, Contractor must submit a written change order request to the City's project manager within two (2) business days of the date the Contractor knew or should have known of the facts and events giving rise to the requested change. If the City determines that the change increases or decreases the Contractor's costs or time for performance, the City will make an equitable adjustment. The City will attempt, in good faith, to reach agreement with the Contractor on all equitable adjustments. However, if the parties are unable to agree, the City will determine the equitable adjustment as it deems appropriate. The Contractor shall proceed with the change order work upon receiving either a written or oral work change directive from the City or a change order from the City. If the Contractor fails to request a change order within the time allowed, the Contractor waives its right to make any claim or submit subsequent change order requests for that portion of the contract PUBLIC WORKS AGREEMENT - Page 3 of 9 (November 4, 2004) (between City of Bremerton and lnsituform Technologies, Inc.) work. If the Contractor disagrees with the equitable adjustment the Contractor must complete the change order work; however, the Contractor may elect to protest the adjustment as provided below: A. Procedure and Protest by the Contractor. If the Contractor disagrees with anything required by a written work change directive, oral work change directive or change order, including any direction, instruction, interpretation, or determination by the City, the Contractor shall: 1. Give a signed written notice of protest to the City within one business day; 2. Supplement the written protest within five (5) calendar days with a written statement that provides the following information: a. The date of the Contract's protest. b. The nature and circumstances that caused the protest. c. The provisions in this agreement that support the protest. d. The estimated dollar cost, if any, of the protested work and how that estimate was determined. e. An analysis of the progress schedule showing the schedule change or disruption if the Contractor is asserting a schedule change or disruption. The Contractor shall keep complete records of extxa costs and time incurred as a result of the protested work. The City shall have access to any of the Contractor's records needed for evaluating the protest. 3. The City will evaluate all protests, provided the procedures in this section are followed. If the City determines that a protest is valid, the City will adjust payment for work or time by an equitable adjustment. No adjustment will be made for an invalid protest. B. Contractor's Duty to Complete Protested Work. In spite of any protest, the Contractor shall proceed promptly with the work as the City has ordered. C. Contractor's Acceptance of Changes. The Contractor accepts all requirements of a change order by: (1) endorsing it, (2) writing a separate acceptance, or (3) not protesting in the way this section provides. A change order that is accepted by Contractor as provided in this section shall constitute full payment and final settlement of all claims for contract time and for direct, indirect and consequential costs, including costs of delays related to any work, either covered or affected by the change. PUBLIC WORKS AGREEMENT - Page 4 of 9 (November 4, 2004) (between City of Bremerton and lnsituform Technologies, Inc.) D. Failure to Protest Constitutes Waiver. By not protesting as this section provides, the Contractor also waives any additional entitlement and accepts from the City any written or oral order (including directions, instructions, interpretations, and determination). E. Failure to Follow Procedures Constitutes Waiver. By failing to follow the procedures of this section, the Contractor completely waives any claims for protested work and accepts from the City any written or oral order (including directions, instructions, interpretations, and determination). 8. CLAIMS. The Contractor shall give written notice to the City of all claims other than change orders within fourteen (14) calendar days of the occurrence of the events giving rise to the claims. Any claim for damages, additional payment for any reason, or extension of time, whether under this agreement or otherwise, shall be conclusively deemed to have been waived by the Contractor unless a timely written claim is made in strict accordance with the applicable provisions of this agreement; or, if (and only if) no such provision is applicable, unless that claim is set forth in detail in writing and received by the City within seven (7) calendar days from the date Contractor knew, or should have known, of the facts giving rise to the claim. At a minimum, a Contractor's written claim must include the information set forth regarding protests in Section 7.A.2.a.-e. FAILURE TO PROVIDE A COMPLETE, WRI'I't'EN NOTIFICATION OF CLAIM WITHIN THE TIME ALLOWED SHALL BE AN ABSOLUTE WAIVER OF ANY CLAIMS ARISING IN ANY WAY FROM THE FACTS OR EVENTS SURROUNDING THAT CLAIM OR CAUSED BY THAT DELAY. Contractor must, in any event, file any claim or bring any suit arising from or connected with this agreement within 120 calendar days from the date the contract work is complete. 9. WARRANTY. The Contractor shall correct all defects in workmanship and materials within one year from the date of the Contractor's acceptance of the City's final payment under this contract. When defects are corrected, the warranty for that portion of the work shall extend for one year from the date such correction is completed and accepted by the City. The Contractor shall begin to correct any defects within seven (7) calendar days of its receipt of notice from the City of the defect. If the Contractor does not accomplish the corrections within a reasonable time, the City may complete the corrections and the Contractor shall pay all costs incurred by the City in order to accomplish the correction. 10. INDEMNIFICATION. Contractor shall defend, indemnify and hold the City, its officers, officials, employees, agents and volunteers harmless from any and all claims, injuries, damages, losses or suits including all legal costs and attorney fees, arising out of or in connection with the performance of this agreement, except for injuries and damages solely caused by the City's negligence. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. PUBLIC WORKS AGREEMENT - Page 5 of 9 (November 4, 2004) (between City of Bremerton and lnsituform Technologies, Inc.) 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 officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. 1T IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THIS INDEMNIFICATION CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSE OF THIS INDEMNIFICATION. THE PARTIES ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this agreement. 11. INSURANCE. The Contractor shall procure and maintain for the duration of this agreement, insurance against claims for injuries to persons or damage to property that may arise from or in connection with the performance of the Contract work by the Contractor, its agents, representatives, employees or subcontractors. Before beginning the work on the project described in this agreement, the Contractor shall provide a Certificate of Insurance evidencing: A. Automobile Liability insurance with limits no less than $1,000,000 combined single limit per accident for bodily injury and property damage; and B. Commercial General Liability insurance written on an occurrence basis with limits no less than $2,000,000 combined single limit per occurrence and $2,000,000 aggregate for personal injury, bodily injury and property damage. Coverage shall include but not be limited to: blanket contractual; products/completed operations/broad form property damage; explosion, collapse and underground (XCU) if applicable; and employer's liability. Any payment of deductible or self insured retention shall be the sole responsibility of the Contractor. The City reserves the right to receive a certified copy of all the required insurance policies. The City, its officials, employees, agents and volunteers shall be named as an additional insured on the insurance policy, as respects work performed by or on behalf of the Contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. PUBLIC WORKS AGREEMENT - Page 6 of 9 (November 4, 2004) (between City of Bremerton and lnsituform Technologies, Inc.) The Contractor's insurance shall contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. The Contractor's insurance shall be primary insurance as respects the City, and the City shall be given thirty (30) calendar days prior written notice by certified mail, return receipt requested, of any cancellation, suspension or material change in coverage. If this contract requires work to be performed in or on navigable waters, the Contractor shall provide insurance written on an occurrence basis with limits no less than $2,000,000 combined single limit per occurrence and $2,000,000 aggregate for claims made under the Longshoreman and Harbor Workers Act and the Jones Act. 12. MISCELLANEOUS. A. Nondiscrimination. In the hiring of employees for the performance of work under this Agreement or any sub-contract hereunder, the Contractor, its sub-contractors, or any person acting on behalf of such Contractor or sub-contractor shall not, by reason of race, religion, color, sex, national origin, or the presence of any sensory, mental, or physical disability, discriminate against any person who is qualified and available to perform the work to which the employment relates. B. Compliance with Laws. Contractor shall comply with all federal, state and local laws, rules and regulations throughout every aspect in the performance of this agreement. C. Work Performed at Contractor's Risk. Con~xactor shall take all precautions necessary and shall be responsible for the safety of its employees, agents, and subcontractors in the performance of this agreement. All work shall be done at Contractor's own risk, and Contractor shall be responsible for any loss of or damage to materials, tools, or other articles used or held for use in connection with the work. D. Nonwalver of Breach. The failure of the City to insist upon s~ct performance of any of the terms and rights contained herein, or to exercise any option herein conferred in one or more instances, shall not be construed to be a waiver or relinquishment of those terms and rights and they shall remain in full force and effect E. Governing Law. This agreement shall be governed and construed in accordance with the laws of the State of Washington. If any dispute arises between the City and Contractor under any of the provisions of this agreement, resolution of that dispute shall be available only through the jurisdiction, venue and rules of the Kitsap County Superior Court, Kitsap County, Washington. PUBLIC WORKS AGREEMENT - Page 7 of 9 (November 4, 2004) (between City of Bremerton and Insituform Technologies, Inc.) F. Attomey's Fees. To the extent not inconsistent with RCW 39.04.240, in any claim or lawsuit for damages arising from the parties' performance of this agreement, each party shall be responsible for payment of its own legal costs and attorney's fees incurred in defending or bringing such claim or lawsuit; however, nothing in this subsection shall limit the City's right to indemnification under Section 10 of this agreement. G. Written Notice. All communications regarding this agreement shall be sent to the parties at the addresses listed on the signature page of this agreement, unless otherwise notified. Any written notice shall become effective upon delivery, but in any event three (3) calendar 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 on this agreement. H. Assignment. Any assignment of this agreement by the Contractor without the written consent of the City shall be void. I. 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. J. Severability. If any one or more sections, sub-sections, or sentences of this agreement are held to be unconstitutional or invalid, that decision shall not affect the validity of the remaining portion of this agreement and the remainder shall remain in full force and effect. K. Entire Agreement. The written provisions and terms of this agreement, together with any attached Exhibits, supersede all prior verbal statements by any representative of the City, and those statements shall not be construed as forming a part of or altering in any manner this agreement. TMs agreement and any attached Exhibits contain the entire agreement between the parties. Should any language in any Exhibit to this agreement conflict with any language contained in this agreement, the terms of this agreement shall prevail. PUBLIC WORKS AGREEMENT - Page 8 of 9 (November 4, 2004) (between City of Bretnerton and lnsituform Technologies, Inc.) IN WITNESS WHEREOF, the parties below have executed this agreement. CONTRACTOR ' THFwCe-Ft~/3OF ~ON Insituform Technolo~T--I~nc. ~ ~ Print Name:~[t' Doug las Thomas Print Name:~ Title:Vice President Project SupportTitle: /~d/3,~F' '"- DATE November 24, 2004 DATE /.~ - ~-~7~,~ Notices to be sent to: Notices to be sent to: CONTRACTOR: CITY OF BREMERTON: Insituform Technologies, INc. CityClerk H. Douglas Thomas 345 6m Street, Suite 600 702 Spirit 40 Park Drive Bremerton, WA 98337-1873 Chesterfield, MO 63005 (360)473-5323 636 - 530 - 8000 (360) 473-5200 (facsimile) 636-519-8010 fax APPROVED AS TO FORM: Bre~l:~ity A~eX~ TSALL USERS\GINN~rentwood SD\041104_insim form_PWA.doc PUBLIC WORKS AGREEMENT - Page 9 of 9 (November 4, 2004) (between City of Bremerton and lnsituform Technologies, Inc.) State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Section - Telephone (360) 902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts The PREVAILING WAGES listed hem include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, workem' wage and benefit rates must add to not less than this total. A bdef description of overtime calculation requirements is provided on the Benefit Code Key. KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Ccde ASBESTOS ABATEMENT WORKERS JOURNEY LEVEL $32.61 1N 5D BOILERMAKERS JOURNEY LEVEL $30.34 1 BRICK AND MARBLE MASONS JOURNEY LEVEL $39.87 1M 5A CABINET MAKERS (IN SHOP) JOURNEY LEVEL $12.53 CARPENTERS ACOUSTICAL WORKER $39.11 1M 5D BRIDGE, DOCK AND WARF CARPENTERS $38.95 1M 5D CARPENTER $38.95 1M 5D CREOSOTED MATERIAL $39.05 1M 5D DRYWALL APPLICATOR $39.63 1M 5D FLOOR FINISHER $39.08 1M 5D FLOOR LAYER $39.08 1M 5D FLOOR SANDER $39.08 1M 5D MILLWRIGHT AND MACHINE ERECTORS $39,95 1M 5D PILEDRIVERS, DRIVING, PULLING, PLACING COLLARS AND WELDING $39.15 1M 5D SAWFILER $39.08 1M SD SHINGLER $39.08 1M 5D STATIONARY POWER SAW OPERATOR $39.08 1M 5D STATIONARY WOODWORKING TOOLS $39.08 1M 5D CEMENT MASONS JOURNEY LEVEL $40.01 IM 5D DIVERS & TENDERS DIVER $80.62 1M 5D 8A DIVER TENDER $41,72 1M 5D DREDGE WORKERS ASSISTANT ENGINEER $39.52 1B 5D 8L ASSISTANT MATE (DECKHAND) $38.76 lB 5D 8L BOATMEN $39.52 1B 5D 8L ENGINEER WELDER $39,57 lB 5D 8L LEVERMAN, HYDRAULIC $41.04 lB 5D 8L MAINTENANCE $38,76 lB 5D 8L MATES $39.52 lB 5D 8L OILER $39.16 lB 5D 8L DRYWALL TAPERS JOURNEY LEVEL $39.44 1J 5B ELECTRICAL FIXTURE MAINTENANCE WORKERS JOURNEY LEVEL $9.37 1 Page I KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code ELECTRICIANS - INBIDE CABLE SPLICER $49.51 ID 6H CABLE SPLICER (TUNNEL) $53.31 1D 6H CERTIFIED WELDER $47.79 1D 6H CERTIFIED WELDER (TUNNEL) $51.41 1D 6H CONSTRUCTION STOCK PERSON $24.33 1D 6H JOURNEY LEVEL $46.06 1D 6H JOURNEY LEVEL (TUNNEL) $49.51 1D 6H ELECTRICIANS - MOTOR SHOP CRAFTSMAN $15.37 2A 6C JOURNEY LEVEL $14.69 2A 6C ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER $49.54 4A 5A CERTIFIED LINE WELDER $45.15 4A 5A GROUNDPERSON $32.63 4A 5A HEAD GROUNDPERSON $34.43 4A 5A HEAVY LINE EQUIPMENT OPERATOR $45.15 4A 5A JACKHAMMER OPERATOR $34.43 4A 5A JOURNEY LEVEL LINEPERSON $45.15 4A 5A LINE EQUIPMENT OPERATOR $38.37 4A 5A POLE SPRAYER $45.15 4A 5A POWDERPERSON $34.43 4A 5A ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL $12.07 1 ELEVATOR CONSTRUCTORS MECHANIC $49.28 4A 6Q MECHANIC IN CHARGE $54.18 4A 6Q FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS $13.50 1 FENCE ERECTORS FENCE ERECTOR $13.80 1 FENCE LABORER $11.60 1 FLAGGERS JOURNEY LEVEL ;27.93 1N 5D GLAZIERS JOURNEY LEVEL ;39.96 2E 5G HEAT & FROST INSULATORS AND ASBESTOS WORKERS MECHANIC ;41.93 1F 5E HEATING EQUIPMENT MECHANICS MECHANIC ;18.45 1 HOD CARRIERS & MASON TENDERS JOURNEY LEVEL ;33.09 IN 5D INDUSTRIAL ENGINE AND MACHINE MECHANtCS MECHANIC ;15.65 1 iNDUSTRIAL POWER VACUUM CLEANER JOURNEY LEVEL $9.07 1 INLAND BOATMEN CAPTAIN $35.14 1K 5B COOK $30.11 1K 5B DECKHAND $29.09 1K 5B ENGINEER/DECKHAND $31.66 1K 5B MATE, LAUNCH OPERATOR $33.24 1K 5B Page 2 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code INSPECTiON/CLEANING/SEALING OF SEWER & WATER SYSTEMS BY REMOTE CONTROL CLEANER OPERATOR, FOAMER OPERATOR $9.73 1 GROUT TRUCK OPERATOR $11.48 1 HEAD OPERATOR $12.78 1 TECHNICIAN $7.16 1 TV TRUCK OPERATOR $10.53 1 INSULATION APPLICATORS JOURNEY LEVEL $36.95 1M 5D IRONWORKERS JOURNEY LEVEL $43.12 lB 5A LABORERS ASPHALT RAKER $33.09 1N 5D BALLAST REGULATOR MACHINE $32.61 1N 5D BATCH WEIGHMAN $27.93 1N 5D BRUSH CUTTER $32.61 1N 5D BRUSH HOG FEEDER $32.61 1N 5D BURNERS $32.61 1N 5D CARPENTER TENDER $32.61 1N 5D CASSION WORKER $33.45 1N 5D CEMENT DUMPER/PAVING $33.09 1N 5D CEMENT FINISHER TENDER $32.61 1N 5D CHANGE-HOUSE MAN OR DRY SHACKMAN $32.61 1N 5D CHIPPING GUN (OVER 30 LBS) $33.09 1N 5D CHIPPING GUN (UNDER 30 LBS) $32.61 1N 5D CHOKER SETFER $32.61 1N 5D CHUCK TENDER $32.61 1N 5D CLEAN-UP LABORER $32.61 IN 5D CONCRETE DUMPER/CHUTE OPERATOR $33.09 1N 5D CONCRETE FORM STRIPPER $32.61 1N 5D CONCRETE SAW OPERATOR $33.09 1N 5D CRUSHER FEEDER $27.93 1N 5D CURING LABORER $32.61 1N 5D DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED $32.61 1N 5D DITCH DIGGER $32.61 1N 5D DIVER $33.45 1N 5D DRILL OPERATOR (HYDRAULIC, DIAMOND) $33.09 1N 5D DRILL OPERATOR, AIRTRAC $33.45 IN 5D DUMPMAN $32.61 1N 5D EPOXY TECHNICIAN $32.61 1N 5D EROSION CONTROL WORKER $32.61 1N 5D FALLER/BUCKER, CHAIN SAW $33.09 1N 5D FINAL DETAIL CLEANUP (i.e., dusting, vacuuming, window cleaning; NOT $25.61 IN 5D construction debris cleanup) FiNE GRADERS $32.61 1N 5D FiRE WATCH $27.93 1N 5D FORM SE'I-FER $32.61 1N 5D GABION BASKET BUILDER $32.61 1N 5D GENERAL LABORER $32.61 1N 5D GRADE CHECKER & TRANSIT PERSON $33.09 1N 5D GRINDERS $32.61 1N 5D GROUT MACHINE TENDER $32.61 IN 5D Page 3 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Cody Code Code GUARDRAIL ERECTOR $32.61 1N 5D HAZARDOUS WASTE WORKER LEVEL A $33.45 1N 5D HAZARDOUS WASTE WORKER LEVEL B $33.09 1N 5D HAZARDOUS WASTE WORKER LEVEL C $32.61 1N 5D HIGH SCALER $33.45 1N 5D HOD CARRIEPJMORTARMAN $33.09 1N 5D JACKHAMMER $33.09 1N 5D LASER BEAM OPERATOR $33.09 1N 5D MANHOLE BUILDER-MUDMAN $33,09 IN 5D MATERIAL YARDMAN $32.61 IN 5D MINER $33.45 1N 5D NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH $33.09 1N 5D PRESSURE AIR & WATER ON CONCRETE & ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER ;33.09 1N 5D PILOT CAR ;27.93 1N 5D PIPE POT TENDER ;33.09 1N 5D PIPE RELINER (NOT INSERT TYPE) ;33.09 1N 5D PIPELAYER & CAULKER ;33.09 1N 5D PIPELAYER & CAULKER (LEAD) ;33.45 1N 5D PIPEWRAPPER ;33.09 IN 5D POT TENDER ~32.61 1N 5D POWDERMAN ;33.45 1 N 5D POWDERMAN HELPER ~32.61 IN 5D POWER JACKS ;33.09 1N 5D RAILROAD SPIKE PULLER (POWER) ;33.09 1N 5D RE-TIMBERMAN ;33.45 1 N 5D RIPRAP MAN ;32.61 1N 5D RODDER ;33.09 1N 5D SCAFFOLD ERECTOR ;32.61 1N 5D SCALE PERSON ;32.61 1N 5D SIGNALMAN ;32.61 1N 5D SLOPER (OVER 20") ;33.09 1N 5D SLOPER SPRAYMAN ;32.61 1N 5D SPREADER (CLARY POWER OR SIMILAR TYPES) ;33.09 1N 5D SPREADER (CONCRETE) ;33.09 1N 5D STAKE HOPPER ;32.61 1N 5D STOCKPILER ;32.61 IN 5D TAMPER & SIMILAR ELECTRIC, AIR & GAS ;33.09 1N 5D TAMPER (MULTIPLE & SELF PROPELLED) ;33.09 1N 5D TOOLROOM MAN (AT JOB SITE) 132.61 1N 5D TOPPER-TAlLER ~32.61 IN 5D TRACK LABORER 32.61 1N 5D TRACK LINER (POWER) 33.09 1N 5D TRUCK SPOTTER 32.61 IN 5D TUGGER OPERATOR 33.09 IN 5D VIBRATING SCREED (AIR, GAS, OR ELECTRIC) 32.61 IN 5D VIBRATOR 33.09 1N 5D VINYL SEAMER 32.61 1N 5D WELDER 32.61 1N 5D WELL-POINT LABORER 33.09 1N 5D Page 4 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code LABORERS - UNDERGROUND SEWER & WATER GENERAL LABORER $32.61 1N 5D PIPE LAYER $33.09 1N 5D LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS $11,42 1 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS $10.94 1 LANDSCAPING OR PLANTING LABORERS $8.54 1 LATHERS JOURNEY LEVEL $39.63 1M 5D MACHINISTS (HYDROELECTRIC SITE WORK) MACHINtST $16.84 1 METAL FABRICATION (IN SHOP) FITTER $26.96 1 LABORER $7.16 MACHINE OPERATOR $13.83 1 WELDER $13.83 1 MODULAR BUILDINGS CABINET ASSEMBLY $11.56 1 ELECTRICIAN $11.56 1 EQUIPMENT MAINTENANCE $11.56 1 PLUMBER $11.56 1 PRODUCTION WORKER $9.26 1 TOOL MAINTENANCE $11.56 1 UTILITY PERSON $11.56 1 WELDER $11.56 1 PAINTERS JOURNEY LEVEL $30.76 2B 5A PLASTERERS JOURNEY LEVEL $39.93 1R 5A PLAYGROUND & PARK EQUIPMENT INSTALLERS JOURNEY LEVEL $8.54 1 PLUMBERS & PIPEFITTERS JOURNEY LEVEL $43.61 lB 5A POWER EQUIPMENT OPERATORS ASSISTANT ENGINEERS ;37.26 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (3 YD & UNDER) ~39.88 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (OVER 3 YD & UNDER 6 YD) ~-0.34 1T 5D 8L BACKHOE, EXCAVATOR, SHOVEL (6 YD AND OVER WITH ~.0.86 1T 5D 8L BACKHOES, (75 HP & UNDER) ~39.49 1T 5D 8L BACKHOES, (OVER 75 HP) ~39.88 1T 5D 8L BARRIER MACHINE (ZIPPER) ~39.88 1T 5D 8L BATCH PLANT OPERATOR, CONCRETE 39.88 1T 5D 8L BELT LOADERS (ELEVATING TYPE ) 139.49 1T 5D 8L BOBCAT 37.26 1 T 5D 8L BROOMS 37.26 IT 5D 8L BUMP CUTTER 39.88 1T 5D 8L CABLEWAYS 40.34 IT 5D 8L CHIPPER 39.88 1T 5D 8L COMPRESSORS 37.26 1T 5D 8L CONCRETE FINISH MACHINE - LASER SCREED 37.26 IT 5D 8L CONCRETE PUMPS 39.49 1T 5D 8L CONCRETE PUMP-TRUCK MOUNT WITH BOOM A3q'ACHMENT 39.88 1T 5D 8L Page 5 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code CONVEYORS $39.49 1T 5D 8L CRANES, THRU 19 TONS, WITH ATTACHMENTS $39.49 IT 5D 8L CRANES, 20 - 44 TONS, WITH ATTACHMENTS $39.88 1T 5D 8L CRANES, 45 TONS - 99 TONS, UNDER 150 FT OF BOOM (INCLUDING $40.34 1T 5D 8L JIB WITH ATACHMENTS) CRANES, 100 TONS - 199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $40.86 1T 5D 8L WITH ATI'ACHMENTS) CRANES, 200 TONS TO 300 TONS, OR 250 FT OF BOOM (INCLUDING JIB $41.40 IT 5D 8L WITH ATTACHMENTS) CRANES, A-FRAME, 10 TON AND UNDER $37.26 1T 5D 8L CRANES, A-FRAME, OVER 10 TON $39.49 1T 5D 8L CRANES, OVER 300 TONS, OR 300' OF BOOM INCLUDING JIB WITH $41.92 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( 20 - 44 TONS) ;39.88 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE ( 45 - 99 TONS) ~0.34 1T 5D 8L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS & OVER) "40.86 1T 5D 8L CRANES, TOWER CRANE UP TO 175' IN HEIGHT, BASE TO BOOM ~-0.86 1T 5D 8L CRANES, TOWER CRANE OVER 175' IN HEIGHT, BASE TO BOOM ,41.40 1T 5D 8L CRUSHERS 139.88 IT 5D 8L DECK ENGINEEPJDECK WINCHES (POWER) 139.88 1T 5D 8L DERRICK, BUILDING ;40.34 1t 5D 8L DOZERS, D-9 & UNDER ;39.49 1T 5D 8L DRILL OILERS - AUGER TYPE, TRUCK OR CRANE MOUNT ;39.49 1T 5D 8L DRILLING MACHINE ;39.88 1T 5D 8L ELEVATOR AND MANLIFT, PERMANENT AND SHAFT-TYPE ;37.26 IT 5D 8L EQUIPMENT SERVICE ENGINEER (OILER) ;39.49 1T 5D 8L FINISHING MACHINE/BIDWELL GAMACO AND SIMILAR EQUIP ;39.88 1T 5D 8L FORK LIFTS, (3000 LBS AND OVER) ;39.49 1T 5D 8L FORK LIFTS, (UNDER 3000 LBS) ;37.26 1T 5D 8L GRADE ENGINEER ;39.49 1T 5D 8L GRADECHECKER AND STAKEMAN ;37.26 IT 5D 8L GUARDRAIL PUNCH ;39.88 1T 5D 8L HOISTS, OUTSIDE (ELEVATORS AND MANLIFTS), AIR TUGGERS ;39.49 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL LOCATOR ;39.49 1T 5D 8L HORIZONTAL/DIRECTIONAL DRILL OPERATOR ~39.88 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (10 TON & UNDER) ;37.26 1T 5D 8L HYDRALIFTS/BOOM TRUCKS (OVER 10 TON) ~39.49 1T 5D 8L LOADERS, OVERHEAD (6 YD UP TO 8 YD) ;40.34 1T 5D 8L LOADERS, OVERHEAD (8 YD & OVER) ~40.86 1T 5D 8L LOADERS, OVERHEAD (UNDER 6 YD), PLANT FEED ;39.88 1T 5D 8L LOCOMOTIVES, ALL ~39.88 IT 5D 8L MECHANICS, ALL ;40.34 1T 5D 8L MIXERS, ASPHALT PLANT ~39.88 1T 5D 8L MOTOR PATROL GRADER (FINISHING) ;39.88 1T 5D 8L MOTOR PATROL GRADER (NON-FINISHING) ;39.49 1T 5D 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD ;40.34 1T 5D 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING ;37.26 1T 5D 8L OPERATOR PAVEMENT BREAKER $37.26 1T 5D 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $39.88 1T 5D 8L PLANT OILER (ASPHALT, CRUSHER) $39.49 1T 5D 8L POSTHOLE DIGGER, MECHANICAL $37.26 1T 5D 8L POWER PLANT $37.26 1T 5D 8L Page 6 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code PUMPS, WATER $37.26 1T 5D 8L QUAD 9, D-10, AND HD-41 $40.34 1T 5D 8L REMOTE CONTROL OPERATOR ON RUBBER TIRED EARTH MOVING $40.34 1T 5D 8L EQUIP RIGGER AND BELLMAN $37.26 1T 5D 8L ROLLAGON $40.34 1T 5D 8L ROLLER, OTHER THAN PLANT ROAD MIX $37.26 1T 5D 8L ROLLERS, PLANTMIX OR MULTILIFT MATERIALS $39.49 1T 5D 8L ROTO-MILL, ROTO-GRINDER $39.88 1T 5D 8L SAWS, CONCRETE $39.49 1T 5D 8L SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $39.88 1T 5D 8L OFF-ROAD EQUIPMENT ( UNDER 45 YD) SCRAPERS - SELF PROPELLED, HARD TAIL END DUMP, ARTICULATING $40.34 1T 5D 8L OFF-ROAD EQUIPMENT (45 YD AND OVER) SCRAPERS, CONCRETE AND CARRY ALL ;39.49 1T 5D 8L SCREED MAN ;39.88 1T 5D 8L SHOTCRETE GUNITE ;37.26 1T 5D 8L SLIPFORM PAVERS N-0.34 1T 5D 8L SPREADER, TOPSIDE OPERATOR - BLAW KNOX ;39.88 1T 5D 8L SUBGRADE TRIMMER ;39.88 1T 5D 8L TOWER BUCKET ELEVATORS ;39.49 1T 5D 8L TRACTORS, (75 HP & UNDER ) ;39.49 1T 5D 8L TRACTORS, (OVER 75 HP) $39.88 1T 5D 8L TRANSFER MATERIAL SERVICE MACHINE ;39.88 1T 5D 8L TRANSPORTERS, ALL TRACK OR TRUCK TYPE ;40.34 1T 5D 8L TRENCHING MACHINES ;39.49 1T 5D 8L TRUCK CRANE OILER/DRIVER ( UNDER 100 TON) ;39.49 1T 5D 8L TRUCK CRANE OILER/DR/VER (100 TON & OVER) ;39.88 1T 5D 8L TRUCK MOUNT PORTABLE CONVEYER ;39.88 1T 5D 8L WHEEL TRACTORS, FARMALL TYPE ;37.26 1T 5D 8L YO YO PAY DOZER ;39.88 1T 5D 8L POWER EQUIPMENT OPERATORS- UNDERGROUND SEWER & (SEE POWER EQUIPMENT OPERATORS) POWER LINE CLEARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE $33.06 4A 5A SPRAY PERSON $31.34 4A 5A TREE EQUIPMENT OPERATOR $31.76 4A 5A TREE TRIMMER $29.48 4A 5A TREE TRIMMER GROUNDPERSON $21.94 4A 5A REFRIGERATION &AIR CONDITIONING MECHANICS MECHANIC $43.61 lB 5A RESIDENTIAL BRICK & MARBLE MASONS JOURNEY LEVEL $17.04 1 RESIDENTIAL CARPENTERS JOURNEY LEVEL $20.00 1 RESIDENTIAL CEMENT MASONS JOURNEY LEVEL $30.87 1 RESIDENTIAL DRYVVALL TAPERS JOURNEY LEVEL $20.00 1 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $14.00 1 RESIDENTIAL GLAZIERS JOURNEY LEVEL $26.84 2E 5G Page 7 KITSAP COUNTY Effective 09-01-04 (See Benefit Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $13.96 1 RESIDENTIAL LABORERS JOURNEY LEVEL $10.04 1 RESIDENTIAL PAINTERS JOURNEY LEVEL $16.21 1 RESIDENTIAL PLUMBERS & PIPEFI~i'ERS JOURNEY LEVEL $21.11 1 RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $30.22 1J 6L RESIDENTIAL SOFT FLOOR LAYERS JOURNEY LEVEL $32.24 lB 5A RESIDENTIAL SPRINKLER FI'i-I'ERS (FIRE PROTECTION) JOURNEY LEVEL $26.43 lB 5C RESIDENTIAL TERRAZZO/TILE FINISHERS JOURNEY LEVEL $30.26 1 ROOFERS JOURNEY LEVEL $34.53 1R 5A USING IRRITABLE BITUMINOUS MATERIALS $37.53 1R 5A SHEET METAL WORKERS JOURNEY LEVEL (FIELD OR SHOP) $46.74 1J 6L SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEY LEVEL $20.58 1 SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEY LEVEL $9.27 1 SOFT FLOOR LAYERS JOURNEY LEVEL $32.24 lB 5A SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $10.31 lB 50 SPRINKLER FI'I-FERS (FIRE PROTECTION) JOURNEY LEVEL $48.19 1B 5C STAGE RIGGING MECHANICS (NON STRUCTURAL) JOURNEY LEVEL $13.23 1 SURVEYORS CHAIN PERSON $9.35 1 INSTRUMENT PERSON $11.40 1 PARTY CHIEF $13.40 1 TELEPHONE LINE CONSTRUCTION - OUTSIDE CABLE SPLICER $28.29 2B 5A HOLE DIGGER/GROUND PERSON $15.91 2B 5A INSTALLER (REPAIRER) $27.13 2B 5A JOURNEY LEVEL TELEPHONE LINEPERSON $26.32 2B 5A SPECIAL APPARATUS iNSTALLER I $28.29 2B 5A SPECIAL APPARATUS INSTALLER II $27.72 2B 5A TELEPHONE EQUIPMENT OPERATOR (HEAVY) $28.29 2B 5A TELEPHONE EQUIPMENT OPERATOR (LIGHT) $26.32 2B 5A TELEVISION GROUND PERSON $15.10 2B 5A TELEVISION LINEPERSON/INSTALLER $20.11 2B 5A TELEVISION SYSTEM TECHNICIAN $23.80 2B 5A TELEVISION TECHNICIAN $21.43 2B 5A TREE TRIMMER $26.32 2B 5A Page 8 KITSAP COUNTY Effective 09-01-04 (See Benef'~ Code Key) Over PREVAILING Time Holiday Note Classification WAGE Code Code Code TERRAZZO WORKERS & TILE SE~'ERS JOURNEY LEVEL $37.03 1H 5A TILE, MARBLE & TERRAZZO FINISHERS FINISHER $12.00 1 TRAFFIC CONTROL STRIPERS JOURNEY LEVEL $31.90 1K 5A TRUCK DRIVERS ASPHALT MIX ( TO 16 YARDS) $36.89 1T 5D 8L ASPHALT MiX (OVER 16 YARDS) $37.47 1T 5D 8L DUMP TRUCK $19.60 DUMP TRUCK & TRAILER $19.60 1 OTHER TRUCKS $18.37 1 TRANSIT MIXER $20.79 WELL DRILLERS & iRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $13.17 1 OILER $14.08 WELL DRILLER $14.40 1 Page 9 BENEFIT CODE KEY - EFFECTIVE 09-01-04 OVERTIME CODES OVERTIME CALCULATIONS ARE BASED ON THE HOURLY RATE ACTUALLY PAID TO THE WORKER. ON PUBLIC WORKS PROJECTS, THE HOURLY RATE MUST BE NOT LESS THAN THE PREVAILING RATE OF WAGE MINUS THE HOURLY RATE OF THE COST OF FRINGE BENEHTS ACTUALLY PROVIDED FOR THE WORKER. 1. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAiD AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. ALL HOURS WORF~D ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. C. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. D. THE FIRST EIGHT (8) HOURS ON SATURDAYS OF A FIVE - EIGHT HOUR WORK WEEK AND THE FIRST EIGHT (8) HOURS WORKED ON A FIFTH CALENDAR DAY, EXCLUDING SUNDAY, IN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY ON SATURDAY; ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS IN A FIFTH CALENDAR WEEKDAY OF A FOUR - TEN HOUR SCHEDULE; ALL HOURS WORKED 1N EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH FRIDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED IN EXCESS OF 10 PER DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED iN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. G. THE FIRST TEN (10) HOURS WORKED ON SATURDAYS AND THE FIRST TEN (10) HOURS WORKED ON A FIFTH CALENDAR WEEKDAY iN A FOUR - TEN HOUR SCHEDULE, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. H. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO iNCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. I. ALL HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF THE HOURLY RATE OF WAGE. WORK PERFORMED ON SUNDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. WORK PERFORMED ON A HOLIDAY SHALL BE PAID ONE AND ONE-HALF TIMES THEIR HOURLY RATE FOR ACTUAL HOURS WORKED PLUS EIGHT (8) HOURS OF STRAIGHT TIME FOR THE HOLIDAY. J. THE FIRST EIGHT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY, AND ALL HOURS WORRED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE pAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON THANKSGIViNG DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. M. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS 1F WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. N. ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. BENEFIT CODE KEY - EFFECTIVE 09-01-04 -2- P. ALL HOURS WOP-KED ON SATURDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY P-~T£ OF WAGE. ~LL HOURS WOP, KED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. Q. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIiVlES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. R. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 1. T. ALL HOURS WORKED ON SATURDAYS, EXCEPT MAKE-UP DAYS, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED AFTER 6:00PM SATURDAY TO 6:00AM MONDAY AND ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. U. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. W. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. THE FIRST SIX (6) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF SIX (6) HOURS ON SATURDAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. B. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. C. ALL HOURS WORICED ON SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORICED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. D. ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS WORJC~ED ON HOLIDAYS SHALL BE PAiD AT STRAIGHT TIME IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAll) AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. E. ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY PATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY RATE OF WAGE INCLUDING HOLIDAY PAY. H. ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. I. ALL HOURS WORKED ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE- HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SUNDAYS AND ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. J. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF TIMES THE HOURLY PATE OF WAGE, INCLUDING THE HOLIDAY PAY. ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. K. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDITION TO THE HOLIDAY PAY. BENEFIT CODE KEY - EFFECTIVE 09-01-04 M. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. 4. A. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORICED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES 5. A. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVENG DAY, AND CHRISTMAS DAY (7). B. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8). C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). D. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THAIqKSGIVING DAY, AND CHRISTMAS DAY (8). E. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (9). G. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7). H. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER T1LKNKSGIVING DAY, AND CHRISTMAS (6). I. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). N. HOLIDAYS: NEW YEAR'S DAY. PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. VETERANS' DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGiVING DAY. AND CHRISTMAS DAY (9). O. PAID HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). P. HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9). Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY (6). R. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, I~DEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, ONE-HALF DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (7 1/2). S. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGiVING DAY, AND CHRISTMAS DAY (7). T. PAID HOLIDAYS: SEVEN (7) PAID HOLIDAYS. V. PAID HOLIDAYS: SIX (6) PAID HOLIDAYS. W. PAID HOLIDAYS: NINE (9) PAiD HOLIDAYS. X. HOLIDAYS: AFTER 520 HOURS - NEW YEAR'S DAY, THANKSGIVING DAY AND CHRISTMAS DAY. AFTER 2080 HOURS - NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGiVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). Y. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY. PRESIDENTIAL ELECTION DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY, AND CHRISTMAS DAY (8). BENEFIT CODE K~Y - EFFECTIVE 09-01-04 -4- Z. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIViNG DAY, THE FRIDAY AFTER THANKSGIViNG DAY, AND CHRISTMAS DAY (8). 6. A. PAID HOLIDAYS; NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, iNDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, THE FRIDAY AFTER THANKSGIViNG DAY, AND CHRISTMAS DAY (8). B. PAID HOLIDAYS: NEW YEAR'S EVE DAY, NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY. (9) C. HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THA3qKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). D. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIViNG DAY, CHRISTMAS DAY, THE DAY BEFORE OR THE DAY A~TER CHRISTMAS DAY (9). 6. H. HOLIDAYS: NEW YEAR'S DAY, MARTiN LUTHER KiNG JR. DAY, MEMORIAL DAY, iNDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, THE FRIDAY AFTER THANKSGIViNG DAY, AND CHRISTMAS DAY (8). L PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7). L. HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIViNG DAY, THE LAST WORKiNG DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY. (8) Q. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERAN'S DAY THANKSGIVING DAY, THE DAY AFTER THANKSGIViNG DAY AND CHRISTMAS DAY. UNPAID HOLIDAY2 PRESIDENTS' DAY. S. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, THE FRIDAY AFTER THANKSGIViNG DAY, CHRISTMAS EVE DAY, AND CHRISTMAS DAY (8). T. PAID HOLIDAYS: NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIViNG DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (9). U. HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, THE FRIDAY AFTER THANKSGIViNG DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY (9). V. PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY, CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY, AND ONE DAY OF THE EMPLOYEE'S CHOICE (10). W. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, iNDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE CHRISTMAS DAY (10). X. PAID HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIViNG DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, DAY BEFORE OR AFTER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (11). NOTE CODES 8. A~ THE STANDBY P-~TE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWiNG DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $1.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5.50 PER FOOT FOR EACH FOOT OVER 175 FEET OVER 250' - DIVERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 250 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALF TIMES THE DIVERS RATE OF PAY. iN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWiNG DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - SI.00 PER FOOT FOR EACH FOOT OVER 50 FEET OVER 100' TO 150' - $1.50 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - $2.00 PER FOOT FOR EACH FOOT OVER 150 FEET BENEFIT CODE KEY - EFFECTIVE 09.01.-04 -5- OVER 200' - DIVERS MAY NAME THEIR OWN PRiCE D. WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS I~ECEIVE AN ADDITIONAL $1.00 PER HOUR. L. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITION,~L HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $0.75, LEVEL B: $0.50, AND LEVEL C: $0.25. M. WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY pIIEMIUMS AS FOLLOWS: LEVELS A & B: $I .00, LEVELS C & D: $0.50. N. WORKERS ON HAZMAT PROJECTS RECEIVE ~kDDIT1ONAL HOURLY PREMIUMS AS FOLLOWS - LEVEL A: $1.00, LEVEL B: $0.75, LEVEL C: $0.50, AND LEVEL D: $0.25. ATTACHMENT 1 SCOPE OF SERVICES General The work to be completed under this contract generaily consists of installation of approximately 625 linear feet of cure-in-place liner in a 42 inch storm sewer pipe, including all materials, equipment, and labor required to install the liner, cure the liner in place, seal the storm sewer pipe at manholes, and all other appurtenant work required to install the cured-in-place liner. Work shall be performed in accordance with Attachment 2, CURED-IN-PLACE LINERS. Work, Materials, and Equipment to be orovided bv the Contractor: · Mobilization to and demobilization from the Project Site · Traffic Control per MUTCD · Bypass pumping of residual dry weather flows up to 1,400 gpm. · Installation of approximately 625 feet of 42" diameter cured-in-place liner · Containment, pumping, and discharge of cure water to the nearest sanitary sewer manhole. · CCTV inspection of pipe after lining operations · Testing of a sample of the installed liner in accordance with ASTM D 790 and ASTM D 5813 at Contractor's in-house laboratory. Work, Materials and Equipment to be provided by the City · A backflow preventer for connection to a City fire hydrant for water supply · Water from the nearest fire hydrant for curing the liner · A dump site near the project for debris removed from the manholes and pipe · Cleaning of mainline pipe to remove any debris required to be removed from the interior of the pipe prior to lining. · CCTV inspection of pipe prior to lining operations. Videos records of this inspection will be provided to the Contractor to confirm pipe cleanliness. · Legal and physical access to the manholes and pipe · Locating, exposing and making accessible all manholes, including removal of obstructions. This shall also include excavation to expose the upstream manhole top, removal of all portions of that manhole down to and including the flat top so that at least a 60" barrel is available for access, placing temporary barrel sections matching the existing barrel diameter up to the ground surface, providing a cover for the pit, and restoring the manhole after lining. · Spot repairs necessary to prepare the existing pipe for lining, including removal of obstructions that will impede or prevent lining operations and repair of defects in the existing pipe that would be unacceptable in the finished product · Repair bottom of existing pipe where required prior to installation of the liner · As-built surveys and record drawings · A staging area near the work site · Notification of any affected parties · Provide any necessary permits or variances required for performing the work. Brentwood Storm Sewer Rehabilitation Attachment I-1 City of Brcmcrton Department of Public Works and Utilities Other Conditions pertinent to the Derformance of the Contract · Work shall only be scheduled to be pedormed during an expected prolonged period of dry weather. CIPP shall not be installed either during, or too soon after, a storm event. · No temporary hose or piping will be required to be buried on this project. · No overtime inspection fees or penalties will be billed to the Contractor for working outside the normal working hours. · No water used during the lining process may be discharged to the nearby stream or storm drain system. All water shall be discharged to the nearest sanitary sewer manhole. Schedule Task Duration Start Finish Notice to Proceed1 - 11/8/2004 11/8/2004 Procurement 25 working days 11/8/2004 12/12/2004 Constructionz 15 working days 12/13/2004 1/2/2005 Note 1: Date of Notice to Proceed is assumed. Schedule wilt begin on actual date of Notice to Proceed. Note 2: Construction is dependant on a 5-6 day period of dry weather. Notice to Proceed for the Construction Phase will be given after consultation with the Contractor and when dry weather is expected for the next several days. Brentwood Storm Sewer Rehabilitation Attachment 1-2 City of Bremerton Depamnent of Public Works and Utilities A'FFACHMENT 2 CURED-IN-PLACE LINERS PART 1 - GENERAL 1.1 DESCRIPTION A. This specification defines the requirements for the rehabilitation of pipelines by the installation of a resin-impregnated liner. The liner may be installed either by inversion or may be pulled in to place. The resin is cured using steam under air pressure or hot water under hydrostatic pressure within the liner. The Cured-In-Place Pipe (CIPP) will be continuous and tight fitting. 1.2 REFERENCE STANDARDS Reference Title ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by Pulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe (ClPP) ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D543 Standard Practices for Evaluating the Resistance of Plastics to Chemical Reagents ASTM D2990 Standard Test Methods for Tensile, Compressive, and Flexural Creep and Creep-Rupture of Plastics ^STM D3839 Standard Practice for Underground Installation of "Fiberglass" (Glass-Fiber- Reinforced Thermosetting- Resin) Pipe 1.3 DEFINITIONS A. Definitions are in accordance with terminology of ASTM F412, unless otherwise specified. Abbreviations are in accordance with terminology of ASTM D1600, unless otherwise specified. 1. Lateral Connection: The point where a lateral pipe intersects with the mainline pipe, also known as the lateral interface. It can consist of a tee, wye, or cut-in connection. 2. Host Pipe: An existing pipeline or conduit to be internally rehabilitated by installation of a pipe liner. 3. Manufacturer and/or Assembler: The entity responsible for obtaining individual components of a cured-in-place liner system and assembling into the final products which are shipped to the job site for installation. Brentwood Storm Sewer Rehabilitation Attachment 2- I City of Bremerton Department of Public Works and Utilities 4. CIPP Contractor: Licensed Contractor or subcontractor responsible for the installation of the cured-in-place liner system in the field. 5. Lateral Cutter Operator: The person directly responsible for reinstating lateral connections. 1.4 QUALIFICATIONS A. Qualification Requirements: 1. The Manufacturer or Assembler shall have supplied a minimum of 50,000 linear feet of liner for similar projects. Contractor shall provide a list of installation projects including project names, owner contacts, phone numbers, and year installed. 2. Provide certification showing that the Contractor is currently licensed by the manufacturer to install the specified product. 1.5 LICENSING AND CERTIFICATION A. The Contractor or subcontractor installing the CIPP shall have a current license agreement with the product Manufacturer or Assembler. 1.6 SUBMITTALS A. Untess otherwise indicated, submittals shall be submitted within 10 working days of Notice to Proceed. The City will review and return submittals within 5 working days. Disapproved submittals shall be re-submitted within 5 working days of receipt and will be reviewed and returned within 5 working days. B. Shop drawings and equipment data: 1. Details on all lining materials and resins. 2. Name of resin supplier and liner fabric supplier. 3. Technical data showing that the cured ClPP system meets the chemical resistance, corrosion resistance, flexural strength, flexural modulus, long term flexural modulus, and wall color requirements of this specification section. 4. Manufacturer certification that the liner materials are in compliance with the specifications, codes, and standards reference herein. 5. Manufacturer's recommendation for storage procedures and temperature control, minimum and maximum pressures and temperatures; time durations for handling and inserting the liner, curing, and cool down; service connection methods, and trimming and finishing. 6. Material Safety Data Sheets for resins, hardeners, solvents, and all other compounds or chemicals to be used on job site. 7.Flat plate samples from each section of liner. C. Pipe sizing calculations which demonstrate that the liner has been properly sized to avoid the creation of wrinkles or folds. D. Bypass pumping and/or diversion plans at least 10 working days prior to the work. Notify the ENGINEER 24 hours prior to commencing with the bypass pumping operation. The Contractor's plan for bypass pumping shall be satisfactory to the ENGINEER before the CONTRACTOR shall be allowed to commence bypass pumping. The bypass pumping plan shall include an emergency response plan to be followed in the event of a failure of the bypass pumping system. Brentwood Storm Sewer Rehabilitation A~achment 2-2 City of Bremer~on Department of Public Works and Utilities E. The resin manufacture's heating requirements, and conceptually discuss with the ENGINEER the general curing guidelines. 1.7 QUALITY ASSURANCE ^. The finished ClPP shall be continuous over the entire length of an insertion run between two manholes or access points and shall be free from visual defects such as foreign inclusions, dry spots, pinholes, and delamination. B. Wrinkles in the finished ClPP greater than 5% of the pipe diameter shall be unacceptable and shall be removed and repaired by the Contractor at the Contractor's expense. Methods of repair shall be proposed by Contractor and submitted to the Project Representative for review. PART 2 - PRODUCTS 2.1 MATERIALS A. Liner: 1. The CIPP shall consist of one or more layers of flexible needled felt or an equivalent non-woven material, or a combination of non- woven and woven materials capable of carrying resin and withstanding installation pressures. 2. The liner shall have a uniform thickness that when compressed at installation pressures will meet or exceed the design thickness. 3. The liner shall tightly fit the internal circumference and length of the host pipe. 4. The liner shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers. No material shall be included in the tube that may cause delamination in the cured CIPP. No dry or unsaturated layers shall be evident. 5. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color. 6. Seams in the liner shall be stronger than the non-seamed fabric. 7. The outside of the liner shall be marked for distance at regular intervals along its entire length, not to exceed 25 ft. Such markings shall include the Manufacturers name or identifying symbol. B. Resin: The resin shall be a corrosion resistant polyester, vinyl ester, or epoxy system. C. The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or the probe or knife blade moves freely between the layers. 2.2 DESIGN PARAMETERS A. The hydraulic capacity of the CIPP shall be greater than or equal to the hydraulic capacity of the original host pipe, based on hydraulic calculations with standard engineering roughness coefficients. B. The liner thickness shall be designed based on the engineering formulas listed in ASTM F1216 for fully deteriorated pipes, assuming groundwater at the surface, HS-20 live loading, 120 pounds per cubic foot dry soil density, and depth of cover as determined by the adjacent upstream or downstream manhole, whichever is deeper. The thickness shall be sufficient to prevent Brentwood Storm Sewer Rehabilitation Attachment 2-3 City of Bremenon Department of Public Works and Utilities groundwater from entering the pipe, while maintaining the maximum cross- sectional pipe area possible. The CIPP design shall assume no bonding to the original pipe wall. MINIMUM PHYSICAL PROPERTIES Curred Composite Curred Composite Composite Property Test Method min. per ASTM F1216 (400,000 psi Resin) ASTM D-790 Modulus of Elasticity i (short term) 250,000 psi 400,000 psi Flexural Stress ASTM D-790 4,5000 psi 4,000 psi G. Chemical Resistance; The CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2. ClPP samples for testing shall be of liner and resin system similar to that proposed for actual construction. D. Hydraulic Capacity: Overall, the hydraulic profile shall be maintained as large as possible. The ClPP shall have a minimum of the full flow capacity of the original pipe before rehabilitation. 2.3 SAMPLES A. ClPP Field Samples: When requested by the ENGINEER, the Contractor shall submit test results from field installations of the same resin system and tube materials as proposed for the actual installation. These test results must verify that the ClPP physical properties have been achieved in previous field applications. PART 3 - EXECUTION 3.1 HANDLING AND STORAGE A. Handling and storage of the resin-impregnated liner before installation shall be per the manufacturer's instructions. 3.2 INSTALLATION A. Cleaning and Inspection: 1. Contractor shall inspect the pipe immediately prior to lining. B. CIPP installation shell be in accordance with ASTM F1216, Section 7, or ASTM F1743, Section 6, with the following modifications: 1. Resin Impregnation: a. The quantity of resin used for liner impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. Any alternate resin impregnation method must be proven. b. The resin impregnation method shall be vacuum impregnation, or an alternate proven method producing similar results. Brentwood Storm Sewer Rehabilitation Attachment 2-4 City of Bremerton Department of P~blic Works and Utilities 2. Liner Insertion: Inversion Method a. The impregnated tube shall be inserted through an existing manhole or other access point by means of the Manufacturer's or Assembler's recommended installation process and in accordance with ASTM F1216. The application of air or water pressure shall fully extend the liner to the next designated manhole or termination point and inflate and firmly adhere the liner to the pipe wall. b. Single liners may be installed through intermediate manholes. c. When inversion is by water pressure, the Contractor shall use methods which control the installation rate, accounting for the increase in hydrostatic head in pipes which have significant elevation change. 3. Liner Insertion: Pull/Winch Method a. The impregnated tube shall be pulled into place in accordance with ASTM F1743 within the host pipe with the aid of a power winch. b. The maximum allowable longitudinal elongation, or stretch, of the material shall be one percent. The longitudinal stretch of the tube shall be gauged by comparing marker on the fully inserted tube to the actual length of pipe being rehabilitated. 4. Curing: a. After placement of the liner is complete, provide a suitable heat source and distribution equipment. The equipment shall be capable of circulating hot water or steam throughout the lined section in accordance with the Manufacturer's or Assembler's recommendations to raise the temperature uniformly above the temperature required to affect a resin cure. This temperature shall be determined by the Manufacturer or Assembler based on the resin/hardener system employed. b. The heat source shall be fitted with continuous monitoring thermocouples to measure and record the temperature of the incoming and outgoing hot water or steam. c. Provide standby equipment to maintain the heat source supply. The temperature during the cure shall not be less than 130 degrees Fahrenheit at the boundary between the pipe wall and the liner unless otherwise directed by the Manufacturer. d. Temperature shall be maintained during the curing period as recommended by the Manufacturer, and shall follow the heating schedule supplied by the Manufacturer. e. A data logger shall record temperature, pressure and time during heating, cure, and cool down at both ends of the liner. Contractor to provide a color plot in Microsoft Excel format comparing temperature and pressure against time. Units shall be degrees Fahrenheit, psi and minutes. 5. Cool Down Brentwood Storm Sewer Rehabilitation Attachment 2-5 City of Bremerlon Department of Public Works and Utilities a. Cool the liner down to below the temperature specified by Manufacturer following the cure period, for duration specified by Manufacturer, prior to relieving installation pressure. b. Care shall be taken to ensure that a vacuum is not induced which could damage the new CIPP during the release of head on the new CIPP. c. Continue data logger operation throughout the cool down phase. 6. Ends of the finished CIPP liner shall be sealed at the interface of the manhole with the host pipe to prevent water movement between the host pipe and the finished CIPP liner. The end sealing material shall be an approved epoxy or sealing material that is compatible with the finished CIPP liner and shall provide a durable watertight seal as approved by the Engineer. 3.3 TESTING A. CIPP samples shall be prepared in accordance with ASTM D5813, Section 7, ASTM F1216 or ASTM F1743, Section 8, using either method proposed. The flexural properties must meet or exceed the values listed in Table 1 of the applicable ASTM standard. B. CIPP fiat plate samples shall be submitted to the ENGINEER for testing. The sample will be large enough to allow for a minimum of five specimens for flexural testing. Samples shall be cured on conditions similar to those of the CIPP liner. C. Wall thickness of samples shall be determined as described in paragraph 6.3.3 of ASTM D5813 or paragraph 8.1.6 of ASTM F1743. The minimum wall thickness at any point shall not be less than 871/2°/o of the design thickness. D. Visual inspection of the CIPP shall be in accordance with ASTM F1743, Section 8.6. E. Should the pre-installation inspection reveal conditions in the sewer to be substantially different than those presented in the appendices of these Specifications, the Contractor shall report the changes to the Engineer along with supporting videotape recording of existing conditions. 3.4 FIELD QUALITY CONTROL A. Should the post*installation CCTV inspection reveal any material flaws or ineffective installation of the liner, the Contractor will make corrections as approved by the Engineer, at no cost to the OWNER. END OF SECTION Brentwood Storm Sewer Rehabilitation Attachment 2-6 City of Bremer~on Deparanent of Pnblic Works and Utilities