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HomeMy WebLinkAboutWWP273831 (3)Award Date: Awarded to: Award Amount: CONTRACT NUMBER CAG-15-149 Bidding Requirements, City of Renton Forms, Contract Forms, Conditions of the Contract, Plans and Specifications Construction of: Cascade Interceptor Rehabilitation Phase II PROJECT NO. WWP-27-03831 July, 2015 City of Renton 1055 South Grady Way Renton, WA 98057 Project Manager: John Hobson, (425) 430-7279 City of (4�1 I 11 u 1 CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS forthe Cascade Interceptor Rehabilitation Phase II PROJECT NO. WWP-27-03831 July 2015 BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS PLANS 'r1 (.) p t. \J 23169�p �v O GrSTE9 �SrONAI. �� -7 j 14��15 .INSITUEORM T-ECHNOLOGIES,-LLC Fheikid . prs . i tied _6 the M L . LCADeldwdfi�, plpg S00OWY:0 si ormUffihil Technologies, ability company (the "Co n-pa fty -?);'hefebywcerlifies that. Liability AgrMihCht .of the Company:: Appointment by the President., The president Company ftiay,from time, -to time ,appoint officers ny s, operating divigibits. Tand stiqb contracting and offl, operating Cc attesting oce_rs President1 _�Adl 1 9 - MP . y 0.1------_m4r, M proper, wJ ks.. ave such authority; subjed toAhe.control of fbeBoard oflVlanagers, a's.the'Pre§idenfmay ' '. from time to i e pre b 2. The Pres'identof-the Covnpany:hasjipursuanf to the above authority, - duly appointed_Joann Smith, Debi a Jasper, Jaga`_Lause, ITrsula Youngblood, ;Diane 4fitfid-g.iand Wftjb.y Sdhult ,a_§'c6htfAdtlAg and-Attei"';tifi-A-i'Off 6dt of - the -C6inpany`Each of thef6reg6iiig;have`:been-fulI 'a attest ft authorized an empowered ihq�P.i-djde.n,('Pf to ' 'Ay '.'_ C_: _�7' 0.). -c f pany, ji 46;600- into and t0'. bind thdC _4fiinb of 40: of R w AM] OnIpany 0 Company, perforfn.-pipdli'ne;r6habilitafion adivifie's'-. e"Compapy.andlz 11-matters -related thereto; including -the maintenance-ofoge or moi_e offices aftdIdeffitieg tithe execute ic' dtbdeliver d& e*nts-o"n''beH-alf6f.,IhdCdfn�i4y su other p � afid (iv),to take.. & action as is or may -.be necessary -and prop. pate to-, out the .protect,. activities �zandWork _ry _p carr y of the Company. M WlIN88 WHEREOF, 1 havelerptinto AiRked Xq haiifqas. Assistant Secretary thls 5th-day bf-FebtUAty, 2015. Tod 0'_-_D'_ 6-6-6kh-u-01 I"'- AAsistoiiS 7 1 1 I I I I I 11 LIMITED LIABILITY COMPANY AGREEMENT OF INSITUFORM TECHNOLOGIES, LLC THIS LUMTED LIABILITY COMPANY AGREEMENT OF INSITUFORM TECHNOLOGIES, LLC is made this 3lst day of December, 2011, by Aegion Corporation, a Delaware corporation (the "Member"). RECITALS: A. As of December 31, 2011, the Member converted Insituform Technologies, Inc., a Delaware corporation (III" ), to INSITUFORM TECHNOLOGIES, LLC, a Delaware limited liability company (the "Company"), in accordance with the Act (as defined below). B. This Agreement (as defined below) is intended to replace the By -Laws of ITI in effect as of the date of this Agreement, which By -Laws are hereby revoked and of no further force or effect. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the undersigned agrees as follows: INCORPORATION OF RECITALS The Recitals set forth above are hereby incorporated in this Agreement, as if fully set forth in the body of this Agreement. 2. DEFINITIONS The following terms, as used in this Agreement, have the meanings set forth in this Section 2: time, "Act" means the Delaware Limited Liability Company Act, as may be amended from time to " ment" means this Limited Liability Company Agreement, as it may be amended, restated, modified, or supplemented from time to time in accordance with its provisions. "Board of Managers" means the group of Managers that exercises the powers, and manages the business and affairs, of the Company pursuant to Section 4 of the Agreement. " means the Certificate of Formation, as originally filed with the office of the Secretary of State of the State of Delaware effective as of the Effective Time, as the same may be amended from time to time. "Code" means the Internal Revenue Code of 1986, as amended, 26 U.S.C.A, et seq., or any succeeding federal internal revenue law as from time to time in effect. "Effective Time" means 11:58 p.m. CST on December 31, 2011. "Manager" means a manager on the Board of Managers. "Member 'has the meaning set forth in the preamble to this Agreement. [TLLC Limited Liability Ag=ment 1 "Person" means an individual, corporation, limited liability company, association, general partnership, limited partnership, limited liability partnership, joint venture, trust, employee benefit plan, estate, or other entity or organization. ' 3. THE COMPANY, ITS MEMBER AND THE BUSINESS (a) Formation. The Company was converted from a Delaware corporation to a Delaware limited liability company when the executed Certificate and Certificate of Conversion were filed with the office of the Secretary of State of the State of Delaware in accordance with and pursuant to the Act. Except as provided in this Agreement, all rights, liabilities, and obligations among the Member, the Company and other Persons, shall be as provided in the Act, and this Agreement shall be construed in ' accordance with the provisions of the Act. To the extent that the rights or obligations of the Member are different by reason of any provision of this Agreement than they would be in the absence of such provision, this Agreement shall, to the extent permitted by the Act, control. ' (b) Compoy Name. The name of the Company shall be "lnsituform Technologies, LLC". The business of the Company may be conducted under that name or, upon compliance with applicable laws, any other name that the Board of Managers deems appropriate or advisable. The Board of Managers shall file any assumed name certificates and similar filings, and any amendments thereto, that it ' considers appropriate or advisable. (c) Tenn of the Company. The term of the Company as a corporation commenced on March ' 27, 1980. The term of the Company as a limited liability company commenced at the Effective Time and shall continue until the Company is dissolved and its affairs wound up in accordance with the Act and Article 6 of this Agreement. ' (d) Purposes of the Company. The purpose of the Company shall be to cant' on any lawful business, purpose or activity permitted under the Act. (e) Authority of the Company. The Company shall be empowered and authorized to do all ' lawful acts and things necessary, appropriate, proper, advisable, incidental to, or convenient for the furtherance and accomplishment of its purposes. ' (f) PrinciaaI Office and Other Offices, Registered Agent. The Company's registered agent and the address of its initial registered office in the State of Delaware shall be as set forth in the Certificate. The registered office and registered agent may be changed by the Board of Managers, as it deems advisable from time to time by filing an amendment to the Certificate. The Company may maintain any other offices at any other places that the Board of Managers deems advisable. The Company may, upon compliance with the applicable provisions of the Act, change its principal office or registered agent from time to time at the discretion of the Member. ' (g) Foreign Qualification. The Company shall take all necessary actions to be authorized to conduct business legally in all appropriate jurisdictions, including registration or qualification of the Company as a foreign limited liability company in those jurisdictions that provide for such registration or qualification. (h) Fiscal Year. The fiscal year of the Company shall begin on the fast day of January in ' each year. ' -2- ITLLC Limited Liability Agreement ' 4. ISSUANCE OF COMMON SHARES (a) The membership interests of the Company authorized for issuance shall be common ' shares ("Common Shares"), having the designations, preferences and relative, participating, optional and other special rights, powers and duties relating to the Common Shares authorized for issuance pursuant to this Section 4. A total of one thousand (1,000) Common Shares, par value $0.01 per share, are hereby authorized for issuance. ' (b) The holders of Common Shares shall be entitled to one vote per Common Share on matters submitted to a vote or consent of the Members. Each Common Share shall be identical in all respects with each other Common Share. t(c) All common shares of ITI outstanding as of the date of this Agreement are hereby automatically converted into Common Shares of the Company. The Member acknowledges that as of the ' date of this Agreement, one (1) Common Share is outstanding in the name of the Member. 5. CASK DISTRIBUTIONS; ALLOCATIONS OF PROFITS AND LOSSES (a) Distributions. All cash of the Company available for distribution shall be distributed to the Member at such times and in such amounts as the Board of Managers shall determine. (b) Allocations of Profits and Losses. All profits and losses of the Company shall be ' allocated to the Member. 6. RIGHTS AND POWERS OF THE BOARD OF MANAGERS AND OFFICERS ' (a) Management by the Board of Managers. Except for situations in which the approval of the Member is required by this Agreement or by non-waivable provisions of the Act, (i) the powers of the Company shall be exercised by or under the authority of, and the business and affairs of the Company shall be managed under the direction of, the Board of Managers; and (ii) the Board of Managers may ' make all decisions and take all actions for the Company not otherwise provided for in this Agreement. (b) Actions by Board of Managers. In managing the business and affairs of the Company ' and exercising its powers granted hereunder, the Board of Managers may act through meetings or written consents pursuant to this Section 6. Any Person dealing with the Company, other than the Member, may rely on the authority of a Manager or any duly appointed officer of the Company in taking any action in ' the time of the Company without inquiry into the provisions of this Agreement or compliance herewith, regardless of whether that action actually is taken in accordance with the provisions of this Agreement. The Member, by execution of this Agreement, agrees to, consents to, and acknowledges the delegation of powers and authority to the Board of Managers granted hereunder, and to the actions and decisions of the ' Board of Managers within the scope of their authority as provided herein. (c) Number and Tenn id Qf6 q. The Board of Managers shalt consist of three Managers. Each Manager shall serve until his or her successor is duly elected or until his or her resignation, removal ' or death. (d) Vacancies; Removal-, Resignaign. Any Manager may be removed at any time, with or without cause, but only by the Member. In the event that any Manager ceases to serve as a Manager during his term of office, the resulting vacancy shall be filled by the Member. Any Manager may resign his or her office at any time. -3- ' TrLLC Litnited Liability Agreement ' (e) Meetings. (i) The attendance of all the Managers shall constitute a quorum for the transaction ' of business of the Board of Managers, and the act of a majority of the Managers shall be necessary to be the act of the Board of Managers. A Manager who is present at a meeting of the Board of Managers at which action on any Company matter is taken shall be presumed to have assented to the action unless his or her dissent shall be entered in the minutes of the meeting or unless he or she shall file a written dissent ' to such action with the Person acting as secretary of the meeting before the adjournment thereof or shall deliver such dissent to the Company immediately after the adjournment of the meeting. Such right to dissent shall not apply to a Manager who voted in favor of such action. (ii) Meetings of the Board of Managers may be held at such place or places as shall be determined from time to time by resolution of the Board of Managers. At all meetings of the Board of Managers, business shall be transacted in such order as shall from time to time be determined by resolution of the Board of Managers. (iii) Regular meetings of the Board of Managers shall be held at such times and places as shall be designated from time to time by resolution of the Board of Managers, but shall not be ' held less frequently than quarterly. Notice of such meetings shall not be required. (iv) Special meetings of the Board of Managers may be called by the President or any Manager on at least ten (10) days' notice to each Manager. Such notice need not state the purpose or ' purposes of, or the business to be transacted at, such meeting, except as may otherwise be required by law or provided for in this Agreement. ' (f) Approval or Ratification of Acts or Contracts by Members. The Board of Managers in their discretion may submit any act or contract for approval or ratification at any annual or special meeting of the Members. ' (g) Action by Managers by Written Consent or Telephone Conference. Any action permitted or required by the Act, the Certificate or this Agreement to be taken at a meeting of the Board of Managers may be taken without a meeting if a written consent, setting forth the action to be taken, is signed by all of the Managers. Such consent shall have the same force and effect as a vote at a meeting ' and may be stated as such in any document or instrument filed with the Secretary of State of Delaware, and the execution of such consent shall constitute attendance or presence in person at a meeting of the Board of Managers. Subject to the requirements of the Act, the Certificate or this Agreement for notice of meetings, unless otherwise restricted by the Certificate, the Managers may participate in and hold a meeting of the Board of Managers by means of a conference telephone or similar communications equipment by means of which all Persons participating in the meeting can hear each other, and participation in such meeting shall constitute attendance and presence in person at such meeting, except ' where a Person participates in the meeting for the express purpose of objecting to the transaction of any business on the ground that the meeting is not lawfully called or convened. ' (h) Officers. (i) Election and Removal of Officers. The officer; of the Company shall be the President, one or more Vice Presidents, a Secretary, and a Treasurer, each of whom shall be elected by the Board of Managers. Such other officers and assistant officers as may be deemed necessary may be elected or appointed by the Board of Managers. Any two (2) or more offices may be held by the same person. Each officer shall hold office until his or her successor shall have been duly elected and shall have qualified or until his or her death or until he or she shall resign or shall have been removed in the ' manner hereinafter provided. Any officer, agent, or other employee elected or appointed by the Board of -4- ' rrLLC Limited Liability Agreement ' Managers may be removed by the Board of Managers, with or without cause, whenever in the Board of Manager's judgment the best interests of the Company will be served thereby, but such removal shall be without prejudice to the contract rights, if any, of the person so removed. Election or appointment of an ' officer or agent shall not of itself create contract rights. (ii) Vacancies. A vacancy in any office because of death, incapacity, resignation, removal, disqualification or otherwise, may be filled by the Board of Managers. ' (iii) President. The President shall be the principal executive officer of the Company and shall in general supervise and control all of the business and affairs of the Company. The President may sign any deeds, mortgages, bonds, contracts, or other instruments which the Board of Managers has ' authorized to be executed, except in cases where the signing and execution thereof shall be expressly delegated by the Board of Managers or by this Agreement to some other officer or agent of the Company, or shall be required by law to be otherwise signed or executed. The President shall in general perform all duties incident to the office of President and such other duties as may be prescribed by the Board of ' Managers from time to time. (iv) Vice President. Each Vice President shall perform such duties as shall be assigned to him or her and shall exercise such powers as may be granted to him or her by the Board of Managers or the ' President of the Company. (v) Secretary. The Secretary shall (A) keep the minutes of the proceedings of the Member and of the Board of Managers in one or more books provided for that purpose; (B) see that all notices are duly given in accordance with the provisions of this Agreement or as required by law; (C) be custodian of the Company records; (D) keep a register of the post office address of the Member which shall be furnished to the Secretary by such Member; and (E) in general perform all duties incident to the ' office of Secretary and such other duties as from time to time may be assigned to the Secretary by the President or by the Board of Managers. (vi) TMMurer. The Treasurer shall: (A) have charge and custody of and be responsible for all funds of the Company; (B) receive and give receipts for moneys due and payable to the Company from any source whatsoever, and deposit all such moneys in the name of the Company in such ' banks, trust companies or other depositories as shall be selected by the Board of Managers; and (C) in general perform all of the duties incident to the office of Treasurer and such other duties as from time to time may be assigned to the Treasurer by the President or by the Board of Managers. (vii) Appointments by the President. The President of the Company may from time to time appoint officers of the Company's operating divisions, and such contracting and attesting officers of the Company as the President may deem proper, who shall have such authority, subject to the control of the Board of Managers, as the President may from time to time prescribe. ' (i) Limitation of Liability of the Member. The debts, obligations and liabilities of the Company, whether arising in contract, tort, or otherwise, shall be solely the debts, obligations and ' liabilities of the Company. The Member shall not be obligated personally for any such debt, obligation, or liability of the Company solely by reason of being the Member, except and only to the extent as otherwise expressly required by law. 1 Conflicts of Interest. A Manager, the Member and officers of the Company at any time and from time to time may engage in and possess interests in other business ventures of any and every type and description, independently or with others, with no obligation to offer to the Company or any other Member, Manager or officer the right to participate therein. The Company may transact business -5- ' ITLLC Limited Liability Agreement 1 with any Manager, Member, officer or affiliate thereof, provided the terms of those transactions are no less favorable than those the Company could obtain from unrelated third parties. ASSIGNMENT, TRANSFER, OR SALE OF INTERESTS IN TBE COMPANY The Member may sell, assign, pledge, or otherwise encumber or transfer all or any part of its limited liability company interest in the Company to any Person. The Member may resign as a Member of the Company upon the transfer of all of its limited liability company interests in the Company to any Person. Upon the transfer of any limited liability company interests of any Member to any other Person, such Person shall automatically and without any other action by the Company or any Member, be admitted as a Member of the Company. 8. DISSOLU'TIONAND TERMINATION OF THE COMPANY (a) Events of Dissolution. The Company shall dissolve upon the earlier to occur of: (i) an election to dissolve the Company made by the Member; or (ii) the happening of any event that, under the Act, causes the dissolution of a limited liability company. .(b) Actions on Dissolution. Upon the dissolution of the Company, the Board of Managers shall act as liquidator to wind up the Company. The proceeds of liquidation shall be applied first to the payment of the debts and liabilities of the Company (including any loans to the Company made by the Member), the expenses of liquidation and the establishment of any reserves that the liquidator deems necessary for potential or contingent liabilities of the Company. Remaining proceeds shall be distributed to the Member as provided in Section 5(a). When all debts, liabilities and obligations have been paid and discharged or adequate provisions have been made therefor and all of the remaining property and assets have been distributed to the Member, the Board of Managers shall file a certificate of cancellation as required by the Act. Upon filing the certificate of cancellation, the existence of the Company shall cease, except as otherwise provided in the Act. 9. BOOKS, RECORDS, AND RETURNS (a) Books of Account and Records. A copy of this Agreement and any other records required to be maintained by the Act shall be maintained at the principal office of the Company. All such books and records shall be available for inspection and copying by the Member or its duly authorized representatives during ordinary business hours. The Company shall keep accurate books and records of the operation of the Company which shall reflect all transactions and be appropriate and adequate for the Company's business and for carrying out the provisions of this Agreement. (b) Deposit of Company Funds. All revenues, assessments, loan proceeds and other receipts of the Company will be maintained on deposit in interest -bearing and non -interest bearing accounts and other investments as the Board of Managers deems appropriate. 10. INDEMNIFICATION The Company will indemnify and hold harmless each Manager and each officer of the Company from and against any loss, expense, damage, or injury suffered or sustained by any of them by reason of any acts, errors in judgment, omissions, or alleged acts or omissions related to the business of the Company to the fullest extent allowed by law. The Company's duty to indemnify will include any judgment, award, settlement, reasonable legal fees, and other costs and expenses related to the defense of any actual or -6- ITLLC Limited Liability Agrament 1 threatened action, proceeding, or claim and including any payments trade by any Manager or any officer, or by reason of any disallowance by any taxing authority of any deduction taken on any Company tax return. The Company shall advance to each Manager or officer any legal expenses required to defend any such claim upon receipt of a written undertaking by or on behalf of such Manager or officer to repay such amounts if it shall ultimately be determined that such Manager or officer is not entitled to be indemnified therefor by the Company. l l . COMPANY SEAL The Board of Managers may provide a company seal, which shall be in circular form and shall have inscribed thereon the name of the Company, the state of formation, the original year of incorporation and the words "Company Seal". 12. NUSCELLANEOUS ' (a) Captions. All section or paragraph captions contained in this Agreement are for convenience only and shall not be deemed part of this Agreement. (b) Pronouns, Singular and Plural Form. All pronouns and any variations thereof shall be deemed to refer to the masculine, feminine and neuter as the identity of the Person or Persons referred to ' may require, and all words shall include the singular or plural as the context or the identity of Persons may require. (c) Agreement Binding. This Agreement shall be binding upon the successors and assigns of the Member. ' (d) Governing Law. This Agreement shall be governed, construed, and enforced in accordance with the laws of the State of Delaware (without regard to the choice of law provisions thereof). (e) No 'third -Parry Beneficiaries. This Agreement is not intended to, and shall not be ' construed to, create any right enforceable by any Person not a party hereto, including any creditor of the Company or of the Member. IN WTTNESS WHEREOF, the undersigned has executed this Agreement to be effective as of the date first written above. f' iTLLC Limited Liability Agreement REGION RPORATION By, David A. Martin, Senior Vice President & Chief Financial Officer -7. Dlepartment'of Labor and Indu"stries �INSITU P686X 44450 FORIVI TECHNOLOGIES 5 - Olympia, WA 98504 4`450 rri -� �� y i�RegCCINSITTL883CW 4 i ,` �• f r� a BI E661-880' 220 y j0. '�( � � r 4 °Register ed as provided byr e iyConstructi`on Contractor AMC COib)-,GENrERAL' >> I1vSIT , FORM TECHNOLOGIESFLLC U�Effe- iue Date 2/14/2012 y 179.88 EDISON AVE 2/14/201 ra�Expuation Date , 6 CHESTERFI{BLD, MO 630053j700 (� I r u 11 D ity of 1 Cascade Interceptor Rehabilitation Phase II 1 WWP-27-03831 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 Maps and Project Information 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 11 ri I I C 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. 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 RENTON CITY COUNCIL Denis Law, Mayor uncil Pr sident Attest: y Bonnie I. Walton, City Clerk I CITY OF RENTON SUMMARY OFAMERICANS WITH DISABILITIESACT POLICY ADOPTED BY RESOL UTION NO. 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 DISABILITIES ACT POLICY - The City of Renton Americans With Disabilities Act Policy will be maintained to facilitate equitable representation within the City work force and to assure equal employment 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, including 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. CITY;QF RENTON RENTON CITY COUNCIL: 1. }.. Mayor Council President Attest: C City Clerk i I CITY OF RENTON Cascade Interceptor Rehabilitation Phase II W W P-27-03831 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 rehabilitation of a portion of Renton's sanitary sewer system through the installation of approximately 605 linear feet of 14" Cured in Place Pipe (CIPP), 265 linear feet of 18" CIPP, 979 linear feet of 21" CIPP, 2,935 linear feet of 24" CIPP, reinstatement of 2 sidesewer laterals, and the rehabilitation of 20 concrete manholes. Manhole depths range from 6' to 28'. Work will include pre - installation inspection and cleaning of the sewer facilities as well as post installation inspection and the bypass pumping of flows necessary for each phase of the work. 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. A total of 45 working days will be allowed for the completion of this project from. I 11 1 6 St � � Q AirporvWay U) > a� Q > i Q > Q a (6 N S 2nd St_ o (D S 3rd St Gov 167 � 900 > y� d c > m iv Q Q c E S 7th St c. Grady ayf S 515 SW Graay� s -o C CD 0 S 21 st St 3 O X m co SW 27th St o m > o N > N Q y Cu c w 515 J A Cre'rhe� ek a SW 41st Si mod. 41 n S,W,t43rdrSt S Ca�� �. cn Jaen > co 0 Rive aar\ ` 169 MaA/e Ix 0AL- y y� y PROJECT LOCATION W U) Q L `O SE 168th St Cascade Interceptor Rehabilitation Phase 11 Vicinity Map I L 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. 1 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. 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 1 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 ability to satisfactorily perform the work. 11. Payment for this work will be made in Cash Warrants. 12. 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. i� i� 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 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 determine the successful low responsive bidder. Partial bids will not be accepted. The owner reserves the right to award any or all schedules of the 1 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 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 I 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 1 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. 11 I� 1. WSDOT/APWA "2014 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 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. If a soils investigation has been completed, a copy may be included as an appendix to this document. If one has not been provided for this project by the City or Engineer, the Bidders shall familiarize themselves adequately with the project site and existing subsurface condition as needed to submit their bid. Upon approval of the City, the Bidder may make such subsurface explorations and investigations as they see fit. The Bidder shall be responsible for protection of all existing facilities, utilities and other buried or surface improvements and shall restore the site to the satisfaction of the City. ' 22 Bidder's Checklist ❑ It is the responsibility of each bidder to ascertain if all the documents listed on the attached 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? ❑ Has the proposal been signed? ❑ Have you bid on ALL ITEMS and ALL SCHEDULES? ❑ Have you submitted the Subcontractors List (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 CAG-15-149 I I C 1 I I I I I CITY OF RENTON CALL FOR BIDS Cascade Interceptor Rehabilitation Phase II WWP-27-03831 Sealed bids will be received until 11:30 a.m. Tuesday, August 4, 2015 at the City Clerk's office, 7th floor and will be opened and publicly read in conference room Conference Room 511 on the 5ch floor, Renton City Hall, 1055 South Grady Way, Renton WA 98057. The work to be performed within 45 working days from the Notice to Proceed Date under this contract shall include, but not be limited to: The rehabilitation of a portion of Renton's sanitary sewer system through the installation of approximately 605 linear feet of 14" Cured in Place Pipe (CIPP), 265 linear feet of 18" CIPP, 979 linear feet of 21" CIPP, 2,935 linear feet of 24" CIPP, reinstatement of 2 side sewer laterals, and the rehabilitation of 20 concrete manholes. Manhole depths range from 6' to 28'. Work will include pre -installation inspection and cleaning of the sewer facilities as well as post installation inspection and the bypass pumping of flows necessary for each phase of the work. 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 July 21, 2015. 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", "Projects 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. Published: Daily Journal of Commerce July 21, 2015 Daily Journal of Commerce July 28, 2015 1 -ity of Cascade Interceptor Rehabilitation Phase II ' W W P-27-03831 Proposal & Combined Affidavit & Certificate Form ' TO 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. I AND 11 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' MINIMUM WAGE AFFIDAVIT FORM I, 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 Insituform Technologies, LLC ' Name of Bidder's Firm Signature of Authorized Representative of Bidder*ylld= .4 Printed Name: Whittney Schulte Title: Contract g & Attesting Officer ' Address: 17988Edison Avenue, Chesterfield, MO 63005 Contact Name (please print): Whittney Schulte Phone: 636-530-8000 Email: WSchultegAegion.com *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 ' Name of Secretary of Corporation Corporation Organized under the laws of ' With Main Office in State of Washington at ' If business is a PARTNERSHIP or LIMITED LIABILITY COMPANY, please complete this section: Name: Title (Partner, Member, Manager): ' Thomas E. Vossman President David F. Morris Exec. VP, CAO, Sec & Manager David A. Martin Exec. VP, CFO & Manager Charles R. Gordon Manager ' Proposal & Affidavit/Certificate Page 2 of 4 'Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ' INDIVIDUAL FORM STATE OF WASHINGTON ) ss County of ) AM ' On this day of before me personally appeared to me known to be the individual(s) described in and who executed the foregoing instrument, ' an'd acknowledged under oath that (he/she/they) signed and sealed the same as (his, her, their) free and voluntary act and deed, for the uses and purposes therein mentioned. ' GIVEN under my hand and official seal the day and year last above written. (SEAL) Notary Public in and for the State of Washington, residing at Print Name: My commission expires: 1 ' CORPORATION FORM STATE OF WASHINGTON ) Ss NA County of ) On this day of before me personally appeared to me known to be the (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 (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 Public in and for the State of ' Washington, residing at Print Name: ' My commission expires: ' Proposal & Affidavit/Certificate Page 3 of 4 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1 1 PARTNERSHIP FORM STATE OF WASHINGTON N>�County of ) ss On this day of before me personally appeared to me known to be a General Partner of the partnership known as that executed the foregoing instrument, and acknowledged said instrument to be the free and 'voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that (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 Public in and for the State of Washington, residing at Print Name: My commission expires: LIMITED LIABILITY COMPANY (LLC) FORM STATE OF MDRUMM) Missouri : ss County of St. Louis ) On this 4th day of August , 2015 , before me personally appeared Whittney Schulte to me known to be a Nq,ember of the Limited Liability Company known as Insituform Technologies, LLC an officer and that he/she/they executed the foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said Limited Liability Company, for the uses and purposes therein mentioned, and on oath stated that she (he/she/they) afe authorized to execute said instrument. Is GIVEN under my hand and official seal the day and ye r st abov written. (SEAL) r. Notalry Public in and for the State of Missouri %N1bXTjX6W residing, at S� . USE Print Name: Ja-r CA41;e _ _ JANANotary Seal Nq ��F MISSOURI Si Tf< 5�20My commission expires: �a D� -17 �7 St, LoUis Co�� I,Ay ,m}sswr� ��15 Proposal & Affidavit/Certificate Page 4 of 4 IProvided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1 Department of Labor and Industries Certificate of Registration ' Name on Registration: Insituform Technologies, LLC ' Registration Number: INSITTL883CW Expiration Date: 2/14/2016 1 Note: A copy of the certificate will be requested as part of contract execution when project is awarded. 1 1 1 ' Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale ¢ '? t p F���'1NSITUFORM TECHNOLOGIES L LC j Gh .. i °Olympia, WA 98504�r-`g CC$INSITTL883CW BI 601880220 Registered arpiouided by Law as ti r 3 s. -,' r i �Construetion Contractor xt> k�` } a �CrC�O.GENERAL t 4 sue: r�,: F r : • _ y ,i' M�-� r �� �-i� a i d t ,y+Y �'" u r:r INSI ORM TECHNOLOGIES''LLC �r4 EffectiveiDate 2/14/2012 {{ ..� ^s"rislY� �i EDISON AVE rt t 'rr r �Exp�ration Date.2/14/2016 z ;° CHESTERFIELD MO 630051700 kq y V y r •� .+ , Y� } + 4� rT'�b ,.r, Y cf s -.3 L 7 - - 7 t ,1 ...R W. 1 � S i•1 ' BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount ' of $ Five Percent (5%) of the Amount Bid which amount is not less than five percent of the total bid. Insituform Technologie , L C ' Signature Whittney Schulte, C n cting & Attesting Officer I Know All Men byThese Presents: Insituform Technologies, LLC That we, 17988 Edison Avenue, Chesterfield, MO 63005 as Principal, and ' Travelers Casualty and Surety Company of America as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Five Percent (5%) of the Amount Bid Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors I and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for ' *Cascade Interceptor Rehabilitation Phase II according to the terms of the proposal or bid made by the Principal therefore, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for ' the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain ' in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. * WWP-27-03831 SIGNED, SEALED AND DATED THIS 4 DAY OF August 20 15 Insituform Tgctynologies, LLC Principal Whittney Scjtijfte, Contracting & Attesting Officer Travelers Casualty and Surety Company of America V One Tower Square, Hartfoo, CT 061$3 , , i � %) A . ^ IA. .. Surety Amanda L. Williams, Attorney -in -Fact Received return of deposit in the sum of $ State of Missouri County of St. Louis On 8/04/2015, before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Amanda L. Williams known to me to be Attorney -in - Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. uchhold, Notary My Commission Expires: -uc�-u &'k c BARBARA BUCHHOLD Notary Public - Notary Seal STATE OF MISSOURI St. Charles County My Commission Expires: Sept. 7, 2018 Commission # 14430636 WARNING: THIS POWER OF ATTORNEY IS A491k POWER OF ATTORNEY TRAVELERS J Farmington Casualty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Fire and INlarine Insurance Company St. Paul Guardian Insurance Company Attorney -In Fact No. Z2)y36y St. Paul Mercury Insurance Company Travelers Casualty and Surety Compan} Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company Certificate No. 006368857 KNOW ALL MIEN B)' THESE PRESENTS: That Farmin'ton Casualty Company. St. Paul Fire and Nlarine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Alercury Insurance Company. Travelers Casualty and Surety Company. Travelers Casualty and Surely Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa. and that Fidelity and Guaranty Insurance Underwriters. Inc.. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the -Companies"). and that the Companies do hereby make. constitute and appoint Andrew 1'. Thomc, Dana A. Dragoy. Peter J. Mohs, Dehra A. Woodard. Barbara Buchhold, Michael D. Wiedemcier, and Amanda L. Williams Chesterfield Missouri of the Cih� of ,State of ,their true and lawful Attorneys) -in -Fact. each in their separate capacity if more than one is named above, to sign. execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteein,_ the fidelity of persons, guaranteeing the performance of contracts and executing Or guaranteeing bonds and undertakin_s required or permitted yin any actions or proceedings allowed by law. IN WITNF S WHEREOF, the Comp: u es have caused this instrument [o be signed and their corporate seals to be hereto affixed. this ay �M15 •. . day of Farmington Casualty Company Fidelity and Guaranty Insirance Company Fidelity and Guaranty lnsuralice Underwriters, Inc. St. Paul Fire and Marine Insurance Company St. Paul Guardian Insurance Company 141h St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company of America United States Fidelity and Guaranty Company �r.svA p' E° a`4, i w i S ,.'� �Hs�•`. it aHo wn ZY <�' M°�r ' � .y-Q��........ G,D /JP ..........Qa ••'•. yJ"� m 4� Fop �F�% M(� 5 (1 6 PI..V,�nnVlTt�v h %%>C00.VORA��,y1 W:�,VOFAl-;. SE Cl^•* R. f/��^\\a y��f 1 9 8 2 0 'i � 977 A;. �' � £ S -•- : n e au MARTFOHD, < GG rNK�rQFgt r'e < rn:„ o: W coNN. 9t CnWI. / 1896 AI.'i�r ia. :SEAL,aDt �:; � \,!S . AN ,• rg�...... �a / � ar �a �. r R%I ANI� State of Connecticut City of Hartford ss. B y: 42,16e Robert L. Raney. enior Vice President 14th May 2015 On this the clay of , before me personally appeared Robert L. Raney. who acknowledged himself to be the Senior Vice President of Farmington Casualty Company. Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters. Inc.. St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America. and United States Fidelity and Guarani\, Company, and that he. as such. being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. p.TET In Witness Whereof, I hereunto set my hand and official seal. Uw � D'ly Commission expires the 30[h day of June. 2016. 'OUBU� 0* Mane C. Tetreault. Notary Public 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ' This Power of Attorney is _ranted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters. Inc.. St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: ' RESOLVED. that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer. any Assistant Treasurer. the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and sea] with the ' Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her: and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President. any Senior Vice President or any Vice President may ' delegate all or any part of the foregoing authority to one or more officers or employees of this Company. provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary: and it is FURTHER RESOLVED, that any bond, recognizance• contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President. the Treasurer. any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority: and it is FURTHER RESOLVED, that the signature of each of the following officers: President. any Executive Vice President. any Senior Vice President. any Vice President. any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory, in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall he valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. ' 1. Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company. Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing ' is a true and correct copy of the Power of Attorney executed by said Companies, which is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF. I have hereunto set my hand and affixed the seals of said.Companies this lam. day of AttguSt . 20 Kevin E. Hughes, Assistant Sec tary GAS V,F� LF1FE 6 r\F�G ;'� HSUq •• Tv 4h0 SW �rY,� Or ra D°°Op�go ., i9 % O . ,➢ JP ..�......, q'•• yJ�` a N� tTr 0.PORA lit4TFOH0. i a Z�t9az ; 1977 1951 £ SE&L.o, 9 Q [ D (Fps SEAL/s • o f y To verify the authenticity of this Power of Attorney. call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED CITY OF RENTON PUBLIC WORKS DEPARTMENT ' CASCADE INTERCEPTOR REHABILITATION PHASE II TOTAL PRICE OF BOTH SCHEDULES WILL BE USED TO DETERMINE SUCCESSFUL LOW RESPONSIVE BIDDER (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 OWBID ITEMS. —T—Dollars ' ITE APPROX. ITEM UNIT PRICE AMOUNT NO: QUANTITY Cents. Dollars Cents. ' 1 1 Mobilization & Demobilization $ (� , D�� �� $ aJ Lump Sum per Lump Sum C 2 1 Traffic Control $ 5 q ;-)t� - C)C $ ,�1 Lump Sum per Lump Sum 3 4,784 Pre -Installation Cleaning and Inspection $ 2 •01© $ 6o ' Linear Foot per Linear Foot $ 99 "B L $ 2, 1 43 4 S 'd7-- ' 4 605 Linear Foot Install 14" CIPP per Linear Foot j 5 265 Install 18" CIPP $ S(Q . an $ l Mo ' bG ' Linear Foot per Linear Foot ' 6 979 Install 21" CIPP $ ip0 $ 100 Linear Foot per Linear Foot ' 7 2,935 Install 24" CIPP $ I .)—I - 1 5 $ Linear Foot per Linear Foot ' 8 2 Reinstate Side Sewer Taps $ —1 Q : nC' $ Each per Each ' 9 4,784 Post Installation Inspection $ � _ �c'� $ ' O© Linear Foot per Linear Foot ' 10 4 Sewer Manhole Rehabilitation 0' to 10' deep `1915, $ 1 $ Each per Each Sewer Manhole Rehabilitation 1 V to 20' deep $ ® ' a $ ) r 0C, 11 10 . f ' Each per Each 12 6 Sewer Manhole Rehabilitation 21' to 30' deep $ y 9 a V 0 $ Z 9 r L 00 ' GO ' Each per Each Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale 1 CITY OF RENTON PUBLIC WORKS DEPARTMENT CASCADE INTERCEPTOR REHABILITATION PHASE II TOTAL PRICE OF BOTH SCHEDULES WILL BE USED TO DETERMINE SUCCESSFUL LOW RESPONSIVE BIDDER (Nate: 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. ITE " 'NQ..OUANTITY; APPROX. ITEM UNIT PRICE Dollars Cents. AMOUNT Dollars Cents. Subtotal $ 9.5% Sales Tax $ S, 3 zn I Total $ F J 2- i D l• I Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa"com '- Always Verify Scale ' Revised Bond No. 106352966 BOND TO THE CITY OF RENTON ' KNOW ALL MEN BY THESE PRESENTS: ' That we, the undersigned _ Insituform Technologies, LLC,17988 Edison Avenue, Chesterfield MO 63005 as principal, and Travelers Casualty and Surety Company of America, One Tower Square, Hartford CT 06183 corporation organized and existing under the laws of the State of Connecticut 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 * $752,904.32 for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or person representatives, as ' the case may be. * (Seven Hundred Fifty Two Thousand Nine Hundred Four and 321100 Dollars) This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of ' the City of Renton. Dated at _ Washington, this day of . 2015. ' Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Public Works Construction Contract CAG-15-149 providing for ' construction of Cascade Interceptor Rehabilitation Phase II. (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. Insituform Technologies, LLC Travelers Casualty and Surety Company of America ' Principal Surety 1 Signature Signature Whittney Schulte, Contracting & Attesting Officer Amanda L. Williams, Attorney -In -Fact ' Title Title State of Missouri County of St. Louis On , before me, a Notary Public in and for said County and State, residing therein, duly commissioned and sworn, personally appeared Amanda L. Williams known to me to be Attorney -in - Fact of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of said corporation, and he duly acknowledged to me that such corporation executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above. Barb ra a B3i chhold, N My Commission Expires: Publi BARBARA BUCHHOLD Notary Public - Notary Seal STATE OF MISSOURI St. Charles County By Commission Expires: Sept. 7, 2018 __Commission # 14430636 ' WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER POWER OF ATTORNEY TRAVELERSFarmington Casualty Company St. Paul i\lercury Insurance Company ' Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and 1larine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company 1 . Attorney -In Fact No. _229369 Certificate No. 006369445 KNOW ALL MIEN BY THESE PRESENTS: That Farmington Casualty Company. St. Paul Fire and Nfarine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters. Inc.. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"). and that the Companies do hereby make. constitute and appoint Andrew P. Thome, Dana A. Dragoy, Peter J. Mobs. Debra A. Woodard. Barbara Buchhold. Michael D. Wiedentcier. and Amanda L. Williams of the City of CheStcl'lield . State of Missouri , their true and lawful Attorney(s)-in-Fact. each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds. reco mizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted -in any actions of p`oceedines allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument.to be signed`Ad their corporate seals to be hereto affixed, this May 2015 day of 14th F Farmington Casualty Companj St. Paul Mercury Insurance Company Fidelih and Guaranh lnsurance'Coinpan3, Travelers Casualty and Surety Company Fidelity and Guaranty Insueance`tndervriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company QG `PV 1NSUq 'ui Jp�tY 4Hp !'1�3Wf! Y"YJ r�::' u O 1,9%7 a 'F - oP MARTFORO, FN4TrOfG1. 2 < cEcr 1951 ' ' SEAL r I -SEAL' ....conk+. sit cau+.� 1896 ry � �,N �,� *� '' ��n.�cE c ofS.,.AN,�✓r- i s!r .. rye >ye a+°c �,�+.'. j'a �jh1! Alit°' State of Connecticut City of Hartford ss. By: Robert L. Ranev. cnior Vice President On this the 14th day of May 2015 before me personally appeared Robert L. Raney. who acknowledged himself to be the Senior Vice President of Farmington Casualty Company. Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters. Inc.. St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he. as such, being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. G,T� In Witness Whereof, [hereunto set my hand and official seal. Tai My Commission expires the 30th day of June. 2016. Marie C. Tetreault. Notaq• Public 58440-8-12 Printed in U.S.A. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER EY IS INVALID WITHOUT THE RED BORDER This Power of Attorney is granted under and by the authority of the following- resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters. Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect. reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President. any Senior Vice President, any Vice President, any Second Vice President, the Treasurer. any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds. recognizances, contracts of indemnity, and other writin=s obligatory in the nature of a bond. recognizance. or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her: and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary: and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing- obligatory in the nature of a bond. recognizance. or conditional undertaking- shall be valid and binding upon the Company when (a) signed by the President. any Vice Chairman. any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority: and it is FURTHER RESOLVED, that the signature of each of the following- officers: President. any Executive Vice President. any Senior Vice President. arr Vice President. any Assistant Vice President. any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents. Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing- such facsimile signature or facsimile seal shall be valid and binding- upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1. Kevin E. Hughes, the undersigned. Assistant Secretary, of Farmington Casualty Company. Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc.. St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America• and United States Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies; which is iir.full force'aideffect and has not been revoked. IN TESTIMONY WHEREOF. 1 have hereunto set my hand and affixed the seals of said Companies this day of ill� (5r Kevin E. Hughes. Assistant Sec tary 20 S S \'µ IN G .P+ �HSUgq•., J7ttY 4N0 �J SIW!}� Y 2y�➢Oq� a yoc°Ry o µ��,,. _ 2Ot 'ram 1951 �` EAL SEAL a s c° �`... 'tom r '�a>•., To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact uS at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER n 1 P( ' CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE ' Insituform Technologies, LLC hereby confirms and declares that: (Name of contractor/subcontractor/consultant) ' I. . It is the policy of the above -named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their ' race; religion/creed; national the origin; ancestry; sex; 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/subcontractor/consultant compiles with all applicable federal, ' state and local laws governing non-discrimination in employment. ' Ill. When applicable, the above -named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. ' Whittney Schulte Print Agent/Representative's Name ' Contracting & Attesting Officer Print Agent/Representative's Title ' Agent/Representati s Signature ' August 18, 2015 Date Signed ' Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. CONTRACTS OTHER THAN FEDERAL -AID FHWA THIS AGREEMENT, made and entered into this day of . by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and Insituform Technologies, LLC , hereinafter referred to as "CONTRACTOR." WITNES SETH: 1) The Contractor shall within the time stipulated, (to -wit: within Forty -Five (45) 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 and installation work in a workmanlike manner, in connection with the City's Project identified as CAG-1.5-149 for improvement by construction and installation of: Work for the Cascade Interceptor Rehabilitation Phase II 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 Works 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 fiilly 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 I -2UU9 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-.2000 1 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. 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 Forty -Five (45) 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 C: 1-2009 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. 11) 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 $752 904.32 num rs Seven hundred fiftv two thousand nine hundred four and 32/100 wn"eu a Orw 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 relinquislunent of those covenants, agreements or options, and the same shall be and remain in full force and effect. 16) Written Notice. All cormnunications 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 4 C) -2009 ' 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. CONTRACTOR Whitt y Schulte, acing & Attesting Officer ,Seeigta�y Jana Lause, Contracint & Attesting Officer Mayor -dWH-- Insituform Technologies, LLC Firm Name check one ❑ Individual ❑ Partnership ❑ Corporation Incorporated in ® Limited Liability Company formed in Delaware 1 CITY OF RENTON ►:vr1WITr City Clerk C 1-2O()9 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 CI-` 009 � PREVAILING MINIMUM � HOURLY WAGE RATES 1 Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 7/13/2015 County Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $42.67 5D 1 H 'King Boilermakers Journey Level $64.29 5N 1C ;King Brick Mason Brick And Block Finisher $44.46 5A 1M :King Brick Mason Journey Level $51.32 5A 1M :King Brick Mason Pointer -Caulker -Cleaner $51.32 5A 1M 'King Building Service Employees Janitor $21.29 5S 2F King Building Service Employees Traveling Waxer/Shampooer $21.70 5S 2F King Building Service Employees Window Cleaner (Non -Scaffold) $24.941 5S 2F 'King Building Service Employees Window Cleaner (Scaffold) $25.80 5S 2F 'King Cabinet Makers (In Shop) Journey Level $22.74 1 King Carpenters Acoustical Worker $52.32 5D 4C 'King Carpenters Bridge, Dock And Wharf Carpenters $52.32 5D 4C =King Carpenters Carpenter $52.32 5D 4C _ King Carpenters Carpenters on Stationary Tools $52.45 5D 4C :King Carpenters Creosoted Material $52.42 5D 4C :King Carpenters Floor Finisher $52.32 5D 4C King Carpenters Floor Layer $52.32 5D 4C King Carpenters Scaffold Erector $52.32 5D 4C :King Cement Masons Journey Level $52.38 7A 1M 'King Divers Et Tenders Diver $105.37 5D 4C 8A `King Divers Et Tenders Diver On Standby $59.50 5D 4C !King Divers Et Tenders Diver Tender $54.82 5D 4C tKing Divers Et Tenders Surface Rcv Et Rov Operator $54.82 5D 4C -King Divers Et Tenders Surface Rcv Et Rov Operator Tender $51.07 5A 4C ;King Dredge Workers Assistant Engineer $54.75 5D 3F King Dredge Workers Assistant Mate (Deckhand) $54 333 5D 3F A'7/1 1 /'1/11 C Page 2 of ] 7 ' King Dredge Workers Boatmen $54.751 5D 3F King Dredge Workers Engineer Welder $55.79 5D 3F !King Dredge Workers Leverman, Hydraulic $56.92 5D 3F King Dredge Workers Mates $54.75 5D 3F ..King Dredge Workers Oiler $54.33 5D 3F :King Drywall Applicator Journey Level $52.321 5D 1H King Dry all Tapers Journey Level $52.37 5P. 1 E King Electrical Fixture Maintenance Journey Level $26.59 5L 1E Workers .King Electricians Inside Cable Splicer $66.76 7C 4E -King Electricians - Inside Cable Splicer (tunnel) $71.67 7C 4E s King Electricians - Inside Certified Welder $64.54 7C 4E King Electricians - Inside Certified Welder (tunnel) $69.22 7C 4E .King Electricians - Inside Construction Stock Person $37.19 7C 4E 'King Electricians - Inside Journey Level $62.30 7C 4E ;King Electricians - Inside Journey Level (tunnel) $66.76 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 ;King Electricians - Motor Shop Journey Level $14.69 1 :King Electricians - Powerline Construction Cable Splicer $69.95 5A 4D King Electricians - Powerline Construction Certified Line Welder $63.97 5A 4D = :King Electricians - Powerline Construction Groundperson $43.62 5A 4D :King Electricians - Powerline Construction Heavy Line Equipment Operator $63.97 5A 4D :King Electricians - Powerline Construction Journey Level Lineperson $63.97 5A 4D 'King Electricians - Powerline Construction Line Equipment Operator $53.81 5A 4D King Electricians - Powerline Construction Pole Sprayer $63.97 5A 4D King Electricians - Powerline Construction Powderperson $47.55 5A 4D =King Electronic Technicians Journey Level $31.00 1 :King Elevator Constructors Mechanic $82.67 7D 4A "King Elevator Constructors Mechanic In Charge $89.40 7D 4A :King Fabricated Precast Concrete All Classifications - In -Factory Work Only $15.90 5B 1R Products King Fence Erectors Fence Erector $15.18 1 'King Flaggers Journey Level $36.17 7A 31 King Glaziers Journey Level $54.91 7L 1y :King Heat Et' Frost Insulators And Journeyman $61.18 5J is Asbestos Workers ;King Heating Equipment Mechanics Journey Level $70.37 7F 1E -King Hod Carriers Et Mason Tenders Journey Level $44.00 7A 31 King Industrial Power Vacuum Journey Level $9.47 1 httnc //fnrtracc �xra rrnv/lni/u analnnlriin/r�rvtT�/analnnlriin acnv 07/110.01 5 Page 3 of 17 I it h 7 Cleaner King Inland Boatmen Boat Operator $54.57 5B 1 K King Inland Boatmen Cook $50.95 5B 1K :King Inland Boatmen Deckhand $51.19 5B 1K 'King Inland Boatmen Deckhand Engineer $52.181 5B 1K ;King Inland Boatmen Launch Operator $53.40 5B 1K King Inland Boatmen Mate $53.40 5B 1K King Inspection/Cleaning/Seating Of Cleaner Operator, Foamer Operator $31.49 1 Sewer Et Water Systems By Remote Control King Inspection/Cleaning/Sealing, Of Grout Truck Operator $11.48 1 Sewer Et Water Systems By Remote Control :King Inspection/Cleaning/Sealing, Of Head Operator $24.91 1 Sewer Et Water Systems By Remote Control :King Inspection/Cleaning/Sealing Of Technician $19.33 1 Sewer Et Water Systems By Remote Control :King Inspection/Cleaning/Seating Of Tv Truck Operator $20.45 1 Sewer Et Water Systems By Remote Control :King Insulation Applicators Journey Level $52.32 5D 4C .King Ironworkers Journeyman $61.62 7N 10 ;King Laborers Air, Gas Or Electric Vibrating Screed $42.67 7A 31 King Laborers Airtrac Drill Operator $44.00 7A 31 ;King Laborers Ballast Regular Machine $42.67 7A 31 `King Laborers Batch Weighman $36.17 7A 31 ;King Laborers Brick Pavers $42.67 7A 31 ;King Laborers Brush Cutter $42.67 7A 31 'King Laborers Brush Hog Feeder $42.67 7A 31 King Laborers Burner $42.67 7A 31 ;King Laborers Caisson Worker $44.00 7A 31 ;King Laborers Carpenter Tender $42.67 7A 31 `King Laborers Caulker $42.67 7A 31 %King Laborers Cement Dumper -paving $43.46 7A 31 -King Laborers Cement Finisher Tender $42.67 7A 31 King Laborers Change House Or Dry Shack $42.67 7A 31 ;King Laborers Chipping Gun (under 30 Lbs.) $42.67 7A 31 :King Laborers Chipping Gun(30 Lbs. And Over) $43.46 7A 31 'King Laborers Choker Setter $42.67 7A 31 ;King Laborers Chuck Tender $42.67 7A 31 King Laborers Clary Power Spreader $43.46 7A 31 King Laborers Clean-up Laborer $42.67 7A 31 King Laborers Concrete Dumper/chute $4146 7A 31. httnc•//fnrtraee wa any/lnihx7aaPlnnlrnn/nrvWaaalnniknn acny n7/1 1/?01 5 Page 4 of 17 ' Operator King Laborers Concrete Form Stripper $42.67 7A 31 King Laborers Concrete Placement Crew $43.46 7A 31. King. Laborers Concrete Saw Operator/core Driller $43.46 7A 31 King Laborers Crusher Feeder $36.17 7A 31 King Laborers Curing Laborer $42.67 7A 31 King Laborers Demolition: Wrecking Et Moving (incl. Charred Material) $42.67 7A 31 King Laborers Ditch Digger $42.67 7A 31 King Laborers Diver $44.00 7A 31 King Laborers Drill Operator (hydraulic, diamond) $43.46 7A 31 King Laborers Dry Stack Walls $42.67 7A 31 King Laborers Dump Person $42.67 7A 31 King Laborers Epoxy Technician $42.67 7A 31 King Laborers Erosion Control Worker $42.67 7A 31 King Laborers Faller Et Bucker Chain Saw $43.46 7A 31 King Laborers Fine Graders $42.67 7A 31 King Laborers Firewatch $36.17 7A 31 (King Laborers Form Setter $42.67 7A 31 'King Laborers Gabian Basket Builders $42.67 7A 31 ;King Laborers General Laborer $42.67 7A 31 King Laborers Grade Checker Et Transit Person $44.00 7A 31 iKing Laborers Grinders $42.67 7A 31 King Laborers Grout Machine Tender $42.67 7A 31 ;King Laborers Groutmen (pressure)including Post Tension Beams $43.46 7A 31 'Xing Laborers Guardrail Erector $42.67 7A 31 King Laborers Hazardous Waste Worker (level A) $44.00 7A 31 King Laborers Hazardous Waste Worker (level B) $43.46 7A 31 King Laborers Hazardous Waste Worker (level C) $42.67 7A 31 King Laborers High Scaler $44.00 7A 31 King Laborers Jackhammer $43.46 7A 31 King Laborers Laserbeam Operator $43.46 7A 31 King Laborers Maintenance Person $42.671 7A 31 King Laborers Manhole Builder-mudman $43.461 7A 31 'King Laborers Material Yard Person $42.67 7A 31 King Laborers Motorman -dinky Locomotive $43.46 7A 31 .King. Laborers Nozzleman (concrete Pump, Green Cutter When Using Combination Of High Pressure Air Et Water On Concrete Et $43.46 7A 31 httnc•//fnrtrPCC wn anv/lni/wnaPlnnknn/nrvWaaPlnnknn ncnx 07/1/001 5 I Page 5 of 17 I I I I [i I i I u I I f] Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $43.46 7A 31 (King Laborers Pilot Car $36.171 7A 31 !King Laborers Pipe Layer Lead $44.00 7A 31 !King Laborers Pipe Layer/tailor $43.46 7A 31 King Laborers Pipe Pot Tender $43.46 7A 31 King Laborers Pipe Reliner $43.46 7A 31 ;King Laborers Pipe Wrapper $43.46 7A 31 King Laborers Pot Tender $42.67 7A 31 'King Laborers Powderman $44.00 7A 31 `King Laborers Powderman's Helper $42.67 7A 31 :King Laborers Power Jacks $43.46 7A 31 King Laborers Railroad Spike Puller - Power $43.46 7A 31 ;King Laborers Raker- Asphalt $44.00 7A 31 King Laborers Re-timberman $44.00 7A 31 :King Laborers Remote Equipment Operator $43.46 7A 31 King Laborers Rigger/signal Person $43.46 7A 31 'King Laborers Rip Rap Person $42.67 7A 31 King Laborers Rivet Buster $43.46 7A 31 ,King Laborers Rodder $43.46 7A 31 ;King Laborers Scaffold Erector $42.67 7A 31 King Laborers Scale Person $42.67 7A 31 :King Laborers Sloper (over 20") $43.46 7A 31 :King Laborers Sloper Sprayer $42.67 7A 31 King Laborers Spreader (concrete) $43.46 7A 31 King Laborers Stake Hopper $42.67 7A 31 ,'King Laborers Stock Piler $42.67 7A 31 King Laborers Tamper Ft Similar Electric, Air Ft Gas Operated Tools $43.46 7A 31 King Laborers Tamper (multiple Et Self- propelled) $43.46 7A 31 :King Laborers Timber Person - Sewer (lagger, Shorer Et Cribber) $43.46 7A 31 ;King Laborers Toolroom Person (at Jobsite) $42.67 7A 31 King Laborers Topper $42.67 7A 31 King Laborers Track Laborer $42.67 7A 31 rKing Laborers Track Liner (power) $43.46 7A 31 ,King Laborers Traffic Control Laborer $38.68 7A 31 8R ;King Laborers Traffic Control Supervisor $38.68 7A 31 8R King Laborers Truck Spotter $42.67 7A 31 'King Laborers Tugger Operator $43.46 7A 31 .King Laborers Tunnel Work -Compressed Air Worker 0-30 psi $64.99 7A 31 King Laborers Tunnel Work -Compressed Air $70.02 7A 1 31 1 a 1 htt„c•//fnrtracc xxra rtnv/lni/xvanr InnL11Y1/Tn!\�TO(TP1nnI 11T1 acnv 1)7/1 voni c Page 6 of 17 1 Worker 30.01-44.00 psi King Laborers Tunnel Work -Compressed Air Worker 44.01-54.00 psi $73.70 7A 31 King Laborers Tunnel Work Compressed Air Worker 54.01-60.00 psi $79.40 7A 31 .King Laborers Tunnel Work -Compressed Air Worker 60.01-64.00 psi $81.52 7A 31 8S King Laborers Tunnel Work -Compressed Air Worker 64.01-68.00 psi $86.62 7A 31 8g .King Laborers Tunnel Work -Compressed Air Worker 68.01-70.00 psi $88.52 7A :King Laborers Tunnel Work -Compressed Air Worker 70.01-72.00 psi $90.52 7A 31 8�C King Laborers Tunnel Work -Compressed Air Worker 72.01-74.00 psi $92.52 7A 31 8�C ;King Laborers Tunnel Work-Guage and Lock Tender $44.10 7A 31 :King Laborers Tunnel Work -Miner $44.10 7A 31 :King Laborers Vibrator $43.46 7A 31 ;King Laborers Vinyl Seamer $42.67 7A 31 King Laborers Watchman $32.87 7A 31 :King Laborers Welder $43.46 7A 31 :King Laborers Well Point Laborer $43.46 7A 31 .King Laborers Window Washer/cleaner $32.87 7A 31 ;King Laborers - Underground Sewer General Laborer Et Topman $42.67 7A 31 Et Water 'King Laborers - Underground Sewer Pipe Layer $43.46 7A 31 Er Water ;King Landscape Construction Irrigation Or Lawn Sprinkler Installers $13.56 1 ;King Landscape Construction Landscape Equipment Operators Or Truck Drivers $28.17 1 :King Landscape Construction Landscaping or Planting Laborers $17.87 1 ;King Lathers Journey Level $52.32 5D 1H King Marble Setters Journey Level $51.32 5A 1M ;King Metal Fabrication (In Shop) Fitter $15.86 1 'King Metal Fabrication (In Shop) Laborer $9.78 1 ;King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 `King Metal Fabrication (In Shop) Welder $15.48 1 :King Millwright Journey Level $53.42 5D 4C 'King Modular Buildings Cabinet Assembly $11.56 1 'King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 (King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $9.47 1 I I I I] 11"nc•//fnr n-cc txia • on- 0711 VIM c 1 I Page 7 of 17 I I1 I I� F, LI I I I King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 'King Modular Buildings Welder $11.56 1 King Painters Journey Level $37.80 6Z 2B ' .King Pile Driver Journey Level $52.57 5D 4C ;King Plasterers Journey Level $50.42 7G 1R King Playground Et Park Equipment Journey Level $9.47 1 Installers ,King Plumbers Et Pipefitters Journey Level $74.69 6Z 1G ;King Power Equipment Operators Asphalt Plant Operators $55.24 7A 3C 8P :King Power Equipment Operators Assistant Engineer $51.971 7A 3C 8P ;King Power Equipment Operators Barrier Machine (zipper) $54.75 7A 3C 8P ;King Power Equipment Operators Batch Plant Operator, Concrete $54.75 7A 3C 8P :King Power Equipment Operators Bobcat $51.97 7A 3C 8P :King Power Equipment Operators Brokk - Remote Demolition Equipment $51.97 7A 3C 8P `King Power Equipment Operators Brooms $51.97 7A 3C 8P King Power Equipment Operators Bump Cutter $54.75 7A 3C 8P .King Power Equipment Operators Cableways $55.24 7A 3C 8P King Power Equipment Operators Chipper $54.75 7A 3C 8P =King Power Equipment Operators Compressor $51.97 7A 3C 8P .King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P ;King Power Equipment Operators Concrete Finish Machine -laser Screed $51.97 7A 3C 8P 'King Power Equipment Operators Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C 8P j :King Power Equipment Operators Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P ;King Power Equipment Operators Conveyors $54.33 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P 'King Power Equipment Operators Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $55.79 7A 3C 8P `King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P 'King Power Equipment Operators Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P King Power Equipment Operators Cranes: A -frame - 10 Tons And Under $51.97 7A 3C 8P I htt"c•//fnrtracc ura acres 0 7/1 2/)1)1 G Page 8 of 17 1 King Power Equipment Operators Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P King Power Equipment Operators Cranes: Friction Over 200 Tons $56.92 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $56.92 7A 3C 8P King Power Equipment Operators Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P King Power Equipment Operators Crusher $54.75 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches (power) $54.75 7A 3C 8P King Power Equipment Operators Derricks, On Building Work $55.24 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $54.33 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck Or Crane Mount $54.33 7A 3C 8P King Power Equipment Operators Drilling Machine $54.75 7A 3C 8P King Power Equipment Operators Elevator And Man -lift: Permanent And Shaft Type $51.97 7A 3C 8P King Power Equipment Operators Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P :King Power Equipment Operators Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P P 'King Power Equipment Operators Forklifts: Under 3000 Lbs. With Attachments $51.97 7A 3C 8P -King Power Equipment Operators Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P cKing . Power Equipment Operators Gradechecker/stakeman $51.97 7A 3C 8P 'King Power Equipment Operators Guardrail Punch $54.75 7A 3C 8P :King Power Equipment Operators Hard Tail End Dump Articulating Off Road Equipment 45 Yards. Et Over $55.24 7A 3C 8P 'King Power Equipment Operators Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P ;King Power Equipment Operators Horizontal/directional Drill Locator $54.33 7A 3C 8P (King Power Equipment Operators Horizontal/directional Drill Operator $54.75 7A 3C 8P `King Power Equipment Operators Hydralifts/boom Trucks Over 10 Tons $54.33 7A 3C 8P King Power Equipment Operators Hydralifts/boom Trucks, 10 Tons And Under $51.97 7A 3C 8P 7King Power Equipment Operators Loader, Overhead 8 Yards. Et Over $55.79 7A 3C 8P 'King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P King Power Equipment Operators Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P I J I I ht-tn.c•//fnrtrPcc wa acnv 07/1 1001 5 �J f� Page 9 of 17 I I� C I+ �i J F I I I King Power Equipment Operators Loaders, Plant Feed $54.751 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P King Power Equipment Operators Locomotives, All $54.75 7A 3C 8P King Power Equipment Operators Material Transfer Device $54.75 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $0.50 Per Hour Over Mechanic) $55.79 7A 3C 8P :King Power Equipment Operators Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P 'King Power Equipment Operators Motor Patrol Graders, Finishing $55.24 7A 3C 8P `King Power Equipment Operators Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $55.24 7A 3C 8P ,-King Power Equipment Operators Oil Distributors, Blower Distribution Et Mulch Seeding Operator $51.97 7A 3C 8P `King Power Equipment Operators Outside Hoists (elevators And Manlifts), Air Tuggers,strato $54.33 7A 3C 8P '_King Power Equipment Operators Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P ;King Power Equipment Operators Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 8P .King Power Equipment Operators Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P ;King Power Equipment Operators Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P ;King Power Equipment Operators Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P ;King Power Equipment Operators Posthole Digger, Mechanical $51.97 7A 3C 8P King Power Equipment Operators Power Plant $51.97 7A 3C 8P King Power Equipment Operators Pumps - Water $51.97 7A 3C 8P :King Power Equipment Operators Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P King Power Equipment Operators Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.97 7A 3C 8P King Power Equipment Operators Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 8P King Power Equipment Operators Rigger And Bellman $51.97 7A 3C 8P _King Power Equipment Operators Rollagon $55.24 7A 3C 8P King Power Equipment Operators Roller, Other Than Plant Mix $51.97 7A 3C 8P 'King Power Equipment Operators Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P `King Power Equipment Operators Roto-mill, Roto-grinder $54.75 7A 3C 8P King Power Equipment Operators Saws Concrete $54.33 7A 3C 8P 'King Power Equipment Operators Scraper, Self Propelled Under 45 Yards $54.75 7A 3C 8P 'King Power Equipment Operators Scrapers - Concrete Et Carry All $54.33 7A 3C 8P `King Power Equipment Operators Scrapers, Self-propelled: 45 $55.24 7A 3C 8P httnc•//fnrtracc wn rtnv/lni/ca artalnnlrnn/nrv\1CIartalnnlrnn acne n7/1 z/?ni 5 Page 10 of 17 ' Yards And Over King Power Equipment Operators Service Engineers - Equipment $54.33 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $51.97 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 8P `King Power Equipment Operators Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P Xing Power Equipment Operators Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P King Power Equipment Operators Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P King Power Equipment Operators Slipform Pavers $55.24 7A 3C 8P King Power Equipment Operators Spreader, Topsider Et Screedman $55.24 7A 3C 8P King Power Equipment Operators Subgrader Trimmer $54.75 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $54.33 7A 3C 8P King Power Equipment Operators Tower Crane Over 175'in Height, Base To Boom $56.36 7A 3C 8P ;King Power Equipment Operators Tower Crane Up To 175' In Height Base To Boom $55.79 7A 3C 8P Xing Power Equipment Operators Transporters, All Track Or Truck Type $55.24 7A 3C 8P :King Power Equipment Operators Trenching Machines $54.33 7A 3C 8P :King Power Equipment Operators Truck Crane Oiler/driver - 100 Tons And Over $54.75 7A 3C 8P :King Power Equipment Operators Truck Crane Oiler/driver Under 100 Tons $54.33 7A 3C 8P King Power Equipment Operators Truck Mount Portable Conveyor $54.75 7A 3C 8P King Power Equipment Operators Welder $55.24 7A 3C 8P ;King Power Equipment Operators Wheel Tractors, Farman Type $51.97 7A 3C 8P :.King Power Equipment Operators Yo Yo Pay Dozer $54.75 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $55.24 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Assistant Engineer $51.97 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Barrier Machine (zipper) $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Batch Plant Operator, Concrete $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bobcat $51.97 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Brokk - Remote Demolition Equipment $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Brooms $51.97 7A 3C 8P Underground Sewer Et Water I �I I I it n'7/1 1/7n1 r, �i Page 11 of 17 I I I I I I J I I King Power Equipment Operators- Bump Cutter $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cableways $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $54.75 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Compressor $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Over 42 M $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Finish Machine -laser Screed $51.97 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Concrete Pump: Truck Mount With Boom Attachment Up To 42m $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators Conveyors $54.33 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons With Attachments $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 100 Tons Through 199 Tons, Or 150' Of Boom (Including Jib With Attachments) $55.79 7A 3C 8P Underground Sewer Et Water ' King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or 250' Of Boom (including Jib With Attachments) $56.36 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: 45 Tons Through 99 Tons, Under 150' Of Boom (including Jib With Attachments) $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: A -frame - 10 Tons And Under $51.97 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Cranes: Friction 100 Tons Through 199 Tons $56.36 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Friction Over 200 Tons $56.92 7A 3C 8P Underground Sewer Et Water ,King Power Equipment Operators- Cranes: Over 300 Tons Or 300' Of Boom (including Jib With Attachments) $56.92 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes: Through 19 Tons With Attachments A -frame Over 10 Tons $54.33 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Crusher $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Deck Engineer/deck Winches (power) $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Derricks, On Building Work $55.24 7A 3C 8P I AI/1 1/7(11 G Page 12 of 17 ' Underground Sewer Et Water King Power Equipment Operators- Dozers D-9 Et Under $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck Or Crane Mount $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Drilling Machine $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Elevator And Man -lift: Permanent And Shaft Type $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Finishing Machine, Bidwell And Gamaco Et Similar Equipment $54.75 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Forklift: 3000 Lbs And Over With Attachments $54.33 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Forklifts: Under 3000 Lbs. With Attachments $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Grade Engineer: Using Blue Prints, Cut Sheets, Etc $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Gradechecker/stakeman $51.97 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators- Guardrail Punch $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hard Tail End Dump Articulating Off -road Equipment Under 45 Yards $54.75 7A 3C 8P Underground Sewer Et Water -King Power Equipment Operators- Horizontal/directional Drill Locator $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Horizontal/directional Drill Operator $54.75 7A 3C 8P Underground Sewer Et Water +King Power Equipment Operators- Hydralifts/boom Trucks Over 10 Tons $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons And Under $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loader, Overhead 8 Yards. Et Over $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Loader, Overhead, 6 Yards. But Not Including 8 Yards $55.24 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Loaders, Overhead Under 6 Yards $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Loaders, Plant Feed $54.75 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators Loaders: Elevating Type Belt $54.33 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Locomotives, All $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Material Transfer Device $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Mechanics, All (leadmen $55.79 7A I 3C 8P 1�44r•�c•//fn rtrocc .v _n /1.,i /«+.-. IAV% nolna _ 07/1 1 P)A1 C 1 Page 13 of 17 I I it I 1 1 Underground Sewer Et Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Grader - Non- finishing $54.33 7A 3C 8P Underground Sewer Et Water .King Power Equipment Operators- Motor Patrol Graders, Finishing $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Underground Sewer Et Water Mucking Machine, Mole, Tunnel Drill, Boring, Road Header And/or Shield $55.24 7A 3C 8P .King Power Equipment Operators- Oil Distributors, Blower Distribution Et Mulch Seeding Operator $51.97 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Outside Hoists (elevators And Manlifts), Air Tuggers,strato $54.33 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Overhead, Bridge Type Crane: 20 Tons Through 44 Tons $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 100 Tons And Over $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Overhead, Bridge Type: 45 Tons Through 99 Tons $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators Pavement Breaker $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Pile Driver (other Than Crane Mount) $54.75 7A 3C 8P Underground Sewer Et Water `King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Posthole Digger, Mechanical $51.97 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Power Plant $51.97 7A 3C 8P Underground Sewer Et Water, King Power Equipment Operators- Pumps - Water $51.97 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Quick Tower - No Cab, Under 100 Feet In Height Based To Boom $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Remote Control Operator On Rubber Tired Earth Moving Equipment $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger And Bellman $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rollagon $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $51.97 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Plant Mix Or Multi -lift Materials $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roto-mill, Roto-grinder $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $54.33 7A 3C 8P I httr c•//fnrtrc.cc xxra nm /lni/xva rtalnnr nn/nrv\x/a rralnnlrnn xnv m/1,10M s Page 14 of 17 1 Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under 45 Yards $54.75 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Scrapers - Concrete Et Carry All $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Scrapers, Self-propelled: 45 Yards And Over $55.24 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Service Engineers - Equipment $54.33 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Shotcrete/gunite Equipment $51.97 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators-. Shovel , Excavator, Backhoe, Tractors Under 15 Metric Tons. $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoe: Over 30 Metric Tons To 50 Metric Tons $55.24 7A 3C 8P - Underground Sewer Et Water King Power Equipment Operators- Shovel, Excavator, Backhoes, Tractors: 15 To 30 Metric Tons $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 50 Metric Tons To 90 Metric Tons $55.79 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Shovel, Excavator, Backhoes: Over 90 Metric Tons $56.36 7A 3C 8P Underground Sewer Et Water ;King Power Equipment Operators- Slipform Pavers $55.24 7A 3C 8P Underground Sewer Et Water rKing Power Equipment Operators- Spreader, Topsider Et Screedman $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Subgrader Trimmer $54.75 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Tower Bucket Elevators $54.33 7A 3C 8P Underground Sewer Et Water l King Power Equipment Operators- Tower Crane Over 175'in Height, Base To Boom $56.36 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Tower Crane Up To 175' In Height Base To Boom $55.79 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Transporters, All Track Or Truck Type $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Trenching Machines $54.33 7A 3C 8P Underground Sewer Et Water i King Power Equipment Operators- Truck Crane Oiler/driver - 100 Tons And Over $54.75 7A 3C 8P Underground Sewer Et Water :King Power Equipment Operators- Truck Crane Oiler/driver Under 100 Tons $54.33 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Truck Mount Portable Conveyor $54.75 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Welder $55.24 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Wheel Tractors, Farmall Type $51.97 7A 3C 8P Underground Sewer Et Water 'King Power Equipment Operators- Yo Yo Pay Dozer $54.75 7A 3C 8P H*+r1C•��Tl1 Yf'YPCC ll).] R/�ll�r 111/lll�]RPI/111L1111 �Y1 Y1/\I1I �}RP�l1ll V11Yl nc"l 0 //1 A/')01 l Page 15 of 17 f� I I 1 I fI Underground Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $45.75 5A 4A Trimmers :King Power Line Clearance Tree Spray Person $43.38 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $45.75 5A 4A Trimmers /King Power Line Clearance Tree Tree Trimmer $40.84 5A 4A Trimmers ?King Power Line Clearance Tree Tree Trimmer Groundperson $30.74 5A 4A Trimmers King Refrigeration Et Air Conditioning Mechanics Journey Level $73.51 6Z 1G King Residential Brick Mason Journey Level $51.32 5A 1M ;King Residential Carpenters Journey Level $28.20 1 'King Residential Cement Masons Journey Level $22.64 1 .King Residential Drywall Applicators Journey Level $40.14 5D 4C :King Residential Drywall Tapers Journey Level $52.37 5P 1E 'King Residential Electricians Journey Level $30.44 1 ;King Residential Glaziers Journey Level $37.30 7L 1H ;King Residential Insulation Applicators Journey Level $26.28 1 King Residential Laborers Journey Level $23.03 1 ;King Residential Marble Setters Journey Level $24.09 1 King Residential Painters Journey Level $24.46 1 (King Residential Plumbers Et Pipefitters Journey Level $34.69 1 ;King Residential Refrigeration Et Air Journey Level $73.51 6Z 1G Conditioning Mechanics ;King Residential Sheet Metal Workers Journey Level (Field or Shop) $42.58 7F 1R 'King Residential Soft Floor Lavers Journey Level $42.41 5A 3D :King Residential Sprinkler Fitters Journey Level $42.48 5C 2R (Fire Protection) /King Residential Stone Masons Journey Level $51.32 5A 1M /King Residential Terrazzo Workers Journey Level $46.96 5A 1M ;King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers King Residential Tile Setters Journey Level $25.17 1 _King Roofers Journey Level $45.71 5A 3H 'King Roofers Using Irritable Bituminous Materials $48.71 5A 3H King Sheet Metal Workers Journey Level (Field or Shop) $70.37 7F 1 E :King Shipbuilding Et Ship Repair Boilermaker $39.82 7M 1H King Shipbuilding E Ship Repair Carpenter $39.24 7T 2B ;King Shipbuilding Et Ship Repair Electrician $40.16 7T 4B 'King Shipbuilding Et Ship Repair Heat Et Frost Insulator $61.18 - 5J 15 httnc•//fnrtracc Sara acnv 07/11/7015 Page 16 of 17 ' King Shipbuilding Et Ship Repair Laborer $40.19 7T 4B King Shipbuilding Et Ship Repair Machinist $40.18 7T 4B King Shipbuilding Et Ship Repair Operator $40.11 7T 4B King Shipbuilding Et Ship Repair Painter $40.16 7T 4B :King Shipbuilding Et Ship Repair Pipefitter $40.11 7T 4B = 'King Shipbuilding Et Ship Repair Rigger $40.19 7T 4B King Shipbuilding Et Ship Repair Sheet Metal $40.14 7T 4B King Shipbuilding Et Ship Repair Shipfitter $40.19 7T 4B iKing Shipbuilding Et Ship Repair Trucker $40.03 7T 4B King Shipbuilding Et Ship Repair Warehouse $40.08 7T 4B King Shipbuilding Et Ship Repair Welder/Burner $40.19 7T 4B `King Sign Makers Et Installers (Electrical) Sign Installer $22.92 1 King Sign Makers Et Installers (Electrical) Sign Maker $21.36 1 King Sign Makers Et Installers (Non Sign Installer $27.28 1 Electrical) King f Sian Makers Et Installers (Non- Sign Maker $33.25 1 Electrical) King Soft Floor Lavers Journey Level $42.41 5A 3D ,King Solar Controls For Windows Journey Level $12.44 1 .King Sprinkler Fitters (Fire Protection) Journey Level $69.74 5C 1X 'King Stye Rigging Mechanics (Non Journey Level $13.23 1 Structurall (King Stone Masons Journey Level $51.32 5A 1M ?King Street And Parking Lot Sweeper Workers Journey Level $19.09 1 King Surveyors Assistant Construction Site Surveyor $54.33 7A 3C 8P King Surveyors Chainman $53.81 7A 3C 8P King Surveyors Construction Site Surveyor $55.24 7A 3C 8P King Telecommunication Technicians Journey Level $22.76 1 King Telephone Line Construction - Cable Splicer $36.96 5A 2B Outside 'King Telephone Line Construction - Hole Digger/Ground Person $20.49 5A 2B Outside 'King Telephone Line Construction - Installer (Repairer) $35.40 5A 2B Outside 'King Telephone Line Construction - Special Aparatus Installer 1 $36.96 5A 2B Outside . :King Telephone Line Construction - Special Apparatus Installer II $36.19 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator (Heavy) $36.96 5A 2B Outside 'King Telephone Line Construction - Telephone Equipment Operator (Light) $34.34 5A 2B Outside it I 1 I I I I I I I 1�4tno•//fnrtrPcc wani/l'IMM r% i� Page 17 of 17 I 11 I 1 I 11 1 1 King Telephone Line Construction - Telephone Lineperson $34.34 5A 2B Outside King Telephone Line Construction - Television Groundperson $19.45 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $25.89 5A 2B Outside ,King Telephone Line Construction - Television System Technician $30.97 5A 2B Outside ;King Telephone Line Construction - Television Technician $27.77 5A 2B Outside ;King Telephone Line Construction - Tree Trimmer $34.34 5A 2B Outside King Terrazzo Workers Journey Level $46.96 5A 1M ;King Tile Setters Journey Level $21.65 1 :King Tile, Marble Et Terrazzo Finishers Finisher $37.79 5A 1B :King Traffic Control Stripers Journey Level $43.11 7A 1K 'King Truck Drivers Asphalt Mix Over 16 Yards (W. WA -Joint Council 28) $49.85 5D 3A 8L `King Truck Drivers Asphalt Mix To 16 Yards (W. WA -Joint Council 28) $49.01 5D 3A 8L . King Truck Drivers Dump Truck it Trailer $49.85 5D 3A 8L £King Truck Drivers Dump Truck (W. WA -Joint Council 28) $49.01 5D 3A 8L ;King Truck Drivers Other Trucks (W. WA -Joint Council 28) $49.85 5D 3A 8L King Truck Drivers Transit Mixer $43.23 1 King Well Drillers It Pump Irrigation Pump Installer $17.71 1 Installers ;King Welt Drillers Et Irrigation Pump Oiler $12.97 1 Installers ,King JWell Drillers Et Irrigation Pump Well Driller $18.00 1 Installers httns://fortress.wa.Pov/1ni/wage]ookiin/nrvW2ueiookun.asnx 07/110015 r t Department of Labor and Industries arerg0 Prevailing Wage 4 Q STATEMENT OF INTENT TO 902-5335 -' PAY PREVAILING WAGEScvWaec www.Ino n.wu.uv/"I-r/dcsl_icensine/Pr�n ,t v°� w%vXv. Public Works Contract • 77nis form most be typed or printed in ink. • Fill in nil blanks or the form will be returned for correction (see instructions). $40.00 Filing Fee Required • Please allow a mitinuun of 10 Working days for processing. • Once approved, your form will be posted online at Intent LD # (Assigned by L&I) ht1ms:/i fortress. wa.'ov/I ni/nwiaoub/ticarrdtf�or.asu Your Company Information Awarding Agency,lufmrmillion. Your Company Name Project Name Contract Number , ABC Company, Inc. Road Repair 2011-01 B Your Address Awarding Agency ,;fj' 1234 Main Street WA State Department of Transportation City State Zipf-4 Awarding Agency Address, ' ' ;)'.. .W -.1 Olympia WA 98501-1234 PO Box 47354 ` Your Contractor Registration Number Your IJBI Number City State %ip+4 ABCCI.0123AA 123456789 Olympia `i _ l WA 98501 Your Industrial Insurance Account Number Awarding Agency Contact Name \r Ph'one-N6inber III,III-II John Doc.-*" ��\ (555)1555-5555 Your Email Address (required for notification ofopprova4 Your Phone Number County Where'Work,Will Be Performed `; City Where Work Will Be Performed prevailing%%-ngc@lni.%m.gov Ini.wa.guv (555) 555-5555 Thurston ,�.-ram ^''� Olympia Additlonni'Defulls - `; ContractDetails- Yaur Expected Job Stan Date (mn✓ddlyyyy) 1, Bid Due DaW(Prinie Gmitrnflor s). i•' Award Date (Prime Con(ractor's) 01/01/201I 08/01/20I0 l +� 08/10/2010 v •J" ' Indicate Total Dollar Amount of•Your Contract (including Job Site Address/Direct ions ,` ter= lv sales fox�) or time and materials, if applicable. $1000.00 State Street n Plum Street t ,: � ARRA Funds Rcfithe�lzatlorior Eucrgy Efficient Fmids,' Does this project utilize American Recovery and Reinvestment Act (ARRA funds?-1 Doze this"proJect utilize any weatherizntion or energy efficiency upgrade funds ❑ Yes ® No �� _� (ARRA or othery ise)? ❑ Yes ® No Prime Contractor's Company.lnformatlon - ski Hiring.Contructor's Company Information Prime Contractor's Company Name Pfim6 Conlnretor''s Intent Number t i ink Coniractor's Company Name XY"/_ Company, Inc. 123456 F, Supe�Pnvcrs, Inc. Prime Contractor's Registration Number Prime Contractor's UBI•Numbe?;t` l lying Contractor's Contractor Registration Number Hiring Contractor's (JBI Number XY7-fN•0123AA 987654321 •_-; SUPHRPA123AA 321456987 Employment Information Do you intend to use ANY subcontractors?. )y. ' • :+,. _at . ❑ Yes `t."❑ '4h:®rNo Will employees perform work on this project? ® Yes ,❑ No Will ALL work be subcontracted? t' �'� Yes_ ,Y ® No Do you intend to use apprentice employees? ®Yes ❑ No Number of Owner/Operviors Who own at least 30%`of the company lvho will perform work un the project: ❑ None (0) ® One (1) ❑ Two (2) ❑ 'Three (3) �zt � _... 7 J /, Crafts/rrind es/Ociupations`--'(Do not list apprentices. They are listed on the Affidavit of Wages Paid only.) Number of Rate ofllourly Rate of Hourly r nos If nn employeet Works in more than one trade, ensure that all hours worked in each trade are reported below. Workers pay. Usual ("Fringe") For additional crafts/trades/occupations please use'kficridum A. Benefits r 1_ �• t tr �� ���� Laborer - AsphnlCRaker 2 39.28 5.00 Power Equipment Operator - Asplmlt 1 iuol Operator 1 48.04 2.35 -� _ �16'-Yds Truck Drlrer -Asphalt n1is�(oycL- ) 1 46.47 0.00 ,+ Si•nalure Block I hereby certify that I have read and understand the instructions to complete this Conn and that the information, including any addenda, arc correct and that all workers 1 employ on this tc s as determined b the Industrial Statistician of the Department of Labor and Industries. Public Works Project will be paid no less than the llmvaili71cr,.,t Print .Name: Thile: SInature: Date: _ ... For.L '1 ls0Ool' A roved b si iatmirc of the Department of Labor and Industries Industrial Statisticion r NOTICE: I the prLne contract Is of a cost of over one million dollars (S 1,000,000.00), RC\\' 39.04.370 requires you to complete the EH 2805 (RCN\' 39.04.370) Addendum and attach It to your Affidavit of Wages of Paid m�hen your work on the project concludes. This Is only a not Ice. The CH 2805 Addend run is not submitted sdth this Intent. SAMPLE - 1:700-029-000 Slatanenl of lutent to Pay Ptevailing Wages 03.2011 r r r Department of Labor and Industries ��� araTeo� Prevailing Wage Program o° 6 ' . (360)902-5335 w,vw.lni.tvtt.t;o v!"I"radesLicensing/Frew\Vage o` 3yd ices �°y • 'Mis form roust be typed or printed in ink. • Fill In ALL blanks or the form ,will be returned for correction (see instructions). • Please allow a minimum of 10 working days for processing. • Once approved, your fomt will be posted online at hi tps://fort ress.wa. ¢o v/I n i/p%i apuh/Search Por.a sr AFFIDAVIT OF WAGES PAID Public Works Contract $40.00 Filing; Fee Required Affidavit ID # (Assigned by L&I): SAMPLE Your -Com am• Information Project Awarding Awarding PO City Awarding John County Thurston Contract Bid I/ Indicate (including Awarding Agency Information Your Company Name ADC Company Name Road Re air Contract Number 123-456 Your Address 1234 Main Street Agency WA St De artment of Transportation City Olympia State WA "Lip+4 98501-1234 Agency Address Box 123 Your Contractor Registmtion Number ABCCI*0123AA Your UBI Number 123456789 State Olympia WA ZiP-+4 198501 Your Industrial Insurance Account Number 11 I,I 11-11 Agency Contact Name Phone Doe (555) Number 555-5555 Your En,ail Address (required for m,i0cation ofappmsa0 prevail in wa Ini.wa. row Your Phone Number 555 555-5555 Where Work Was Performed City Olympia Wham Work Was Performed Addlllounl Uetalls Details 'our Job Star Date (mm/dd/yyyy) 2/ 11201 I Your Date Work Completed (mm/dd/yyyy) 3/ 1 /201 1 Due Date (Prime Contractor's) Award 1 /201 1 1 /5/2011 Date (Prime Contractor's) Job Site Address/Dirccuons Plum and State Street Your Approved Intent ID # 123456 Total Dollar Amount of lour Contract sales tax). $10,000.00 EIIB 2805 (RCR' 39.04.37D)— Is the Prime Contractor's Contract at a cost of over one million dollars S 1000 000 Ifyou answered "Yes" to the EHB 2805 question and the Award Date is 9/1/2010 or ❑Yes ®No ? later you must complete and submit the EIIB 2805 RCW 39.04.370 Addendum. ARRATtinds - \\'e¢therizationorEnc Does (ARRA Hfrio Hiring Hiring 'EfflcfentFunds. ' Does this project utilize American Recovery and Reinvestment Act (ARRA) funds? ❑ Yes ® No this project utilize uny weatherization or energy efficiency upgrade funds or otherwise)? ❑ Yes ® No Prime Contractor's Cout ;any Information - Contractor's Corn anv Information Prime Contractor's Company Name XY7 Company Contractor's Company Name CBA Compan Prime Contractor's Registration Number XYLCI*0123AA Prime Contractor's UBI Number 987654321 Contractor's Registration Number CDACI*0123AA Hiring Contraclor's UBI Number 456789123 Ern lovnrent Information Did you use ANY subcontractors? ❑ Yes (Addendum B Remdred) ® No Did employees perform work on this project? ® Yes ❑ No Was ALL work subcontracted? ❑ Yes (Addendum 13 Reaulred) ® No Did you use apprentice employees? ❑ Yes ® No Number of Owner/Operators who own at least 30% of the company who perfomud work on this project: You must list the First and Lust Naurc s of any Owncr/O erator performing work below ❑ None (0) ® One (1) ❑ Two (2) ❑ 'Mrce (3) List your Crafts/Trades/Occupations Below - For Journey Level Workers you must provide all ol'the information below. Owner/Operators - must provide their First and Last name no other information required. —Apprentices are 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 Signature Block 1 hereby, ceni fy that I have read and understand the instructions to complete this form and that the information on the form and any addenda is correct and that all workers 1 employed on this Public Works Pro ect %were paid no less than the Prevailing Wage Rate(s) as dctemtined b the Industrial Statistician of the Deptinment of Labor and Industries. Print Name: June Doe Print Title: Bookkeeper SI mature: Dnte:3/5/201 1 For I:RI llse OnI • APPROVF,D: Department of Labor and Industries fly Industrial Statistician SAMPLE - F700-007-000 Affidavit of Wages Paid 3-2011 I SPECIAL PROVISIONS I I h fj I I I I I h SPECIALPROVISIONS...................................................................................................................... 9 1-01 DEFINITIONS AND TERMS...................................................................................................... 9 1-01.1 General................................................................................................................................9 1-01.3 Definitions..........................................................................................................................9 1-02 BID PROCEDURES AND CONDITIONS...................................................................................11 1-02.1 Prequalification of bidders...............................................................................................11 1-02.2 Plans and Specifications...................................................................................................11 1-02.5 Proposal Forms................................................................................................................ 12 1-02.6 Preparation of Proposal................................................................................................... 12 1-02.6(1) Proprietary Information.............................................................................................. 13 1-02.7 Bid Deposit....................................................................................................................... 13 1-02.9 Delivery of Proposal......................................................................................................... 13 1-02.12 Public Opening of Proposals.......................................................................................... 13 1-02.13 Irregular Proposals......................................................................................................... 13 1-02.14 Disqualification of Bidders............................................................................................ 14 1-02.15 Pre Award Information.................................................................................................. 14 1-03 AWARD AND EXECUTION OF CONTRACT........................................................................... 15 1-03.1 Consideration of bids....................................................................................................... 15 1-03.2 Award of Contract............................................................................................................ 15 1-03.3 Execution of Contract...................................................................................................... 15 1-03.4 Contract Bond.................................................................................................................. 15 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............................................................................. 16 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..............................................................................................................21 1-05.11(1) Substantial Completion Date.................................................................................... 21 1-05.11(2) Final Inspection and Physical Completion Date ....................................................... 21 1-05.11(3) Operational Testing................................................................................................... 22 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........................................................................................................... 23 1-05.17 Oral Agreements............................................................................................................ 23 1-05.18 Contractor's Daily Diary ................................................................................................. 23 1-06 CONTROL OF MATERIAL...................................................................................................... 24 1-06.1 Approval of Materials Prior to Use.................................................................................. 24 1-06.2(1) Samples and Tests for Acceptance.............................................................................. 24 1-06.2(2) Statistical Evaluation of Materials for Acceptance..................................................... 25 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC ............................................... 25 1-07.1 Laws to be Observed........................................................................................................ 25 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........................................................................................................ 27 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............................................................................ 28 1-07.13(1) General......................................................................................................................28 1-07.15 Temporary Water Pollution/Erosion Control................................................................ 28 1-07.16 Protection and Restoration of Property........................................................................ 28 1-07.16(1) Private/Public Property............................................................................................. 28 2 1 1-07.17 Utilities and Similar Facilities........................................................................................ 29 1-07.17(1) Interruption of Services............................................................................................. 30 Public Liability Property Damage Insurance 31 1-07.18 and .......................................................... 1-07.18(1) General......................................................................................................................31 1-07.18(2) Coverages...................................................................................................................31 1-07.18(3) Limits..........................................................................................................................33 1-07.18(4) Evidence of Insurance............................................................................................... 33 1-07.22 Use of Explosives............................................................................................................ 34 1-07.23 Public Convenience and Safety...................................................................................... 34 1-07.23(1) Construction Under Traffic........................................................................................ 34 1-07.23(2) Construction and Maintenance of Detours.............................................................. 35 1-07.24 Rights of Way................................................................................................................. 35 1-08 PROSECUTION AND PROGRESS.......................................................................................... 36 1-08.0 Preliminary Matters......................................................................................................... 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.......................................................................................................................39 1-08.3 Progress Schedule............................................................................................................ 39 1-08.4 1-08.5 Notice to Proceed and Prosecution of the Work............................................................ Time For Completion....................................................................................................... 40 40 1-08.6 1-08.7 Suspension of Work......................................................................................................... Maintenance During Suspension.................................................................................... 42 42 1-08.9 1-08.11 Liquidated Damages........................................................................................................ Contractor's Plant and Equipment................................................................................ 42 42 1-08.12 Attention to Work.......................................................................................................... 1-09 MEASUREMENT AND PAYMENT......................................................................................... 43 43 1-09.1 Measurement of Quantities............................................................................................ 43 ' 1-09.3 Scope of Payment............................................................................................................ 44 1-09.6 Force Account................................................................................................................... 44 1-09.7 Mobilization.....................................................................................................................45 1-09.9 Payments..........................................................................................................................45 1-09.9(1) Retainage.....................................................................................................................46 1-09.9(2) Contracting Agency's Right to Withhold and Disburse Certain Amounts ................. 46 1-09.9(3) Final Payment.............................................................................................................. 47 1-09.11 Disputes and Claims........................................................................................................ 48 1-09.11(2) Claims........................................................................................................................ 48 1-09.11(3) Time Limitations and Jurisdiction............................................................................. 48 1-09.13 Claims and Resolutions................................................................................................... 48 1-09.13(3) Claims $250,000 or Less............................................................................................ 48 1-09.13(3)A Administration of Arbitration................................................................................. 49 1-09.13(3)B Procedures to Pursue Arbitration........................................................................... 49 1-09.14 Payment Schedule......................................................................................................... 49 1-09.14(1) Scope..........................................................................................................................49 1-09.14(2) Bid Items.................................................................................................................... 50 1-10 TEMPORARY TRAFFIC CONTROL......................................................................................... 53 1-10.1 General.............................................................................................................................53 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 .................................................... 55 1-10.3(3) Construction Signs....................................................................................................... 55 1-10.4 Measurement...................................................................................................................55 1-10.5 Payment........................................................................................................................... 55 1-11 RENTON SURVEYING STANDARDS...................................................................................... 55 1-11.1(1) Responsibility for surveys........................................................................................... 55 1-11.1(2) Survey Datum and Precision....................................................................................... 55 1-11.1(3) Subdivision Information.............................................................................................. 56 1-11.1(4) Field Notes................................................................................................................... 56 1-11.1(5) Corners and Monuments............................................................................................ 56 1-11.1(6) Control or Base Line Survey......................................................................................... 57 1-11.1(7) Precision Levels........................................................................................................... 57 1-11.1(8) Radial and Station -- Offset Topography..................................................................... 57 1-11.1(9) Radial Topography....................................................................................................... 58 1-11.1(10) Station --Offset Topography....................................................................................... 58 1-11.1(11) As -Built Survey.......................................................................................................... 58 4 I J, 1-11.1 12 Monument Setting and Referencing 58 1-11.12 Materials........................................................................................................................59 1-11.12(1) Property/Lot Corners................................................................................................. 59 1-11.12(2) Monuments...............................................................................................................59 f1-11.12(3) Monument Case and Cover....................................................................................... 59 5-04 ASPHALT CONCRETE PAVEMENT........................................................................................ 59 5-04.2 Materials.......................................................................................................................... 59 5-04.3 Construction Requirements............................................................................................. 59 5-04.3(5) Conditioning the Existing Surface............................................................................... 60 5-04.3(5)A Preparation of Existing Surface................................................................................ 60 5-04.3(7)A Mix Design................................................................................................................. 61 5-04.3(8)A Acceptance Sampling and Testing-HMA Mixture .................................................. 61 i 5-04.3(10)B Control.....................................................................................................................61 5-04.5 Payment........................................................................................................................... 61 5-04.5(1)A Price Adjustments for Quality of HMA Mixture....................................................... 61 5-04.5(1)B Price Adjustments for Quality of HMA Compaction ................................................ 62 5-06 TEMPORARY RESTORATION IN PAVEMENT AREAS............................................................ 62 5-06.1 Description.......................................................................................................................63 1 5-06.2 Materials.......................................................................................................................... 5-06.3 Construction Requirements............................................................................................. 63 63 7-17.3(2)H Television Inspection................................................................................................ 7-20 PRE -INSTALLATION CLEANING AND INSPECTION OF SEWER LINES FOR CIPP.................... 63 63 7-20.1 Description.......................................................................................................................63 7-20.1(1) Submittals ............................. .63 7-20.2 Materials..........................................................................................................................65 7-20.2(1) Equipment................................................................................................................... 65 7-20.3 Construction Requirement.............................................................................................. 7-20.3(1) Notification..................................................................................................................65 65 7-20.3(2) Cleaning.......................................................................................................................65 7-20.3(3) Waste Material Disposal............................................................................................. 66 7-20.3(4) CCTV Inspection........................................................................................................... 66 7-20.3(5) Lining Feasibility.......................................................................................................... 67 7-20.3(6) Active/Inactive Lateral Assessments.......................................................................... 68 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP)........................................... 68 7-21.1 Description........................................................................................................................68 7-21.1(1) Related Work Specified Elsewhere.............................................................................. 69 7-21.1(2) Licensing.......................................................................................................................69 7-21.1(3) Contractor and Manufacturer Qualifications............................................................... 69 7-21.1(4) Contractor Submittals.............................................................................................. 69 7-21.1(5) Quality Assurance........................................................................................................ 71 7-21.1(6) Warranty.................................................................................................................71 7-21.2 Materials..........................................................................................................................71 7-21.2(1) Cured in Place Resin Impregnated Material in General ............................................. 71 7-21.2(2) Resin............................................................................................................................ 73 7-21.2(3) Physical Properties...................................................................................................... 73 7-21.3 Construction Requirements............................................................................................. 73 7-21.3(1) Preparation..................................................................................................................73 7-21.3(1)A Flow Management.................................................................................................... 73 7-21.3(1)B Cleaning.....................................................................................................................74 7-21.3(1)C Point Repairs............................................................................................................. 74 7-21.3(1)D Manholes.................................................................................................................. 75 7-21.3(2) Liner Installation.......................................................................................................... 75 7-21.3(2)A Inversion Method...................................................................................................... 75 7-21.3(2)B Pull/Winch Method.................................................................................................. 75 7-21.3(2)C Finished Pipe Liner.................................................................................................... 75 7-21.3(3) Service Connection Restoration.................................................................................. 76 7-21.3(4) Testing..........................................................................................................................76 7-21.3(4)A Material Testing........................................................................................................ 76 7-21.3(4)B Field Testing............................................................................................................... 76 7-22 RESIN IMPREGNATED FABRIC CIPP..................................................................................... 76 7-22.1 Description.......................................................................................................................76 7-22.1(1) Related Work Specified Elsewhere.....................:....................................................... 76 7-22.2 .Materials.......................................................................................................................... 76 7-22.2(1) Cured in Place Pipe Liner............................................................................................. 76 7-22.2(2) Resin............................................................................................................................ 76 7-22.2(3) Physical Properties...................................................................................................... 77 6 11 t7-22.3 Construction Requirements............................................................................................. 77 ' 7-22.3(1) Preparation..................................................................................................................77 7-22.3(1)A Cleaning.....................................................................................................................77 7-22.3(2) Installation.....................................................................................:.............................77 7-22.3(2)A Resin Impregnation................................................................................................... 77 7-22.3(2)B Water, Air or Steam Curing....................................................................................... 78 7-22.3(2)C Cool Down................................................................................................................. 78 7-23 RESIN IMPREGNATED FIBERGLASS CIPP.............................................................................. 78 7-23.1 Description.......................................................................................................................78 7-23.1(1) Related Work Specified Elsewhere............................................................................. 78 7-23.1(2) Reference Specifications, Codes, and Standards........................................................ 78 7-23.1(3) CIPP Liner Samples...................................................................................................... 79 7-23.1(4) CIPP Liner Handling...................................................:................................................. 79 7-23.2 Materials.......................................................................................................................... 80 7-23.2(1) General Specifications................................................................................................. 80 7-23.2(2) Chemical Resistance.................................................................................................... 80 7-23.3(3) Component Properties................................................................................................ 80 7-23.3(4) Finished and Cured CIPP Liner Properties.................................................................. 80 7-23.2(5) Dimensions..................................................................................................................80 7-23.3 Construction Requirements............................................................................................. 81 7-23.3(1) Installation Procedures............................................................................................... 7-23.3(1)A Installation Process................................................................................................... 81 81 7-23.3(1)B Curing........................................................................................................................ 7-23.3(2) Finished Product.......................................................................................................... 81 81 ... 7-24 MANHOLE REHABILITATION............................................................................................... 81 7-24.1 Description.......................................................................................................................81 7-24.1(1) 7-24.1(2) Reference Specifications, Codes, and Standards........................................................ Licensing...................................................................................................................... 82 82 7-24.1(3) 7-24.1(4) Contractor and Manufacturer Qualifications............................................................. Contractor Submittals................................................................................................. 82 83 7-24.1(5) Quality Assurance........................................................................................................ 84 7-24.1(6) Delivery, Storage, and Handling.................................................................................. 84 7-24.1(7) Containment................................................................................................................85 i 7-24.1(8) Warranty......................................................................................................................85 7-24.2 Materials.......................................................................................................................... 85 7-24.2(1) General.........:............................................................................................... 7-24.2(2) Strong -Seal Systems*................................................................................................... 85 7-24.2(2)A Patching Material...................................................................................................... 85 7-24.2(2)B Infiltration Control Material..................................................................................... 86 7-24.2(2)C Liner Material............................................................................................................ 86 7-24.2(3) SewperCoat®................................................................................................................87 7-24.2(3)A Inflow and Infiltration Prevention............................................................................ 87 7-24.2(3)B Liner Material............................................................................................................ 87 7-24.2(4) Water................:..........................................................................................................88 7-24.3 Construction Requirements............................................................................................. 88 7-24.3(1) Notification..................................................................................................................88 7-24.3(2) Examination.................................................................................................................88 7-24.3(3) Surface Preparation..................................................................................................... 88 7-24.3(3)A General......................................................................................................................88 7-24.3(3)B Surface Preparation of Concrete and Masonry Surfaces ......................................... 88 7-24.3(3)C Plastic Surfaces...................................................................................:...................... 89 7-24.3(4) Application.................................................................................................................. 89 7-24.3(5) Bench Application....................................................................................................... 90 7-24.3(6) Curing...........................................................................................................................90 7-24.3(7) Manhole Steps............................................................................................................. 90 7-24.3(8) Field Quality Control................................................................................................... 90 7-24.3(8)A General Testing.......................................................................................................... 90 7-24.3(8)B Product Testing.......................................................................................................... 90 7-23.3(8)C Vacuum Testing.......................................................................................................... 91 7-24.3(8)D pH Testing.................................................................................................................. 91 7-24.3(8)E West Film Thickness.................................................................................................. 91 7-24.3(8)F Ambient Conditions................................................................................................... 91 7-24.3(8)G Coating Adhesion...................................................................................................... 91 7-24.3(9) Protection....................................................................................................................91 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED ........................... 92 8 07/15/2015 i Ir 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 07/ 15/201 5 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 Agency, is not qualified for the Work or to the full extent of the bid, or to the extent that the bid exceeds the authorized nreaualification amount as may have been determined by a prequaiiTication oT the oiaaer; 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; 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; 5. 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 I I 1 14 1 1 07/15/2015 ' 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 1 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: (******) 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. within 10 calendar days from the date at which he or she is notified that he or she is the successful bidder. 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 fails to enter into the contract in accordance with his or her bid and furnish a performance bond within ten days from the date at which he or she is notified that he or she is the successful bidder, the bid bond or bid deposit and the amount thereof shall be forfeited to the City of Renton as set forth in RCW 35A.40.200 and RCW 35.23.352. A low bidder who claims error and fails to enter into a contract is prohibited from bidding on the same project if a second or subsequent call for bids is made for the project. The Contracting Agency is prohibited by RCW 39.06.010 from executing a contract with a Contractor who 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 1 15 07/15/2015 4. A b. Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner; Be conditioned upon the faithful performance of the Contract by the Contractor within the prescribed time; 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; Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and 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 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 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 16 1 07/ 15/2015 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, 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. i1-04.4 Changes The last two paragraphs are replaced with the following: i� 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 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. 1 17 07/15/2015 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 18 1 07/15/2015 ' 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 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 j 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 j 19 07/ 15/2015 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. 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. 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. 001 1 07/15/2015 1 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 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 i 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 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 21 07/15/2015 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, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitability for the purpose for which they were installed. The Physical Completion Date cannot be established until testing and corrections have been completed to the satisfaction of the Engineer. The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be included in the unit contract prices related to the system being tested, unless specifically set forth otherwise in the proposal Operational and test periods, when required by the Engineer, shall not affect a manufacturer's guaranties or warranties furnished under the terms of the Contract. 1-05.12 Final Acceptance The third and fourth sentences in paragraph 1 are deleted and replaced with: The Final Acceptance date shall be that date in which the Renton City Council formally approves acceptance of the Contract. 1-05.13 Superintendents, Labor and Equipment of Contractor Revise the seventh paragraph to read: Whenever the Contracting Agency evaluates the Contractor's qualifications pursuant to Section 1-02.1, the Contracting Agency will take these performance reports into account 1-05.14 Cooperation with Other Contractors Section 1-05.14 is supplemented as follows: The Contractor shall afford the Owner and other contractors working in the area reasonable opportunity for the introduction and storage of their materials and the execution of their respective Work, and shall properly connect and coordinate the Contractor's Work with theirs. Other utilities, districts, agencies, and contractors who may be working within the project 22 1 07/15/2015 1 area are: 1. Puget Sound Energy (gas and electric) 2. AT&T Broadband 3. Qwest Communications 4. City of Renton (water, sewer, transportation) 5. Soos Creek Sewer and Water District 6. Cedar River Sewer and Water District 7. Skyway Sewer and Water District 8. Private contractors employed by adjacent property owners The Contractor shall coordinate with City of Renton on tying into any existing electrical service cabinet. 1-05.16 Water and Power Section 1-05.16 is a new Section: The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the Work, unless the Contract includes power and water as a pay item. 1-05.17 Oral Agreements Section 1-05.17 is a new section: No oral agreement or conversation with any officer, agent, or employee of the Contracting Agency, either before or after execution of the Contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the Contract. Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by the Contracting Agency. 1-05.18 Contractor's Daily Diary Section 1-05.18 is a new section: The Contractor and subcontractors shall maintain and provide to the Engineer a Daily Diary Record of this Work. This diary will be created by pen entries in a hardbound diary book of the type that is commonly available through commercial outlets. The diary must contain the Project and Number; if the diary is in loose-leaf form, this information must appear on every page. The diary must be kept and maintained by the Contractor's designated project superintendent(s). Entries must be made on a daily basis and must accurately represent all of the project activities on each day. At a minimum, the diary shall show on a daily basis: 1. The day and date. 2. The weather conditions, including changes throughout the day. 3. A complete description of Work accomplished during the day with adequate references to the Plans and Contract Provisions, so that the reader can easily and accurately identify said Work in the Plans. Identify location/description of photographs or videos taken that day. 4. An entry for each and every changed condition, dispute or potential dispute, incident, accident, or occurrence of any nature whatsoever which might affect the Contractor, the Owner, or any third party in any manner. 5. Listing of any materials received and stored on- or off -site by the Contractor for future installation, to include the manner of storage and protection of the same. 6. Listing of materials installed during each day. 7. List of all subcontractors working on -site during each day. 23 07/15/2015 k 8. Listing of the number of the Contractor's employees working during each day by category of employment. 9. Listing of the Contractor's equipment working on the site during each day. Idle equipment on the site shall be listed and designated as idle. 10. Notations to explain inspections, testing, stake -out; and all other services furnished 11. by the Owner or other party during each day. Entries to verify the daily (including non -Work days) inspection and maintenance of traffic control devices and condition of the traveled roadway surfaces. The Contractor shall not allow any conditions to develop that would be hazardous to the public. 12. Any other information that serves to give an accurate and complete record of the nature, quantity, and quality of Contractor's progress on each day. 13. Plan markups showing locations and dimensions of constructed features to be used by the Engineer to produce record drawings. 14. All pages of the diary must be numbered consecutively with no omissions in page 15. numbers. Each page must be signed and dated by the Contractor's official representative on the project. The Contractor may use additional sheets separate from the diary book if necessary to provide a complete diary record, but they must be signed, dated, and labeled with project name and number. It is expressly agreed between the Contractor and the Owner that the Daily Diary maintained by the Contractor shall be the "Contractor's Book of Original Entry" for the documentation of any potential claims or disputes that might arise during this contract. Failure of the Contractor to maintain this diary in the manner described above will constitute a waiver of any such claims or disputes by the Contractor. The Engineer or other Owner's representative on the job site will also complete a Daily Construction Report. 1-06 CONTROL OF MATERIAL 1-06.1 Approval of Materials Prior to Use Section 1-06.1 is supplemented as follows: (******) 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 24 11 07/15/2015 I I 1 I 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 1-07.1 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 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 25 07/15/2015 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. 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). 26 1 07/ 15/2015 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 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 27 07/15/2015 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 1-07.16(1) Private/Public Property Section 1-07.16(1) is supplemented by adding the following: The Contracting Agency will obtain all easements and franchises required for the project The Contractor shall limit his operation to the areas obtained and shall not trespass on private property. The Contracting Agency may provide certain lands, as indicated in connection with the Work under the Contract together with the right of access to such lands. The Contractor shall not unreasonably encumber the premises with his equipment or materials. The Contractor shall provide, with no liability to the Contracting Agency, any additional land and access thereto not shown or described that may be required for temporary construction facilities or storage of materials. He shall construct all access roads, detour roads, or other temporary Work as required by his operations. The Contractor shall confine his equipment, storage of material, and operation of his workers to those areas shown and described and such additional areas as he may provide. A. General. All construction Work under this contract on easements, right-of-way, over private property or franchise, shall be confined to the limits of such easements, right- of-way or franchise. All Work shall be accomplished so as to cause the least amount of disturbance and a minimum amount of damage. The Contractor shall schedule his Work so that trenches across easements shall not be left open during weekends or holidays and trenches shall not be open for more than 48 hours. B. Structures. The Contractor shall remove such existing structures as may be necessary for the performance of the Work and, if required, shall rebuild the structures thus removed in as good a condition as found. He shall also repair all existing structures that may be damaged as a result of the Work under this contract. C. Easements, cultivated areas and other surface improvements. All cultivated areas, either agricultural or lawns, and other surface improvements which are damaged by actions of the Contractor shall be restored as nearly as possible to their original condition. Prior to excavation on an easement or private right-of-way, the Contractor shall strip topsoil from the trench or construction area and stockpile it in such a manner that it may be 28 07n s/2015 I replaced by him, upon completion of construction. Ornamental trees and shrubbery shall be carefully removed with the earth surrounding their roots wrapped in burlap and replanted in their original positions within 48 hours. All shrubbery or trees destroyed or damaged, shall be replaced by the Contractor with material of equal quality at no additional cost to the Contracting Agency. In the event that it is necessary to trench through any lawn area, the sod shall be carefully cut and rolled and replaced after the trenches have been backfilled. The lawn area shall be cleaned by sweeping or other means, of all earth and debris. The Contractor shall use rubber wheel equipment similar to the small tractor -type backhoes used by side sewer contractors for all Work, including excavation and backfill, on easements or rights -of -way, which have lawn areas. All fences, markers, mailboxes, or other temporary obstacles shall be removed by the Contractor and immediately replace, after the trench is backfilled, in their original position. The Contractor shall notify the Contracting Agency and Property Owner at least 24 hours in advance of any Work done on easements or rights -of - way. Damage to existing structures outside of easement areas that may result from dewatering and/or other construction activity under this contract shall be restored to their original condition or better. The original condition shall be established by photographs taken and/or inspection made prior to construction. All such Work shall be done to the satisfaction of the Property Owners and the Contracting Agency at the expense of the Contractor. D. Streets. The Contractor will assume all responsibility of restoration of the surface of all streets (traveled ways) used by him if damaged. In the event the Contractor does not have labor or material immediately available to make necessary repairs, the Contractor shall so inform the Contracting Agency. The Contracting Agency will make the necessary repairs and the cost of such repairs shall be paid by the Contractor. The Contractor is responsible for identifying and documenting any damage that is pre- existing or caused by others. Restoration of excavation in City streets shall be done in accordance with the City of Renton Trench Restoration Requirements, which is available at the Public Works Department Customer Services counter on the 6th floor, Renton City Hall, 1055 South Grady Way. 1-07.17 Utilities and Similar Facilities Section 1-07.17 is supplemented by adding: Existing utilities indicated in the Plans have been plotted from the best information available to the Engineer. Information and data shown or indicated in the Contract Documents with respect to existing underground utilities or services at or contiguous to the project site are based on information and data furnished to the Owner and the Engineer by owners of such underground facilities or others, and the Owner and the Engineer do not assume responsibility for the accuracy or completeness thereof. It is to be understood that other aboveground or underground facilities not shown in the Plans may be encountered during the course of the Work. �1 All utility valves, manholes, vaults, or pull boxes which are buried shall be conspicuously marked in a fashion acceptable to the Owner and the Engineer by the Contractor to allow their location to be determined by the Engineer or utility personnel under adverse conditions, (inclement weather or darkness). Where underground main distribution conduits, such as water, gas, sewer, electric power, or telephone, are shown on the Plans, the Contractor, for the purpose of preparing his bid, shall assume that every property parcel will be served by a service connection for each type 29 07/15/2015 of utility. The Contractor shall check with the utility companies concerning any possible conflict prior to commencing excavation in any area. The Contractor shall resolve all crossing and clearance problems with the utility company concerned. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. In addition to the Contractor having all utilities field marked before starting Work, the Contractor shall have all utilities field marked after they are relocated in conjunction with this project. Call Before You Dig The 48-Hour Locators 1-800-424-5555 At least 2 and not more than 10 working days prior to commencing any excavations for utility potholing or for any other purpose under this Contract, the Contractor shall notify the Underground Utilities Location Center by telephone of the planned excavation and progress schedule. The Contractor is also warned that there may be utilities on the project that are not part of the One Call system. They must be contacted directly by the Contractor for locations. The Contractor shall make arrangements 48 hours in advance with respective utility owners to have a representative present when their utility is exposed or modified, if the utility chooses to do so. Existing utilities for telephone, power, gas, water, and television cable facilities shall be adjusted or relocated by the appropriate utility company unless otherwise noted in the Plans. These adjustments may be completed before the Contractor begins Work, or may be performed in conjunction with the Contract Work. The Contractor shall be entirely responsible for coordination with the utility companies and arranging for the movement or adjustment, either temporary or permanent, of their facilities within the project limits. See also Section 1-05.14 of these Special Provisions. If or when utility conflicts occur, the Contractor shall continue the construction process on other aspects of the project whenever possible. No additional compensation will be made to the Contractor for reason of delay caused by the actions of any utility company, and the Contractor shall consider such costs to be incidental to the other items of the Contract. Utility Potholing Potholing may be included as a bid item for use in determining the location of existing utilities in advance of the Contractor's operations. If potholing is not included as a bid item then it shall be considered incidental to other Work. The Contractor shall submit all potholing requests to the Engineer for approval, at least 2 working days before potholing is scheduled. Additionally, the Contractor shall provide potholing at the Engineer's request. In no way shall the Work described under Utility Potholing relieve the Contractor of any of the responsibilities described in Section 1-07.17 of the Standard Specifications and Special Provisions, and elsewhere in the Contract Documents. 1-07.17(1) Interruption of Services Section 1-07.17(1) is a new section: Whenever in the course of the construction operation it becomes necessary to cause an outage of utilities, it shall be the Contractor's responsibility to notify the affected users and the Engineer not less than 48 hours in advance of such outage. The Contractor shall make reasonable effort to minimize the duration of outages, and shall estimate the length of time service will be interrupted and so notify the users. In the case of any utility outage that has I I a 30 07/ 15/201 5 exceeded or will exceed four hours, user contact shall again be made. Temporary service, if needed, will be arranged by the Contractor at no cost to the Owner. Overhead lighting outages shall not exceed 24 hours. All cost to the Contractor for providing temporary overhead lighting to meet above requirements shall be incidental to the various unit and Lump sum items of the Contract; no separate payment will be made. 1-07.18 Public Liability and Property Damage Insurance Section 1-07.18 is deleted replaced by the following new section and subsections: 1-07.18(1) General The Contractor shall obtain and maintain in full force and effect, from the Contract Execution Date to the Completion Date, public liability and property damage insurance with an insurance company(ies) or through sources approved by the State Insurance Commissioner pursuant to RCW 48. The Contractor shall not begin work under the Contract until the required insurance has been obtained and approved by the Contracting Agency. Insurance shall provide coverage to the Contractor, all subcontractors, Contracting Agency and the Contracting Agency's consultant. The coverage shall protect against claims for bodily injuries, personal injuries, including accidental death, as well as claims for property damages which may arise from any act or omission of the Contractor or the subcontractor, or by anyone directly or indirectly employed by either of them. If warranted work is required the Contractor shall provide the City proof that insurance coverage and limits established under the term of the Contract for work are in full force and effect during the period of warranty work. The Contracting Agency may request a copy of the actual declaration pages(s) for each insurance policy effecting coverage(s) required on the Contract prior to the date work commences. Failure of the Contractor to fully comply during the term of the Contract with the requirements described herein will be considered a material breach of contract and shall be caused for immediate termination of the Contract at the option of the Contracting Agency. All costs for insurance shall be incidental to and included in the unit or Lump Sum prices of the contract and no additional payment will be made. 1-07.18(2) Coverages All coverage providedby the Contractor shall be in a form and underwritten by a company acceptable to the Contracting Agency. The City requires that all insurers: 1. Be licensed to do business within the State of Washington. 2. Coverage to be on an "occurrence" basis (Professional Liability and Pollution coverage are acceptable when written on a claims -made basis). The City may also require proof of professional liability coverage be provided for up to two (2) years after the completion of the project. 3. The City may request a copy of the actual declaration page(s) for each insurance policy affecting coverage(s) required by the Contract prior to the date work commences. 4. Possess a minimum A.M. best rating of AVII (A rating of A XII or better is preferred.) If any insurance carrier possesses a rating of less than AVII, the City may make an exception. The City reserves the right to approve the security of the insurance coverage provided by 31 07/15/2015 the insurance company(ies), terms, conditions, and the Certificate of Insurance. Failure of the Contractor to fully comply during the term of the Contract with these requirements will be considered a material breach of contract and shall be cause for immediate termination of the contract at the option of the City. The Contractor shall obtain and maintain the minimum insurance coverage set forth below. By requiring such minimum insurance, the City of Renton shall not be deemed or construed to have assessed the risks that may be applicable to the Contractor. The Contractor shall assess its own risks and if it deems appropriate and/or prudent, maintain higher limits and/or broader coverage. Coverage shall include: A. Commercial General Liability - ISO 1993 Form or equivalent. Coverage will be written on an occurrence basis and include: • Premises and Operations (including CG2503; General Aggregate to apply per project, if applicable) • Explosion, Collapse, and Underground Hazards. • Products/Completed Operations • Contractual Liability (including Amendatory Endorsement CG 0043 or equivalent which includes defense coverage assumed under contract) • Broad Form Property Damage • Independent Contractors • Personal/Advertising Injury • Stop Gap Liability B. Automobile Liability including all • Owned Vehicles • Non -Owned Vehicles • Hired Vehicles C. Workers' Compensation • Statutory Benefits (Coverage A) - Show Washington Labor & Industries Number D. Umbrella Liability (when necessary) • Excess of Commercial General Liability and Automobile Liability. Coverage should be as broad as primary. E. Professional Liability - (whenever the work under this Contract includes Professional Liability, including Advertising activities) the CONTRACTOR shall maintain professional liability covering wrongful acts, errors and/or omissions of the (CONTRACTOR) for damage sustained by reason of or in the course of operations under this Contract. F. Pollution Liability - the City may require this coverage whenever work under this Contract involves pollution risk to the environment. This coverage is to include sudden and gradual coverage for third party liability including defense costs and completed operations. Contractor shall name City of Renton, and its officers, officials, agents, employees and volunteers as Additional Insured (ISO Form CG 2010 or equivalent). The Contractor shall provide City of Renton Certificates of Insurance prior to commencement of work. The City reserves the right to request copies of insurance policies, if at their sole discretion it is deemed appropriate. Further, all policies of insurance described above shall: A. Be on a primary basis not contributory with any other insurance coverage and/or self-insurance carried by City of Renton. B. Include a Waiver of Subrogation Clause. C. Severability of Interest Clause (Cross Liability) D. The Contractor shall provide the Contracting Agency and all Additional Insured's with written notice of any policy cancellation, within two business days of their receipt of such notice. 32 07/ 15/2015 E. Failure on the part of the Contractor to maintain the insurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct ' the breach, immediately terminate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contracting Agency. 1-07.18(3) Limits LIMITS REQUIRED ' Providing coverage in these stated amounts shall not be construed to relieve the Contractor from liability in excess of such limits. The Contractor shall carry the following limits of liability as required below: Commercial General Liability General Aggregate* $2,000,000 ** Products/Completed Operations Aggregate $2,000,000 ** ' Each Occurrence Limit $1,000,000 Personal/Advertising Injury $1,000,000 Fire Damage (Any One Fire) $50,000 Medical Payments (Any One Person) $5,000 ' Stop Gap Liability $1,000,000 * General Aggregate to apply per project (ISO Form CG2503 or equivalent) **Amount may vary based on project risk Automobile Liabilit Bodily Injury Property Damage $1,000,000 (Each Accident) ' Workers' Compensation Statutory Benefits Coverage A Variable (Show Washington Labor and Industries Number) Umbrella Liability 1 Each Occurrence Limit $1,000,000 General Aggregate Limit $1,000,000 Products/Completed Operations Aggregate $1,000,000 ' Professional Liability If required) Each Occurrence Incident Claim $1,000,000 Aggregate $2,000,000 Pollution Liability (If required) to apply on a per proiect basis Per Loss $1,000,000 Aggregate $1,000,000 The City may require the Contractor to keep professional liability coverage in effect for up to two (2) years after completion of the project. ' The Contractor shall promptly advise the CITY OF RENTON in the event any general aggregates are reduced for any reason, and shall reinstate the aggregate at the Contractor's expense to comply with the minimum limits and requirements as stated above and shall ' furnish to the CITY OF RENTON a new certificate of insurance showing such coverage is in force. 1-07.18(4) Evidence of Insurance ' Within 20 days of award of the Contract, the Contractor shall provide evidence of insurance by submitting to the Contracting. Agency the Certificate of Insurance (ACORD Form 25s or equivalent) conforming to items as specified in Sections 1-07.18(1), 1-07.18(2), and 1- ' 07.18(3) as revised above. Other requirements are as follows: ' 33 07/ 15/2015 A. Strike the following or similar wording: "This Certificate is issued as a matter of information only and confers no rights upon the Certificate Holder". B. Strike the wording regarding cancellation notification to the City: "Failure to mail such notice shall impose no obligation or liability of any kind upon the company, its agents or representatives". C. Amend the cancellation clause to state: "Should any of the above described policies be cancelled before the expiration date thereof, notice will be delivered in accordance with the policy provisions." For Professional Liability coverage only, instead of the cancellation language specified above, the City will accept a written agreement that the consultant's broker will provide the required notification. 1-07.22 Use of Explosives Section 1-07.22 is supplemented by the following: Explosives shall not be used without specific authority of the Engineer, and then only under such restrictions as may be required by the proper authorities. Explosives shall be handled and used in strict compliance with WAC 296-52 and such local laws, rules and regulations that may apply. The individual in charge of the blasting shall have a current Washington State Blaster Users License. The Contractor shall obtain, comply with, and pay for such permits and costs as are necessary in conjunction with blasting operations. 1-07.23 Public Convenience and Safety 1-07.23(1) Construction Under Traffic Revise the second paragraph to read: To disrupt public traffic as little as possible,.the Contractor shall permit traffic to pass through the Work with the least possible inconvenience or delay. The Contractor shall maintain existing roads, streets, sidewalks, driveways, and paths within the project limits, keeping them open, and in good, clean, safe condition at all times. Deficiencies caused by the Contractor's operations shall be repaired at the Contractor's expense. Deficiencies not caused by the Contractor's operations shall be repaired by the Contractor when directed by the Engineer, at the Contracting Agency's expense. The Contractor shall also maintain roads, streets, sidewalks, driveways, and paths adjacent to the project limits when affected by the Contractor's operations. Snow and ice control will be performed by the Contracting Agency on all projects. Cleanup of snow and ice control debris will be at the Contracting Agency's expense. The Contractor shall perform the following: 1. Remove or repair any condition resulting from the Work that might impede traffic or create a hazard. 2. Keep existing traffic signal and highway lighting systems in operation as the Work proceeds. (The Contracting Agency will continue the route maintenance on such system.) 3. Maintain the striping on the roadway at the Contracting Agency's expense. The Contractor shall be responsible for scheduling when to renew striping, subject to the approval of the Engineer. When the scope of the project does not require Work on the roadway, the Contracting Agency will be responsible for maintaining the striping. 4. Maintain existing permanent signing. Repair of signs will be at the Contracting Agency's expense, except those damaged due to the Contractor's operations. 5. Keep drainage structures clean to allow for free flow of water. Cleaning of existing drainage structures will be at the Contracting Agency's expense when approved by the Engineer, except when flow is impaired due to the Contractor's operations. 34 1 07/15/2015 I I n Section 1-07.23(1) is supplemented by adding the following: The Contractor shall be responsible for controlling dust and mud within the project limits and on any street, which is utilized by his equipment for the duration of the project. The Contractor shall be prepared to use watering trucks, power sweepers, and other pieces of equipment as deemed necessary by the Engineer, to avoid creating a nuisance. Dust and mud control shall be considered as incidental to the project, and no compensation will be made for this section. Complaints of dust, mud, or unsafe practices and/or property damage to private ownership will be transmitted to the Contractor and prompt action in correcting them will be required by the Contractor. The Contractor shall maintain the roads during construction in a suitable condition to minimize affects to vehicular and pedestrian traffic. All cost to maintain the roads shall be borne by the Contractor. At least one-way traffic shall be maintained on all cross -streets within the project limits during working hours. One lane shall be provided in each direction for all streets during non -working hours. The Contractor shall provide one drivable roadway lane and maintain convenient access for local and commuter traffic to driveways, businesses, and buildings along the line of Work throughout the course of the project. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. This restriction shall not apply to the paving portion of the construction process. The Contractor shall notify and coordinate with all property owners and tenants of street closures, or other restrictions which may interfere with their access at least 24 hours in advance for single-family residential property, and at least 48 hours in advance for apartments, offices, and commercial property. The Contractor shall give a copy of all notices to the Engineer. When the abutting owners' access across the right-of-way line is to be eliminated and replaced under the Contract by other access, the existing access shall not be closed until the replacement access facility is available. All unattended excavations shall be properly barricaded and covered at all times. The Contractor shall not open any trenches that cannot be completed and refilled that same day. Trenches shall be patched or covered by a temporary steel plate, at the Contractor's expense, except in areas where the roadway remains closed to public traffic. Steel plates must be anchored. 1-07.23(2) Construction and Maintenance of Detours Revise the first paragraph to read: Unless otherwise approved, the Contractor shall maintain two-way traffic during construction. The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway, bridge, sidewalk, driveway, or path during construction, 2. Detour crossings of intersecting highway, and 3. Temporary approaches. 1-07.24 Rights -of -Way Delete this section in its entirety, and replace it with the following: 1 35 07/15/2015 Street right-of-way lines, limits of easements, and limits of construction permits are indicated on the Drawings. The Contractor's construction activities shall be confined within these limits unless arrangements for use of private property are made. Generally, the Contracting Agency will have obtained, prior to bid opening, all rights -of -way and easements, both permanent and temporary, necessary for carrying out the completion of the Work. Exceptions to this are, noted in the Contract Documents or brought to the Contractor's attention by a duly issued addendum. Whenever any of the Work is accomplished on or through property other than public right- of-way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements are included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. Whenever easements or rights -of -entry have not been acquired prior to advertising, these areas are so noted on the Drawings. The Contractor shall not proceed with any portion of the Work in areas where right-of-way, easements, or rights -of -entry have not been acquired until the Engineer certifies to the Contractor that the right-of-way or easement is available or that the right -of -entry had been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements, rights of entry of right-of-way, the Contractor will be entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. Each property owner shall be given 48 hours notice prior to entry by the Contactor. This includes entry onto easements and private property where private improvements must be adjusted. The Contractor shall be responsible for providing, without expense or liability of the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facilities, storage of materials, or other Contractor needs. However, before using any private property, whether adjoining the Work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construction pursued under this Contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, in the case of a release, that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address and date of signature. Written releases must be filed with the Engineer before the Completion Date will be established. 1-08 PROSECUTION AND PROGRESS 1-08.0 Preliminary Matters Section 1-08.0 is a new section with subsection: 1-08.0(1) Preconstruction Conference Section 1-08.0(1) is a new subsection: The Engineer will furnish the Contractor with copies of the Contract Documents per Section 1-02.2 "Plans and Specifications". Additional documents may be furnished upon request at the cost of reproduction. Prior to undertaking each part of the Work the Contractor shall carefully study and compare the Contract Documents, and check and verify pertinent figures shown therein and all applicable field measurements. The Contractor shall promptly report 36 07/15/2015 u Ll 1 in writing to the Engineer any conflict, error or discrepancy, which the Contractor may discover. After the Contract has been executed, but prior to the Contractor beginning the Work, a preconstruction conference will be held between.the Contractor, the Engineer and such other interested parties as may be invited. The Contractor shall prepare and submit at the preconstruction meeting: 4 Contractor's plan of operation and progress schedule (3+ copies) 4 Approval of qualified subcontractors (bring list of subcontractors if different from list submitted with bid) 4 List of materials fabricated or manufactured off the project 4 Material sources on the project -� Names of principal suppliers Detailed equipment list, including "Rental Rate Blue Book" hourly costs (both working and standby rates) 4 Weighted wage rates for all employee classifications anticipated to be used on Project 4 Cost percentage breakdown for lump sum bid item(s) 4 Shop Drawings (bring preliminary list) -* Traffic Control Plans (3+ copies) + Temporary Water Pollution/Erosion Control Plan In addition, the Contractor shall be prepared to address: Bonds and insurance Project meetings — schedule and responsibilities Provision for inspection for materials from outside sources Responsibility for locating utilities Responsibility for damage Time schedule for relocations, if by other than the Contractor Compliance with Contract Documents Acceptance and approval of Work Labor compliance, payrolls, and certifications Safety regulations for the Contractors' and the Owner's employees and representatives Suspension of Work, time extensions Change order procedures Progress estimates, procedures for payment Special requirements of funding agencies Construction engineering, advance notice of special Work Any interpretation of the Contract Documents requested by the Contractor Any conflicts or omissions in Contract Documents Any other problems or questions concerning the Work Processing and administration of public complaints Easements and rights -of -entry Other contracts The franchise utilities may be present at the preconstruction conference, and the Contractor should be prepared for their review and discussion of progress schedule and coordination. 1-08.0(2) Hours of Work Section 1-08.0(2) is a new subsection: Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day Work week. The normal straight time 8-hour working period for the Contract shall be established at the preconstruction conference or prior to the Contractor 37 07/15/2015 commencing the Work. If a Contractor desires to perform Work on holidays, Saturdays, Sundays, or before 7:00 a.m. or after 6:00 p.m. on any day, the Contractor shall apply in writing to the Engineer for permission to Work such times. Such requests shall be submitted to the Engineer no later than noon on the working day prior to the day for which the Contractor is requesting permission to Work. Permission to Work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 7:00 a.m. on weekends or holidays may also be subject to noise control requirements. Approval to continue Work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons. Permission to Work Saturdays, Sundays, holidays or other than the agreed upon normal straight time working hours Monday through Friday may be given subject to certain other conditions set forth by the Contracting Agency or the Engineer. These conditions may include but are not limited to: requiring the Engineer or such assistants as the Engineer may deem necessary to be present during the Work; requiring the Contractor to reimburse the Contracting Agency for the cost of engineering salaries paid Contracting Agency employees who worked during such times; considering the Work performed on Saturdays, Sundays, and holidays as working days with regards to the Contract Time; and considering multiple Work shifts as multiple working days with respect to Contract Time even though the multiple shifts occur in a single 24-hour period. Assistants may include, but are not limited to, survey crews; personnel from the material testing labs; inspectors; and other Contracting Agency employees when in the opinion of the Engineer such Work necessitates their presence. All work on Tiffany Park Elementary School property shall take place on non -school days. 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. 11 1� u 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: 38 1 1 07/15/2015 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. ' 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 1 39 07/15/2015 1 I 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 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 40 1 1 07/ 15/2015 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. 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 1 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) 1 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 iSection 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 the estimated delivery dates for the equipment. All items of Work that can be performed without delivery of the critical items shall start and be 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. 1 41 07/ 15/2015 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. 42 r� 07/15/2015 n 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 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 I shall be no duplication of numbers. Duplicate tally tickets shall be prepared to accompany each truckload of material delivered 1 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 1 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 1 43 07/15/2015 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) 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: 44 07/15/2015 E 11 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 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. tProgress for Work be or payments performed shall not evidence of acceptable performance an admission by the Contracting Agency that any Work has been satisfactorily completed. 1 45 07/15/2015 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 bya 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). 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 I 1 1 L1 1 46 07/15/2015 n 1 L I n 11 I� I 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: c. Failure of the Contractor to provide the Engineer with a field office when required by the Contract Provisions. d. Failure of the Contractor to protect survey stakes, markers, etc., or to provide adequate survey Work as required by Section 1-05.5. e. Failure of the Contractor to correct defective or unauthorized Work (Section 1-05.8). f. 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. g. 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. h. Failure of the Contractor to pay worker's benefits (Title 50 and Title 51 RCW) as required by Section 1-07.10. i. Failure of the Contractor to submit and obtain approval of a progress schedule per Section 1-08.3. 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 47 07/15/2015 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: 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. 48 07/15/2015 1 11 d I I I 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 Agency'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: 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 in- clude all 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 the performance of all Work under the bid for each item shall result in the complete construction, in an accepted operating condition, of each item. 49 07/15/2015 11 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 01) 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 & Demobilization will be made at the lump sum amount bid (NOT to exceed 80% of bid price prior to completion of construction). Based on the lump sum Contract price for "Mobilization & Demobilization", partial payments will be made as follows: 1. When 5-percent of the total original amount is earned from other items, excluding amounts paid for materials on hand, 50-percent of the amount Bid for Mobilization & Demobilization, or 5-percent of the total original amount, whichever is the least, will be paid. 2. When 10-percent of the total original amount is earned from other items, excluding amounts paid for materials on hand, 80-percent of the amount Bid for Mobilization & Demobilization, or 5-percent of the total original amount, whichever is the least, will be paid. 3. When the project is complete, the final 20-percent of Mobilization & Demobilization will be paid. Nothing herein shall be construed to limit or preclude partial payments otherwise provided by the Contract. This bid item may not be more than ten percent (10%) of the total amount of Bid. 1-09.14(2)B Traffic Control (Bid Item 02) Section 1-09.14(2)B is a new Section: Measurement for "Traffic Control" will be based on the percentage of total Work completed. Payment for "Traffic Control" will be made at the measured percentage amount for the pay period times the lump sum amount bid, which 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 board, signs, traffic control devices, temporary ramping, temporary striping, cleanup, etc. required to complete the Work in accordance with the Contract Documents and the Manual on Uniform Traffic Control Devices (MUTCD).. 1-09.14(2)C Pre -Installation Cleaning and Inspection (Bid Item 03) Section 1-09.14(2)C is a new Section: Measurement for "Pre -Installation Cleaning and Inspection" will be based on the lineal feet of pipe inspected and cleaned. Payment for "Pre -Installation Cleaning and Inspection" will be made at the amount bid per I Ll 1 50 I 07/15/2015 H I linear foot, which payment will be complete compensation for all labor, materials, equipment, bypass sewer routing, cleaning, root cutting, internal removal of protruding laterals, removal of hanging gaskets, removal and disposal of waste material, water, CCTV inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance with the Contract Documents. 1-09.14(2)D Install 14" Cured In Place Pipe (Bid Item 04) Section 1-09.14(2)D is a new section: Measurement for "Install 14" Cured In Place Pipe" will be based on the lineal feet of 14" cured in place pipe installed. The length 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 to center of manhole. Payment for "Install 14" Cured In Place Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, and tools necessary or incidental to furnish and install the cured -in -place -pipe complete in place in accordance with the Plans and Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as required shall be incidental to this bid item. 1-09.14(2)E Install 18" Cured In Place Pipe (Bid Item 05) Section 1-09.14(2)E is a new section: Measurement for "Install 18" Cured In Place Pipe" will be based on the lineal feet of 18" cured in place pipe installed. The length 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 to center of manhole. Payment for "Install 18" Cured In Place Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, and tools necessary or incidental to furnish and install the cured -in -place -pipe complete in place in accordance with the Plans and Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as required shall be incidental to this bid item. 1-09.14(2)F Install 21" Cured In Place Pipe (Bid Item 06) Section 1-09.14(2)F is a new section: Measurement for "Install 21" Cured In Place Pipe" will be based on the lineal feet of 21" cured in place pipe installed. The length 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 to center of manhole. Payment for "Install 21" Cured In Place Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, and tools necessary or incidental to furnish and install the cured -in -place -pipe complete in place in accordance with the Plans and Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as required shall be incidental to this bid item. 1-09.14(2)G Install 24" Cured In Place Pipe (Bid Item 07) Section 1-09.14(2)G is a new section: Measurement for "Install 24" Cured In Place Pipe" will be based on the lineal feet of 24" cured in place pipe installed. The length 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 to center of 51 07/ 15/2015 manhole. Payment for "Install 24" Cured In Place Pipe" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, and tools necessary or incidental to furnish and install the cured -in -place -pipe complete in place in accordance with the Plans and Specifications including water required for "wet out", bypass sewer routing and pipe testing. Dewatering as required shall be incidental to this bid item. 1-09.14(2)H Reinstate Side Sewer Taps (Bid Item 08) Section 1-09.14(2)H is a new section: Measurement for "Reinstate Side Sewer Taps" will be per each for each side sewer lateral reestablished in conformance with the Contract Documents. Payment for "Reinstate Side Sewer Taps" will be made at the unit price bid per each, which payment will be complete compensation for all labor, material, equipment, tools and bypass sewer routing necessary or incidental to completely reinstate the existing side sewers in accordance with the specifications. Dewatering as required shall be incidental to this bid item. 1-09.14(2)1 Post Installation Inspection (Bid Item 09) Section 1-09.14(2)1 is a new section: Measurement for "Post Installation Inspection" will be based on the lineal feet of pipe inspected. Payment for "Post Installation Inspection" will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, bypass sewer routing, water, CCTV inspection, provision of record DVDs to the Engineer, etc. required to complete the Work in accordance with the Contract Documents. 1-09.14(2)J Sewer Manhole Rehabilitation 0 to 10' Deep (Bid Item 010) Section 1-09.14(2)J is a new section: Measurement for "Sewer Manhole Rehabilitation 0 to 10' Deep" will be per each for each depth manhole rehabilitated in conformance with the Contract Documents. The length of sewer manhole rehabilitation will be measured from the bottom of the manhole channel to top of ring seat of the manhole cover. Payment for "Sewer Manhole Rehabilitation 0 to 10' Deep" will be made at the unit price bid per each, which payment will be complete compensation for all labor, materials, equipment and tools necessary or incidental to furnish and install the manhole rehabilitation complete in place in accordance with the Plans and Specifications including water required for mixing, bypass sewer routing and manhole testing. Dewatering as required shall be incidental to this bid Item. 1-09.14(2)K Sewer Manhole Rehabilitation 11' to 20' Deep (Bid Item 11) Section 1-09.14(2)K is a new section: Measurement for "Sewer Manhole Rehabilitation 11' to 20' Deep" will be per each for each depth manhole rehabilitated in conformance with the Contract Documents. The length of sewer manhole rehabilitation will be measured from the bottom of the manhole channel to top of ring seat of the manhole cover. Payment for "Sewer Manhole Rehabilitation 11' to 20' Deep" will be made at the unit price bid per each, which payment will be complete compensation for all labor, materials, equipment and tools necessary or incidental to furnish and install the manhole rehabilitation complete in place in accordance with the Plans and Specifications including 52 I 07/ 15/2015 I water required for mixing, bypass sewer routing and manhole testing. Dewatering as required shall be incidental to this bid Item. 1-09.14(2)L Sewer Manhole Rehabilitation 21' to 30' Deep (Bid Item 12) Section 1-09.14(2)L is a new section: Measurement for "Sewer Manhole Rehabilitation 21' to 30' Deep" will be per each for each depth manhole rehabilitated in conformance with the Contract Documents. The length of sewer manhole rehabilitation will be measured from the bottom of the manhole channel to top of ring seat of the manhole cover. Payment for "Sewer Manhole Rehabilitation 21' to 30' Deep" will be made at the unit price bid per each, which payment will be complete compensation for all labor, materials, . equipment and tools necessary or incidental to furnish and install the manhole rehabilitation complete in place in accordance with the Plans and Specifications including water required for mixing, bypass sewer routing and manhole testing. Dewatering as required shall be incidental to this bid Item. 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 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 5. 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 1 53 07/ 15/2015 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. 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. 1-10.2(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 54 1 07/ 15/2015 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. 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 1982"1. 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 1 55 07/15/2015 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. 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 56 1 07/ 15/2015 ' General Land Office and its 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. tIf 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. I 1 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 57 07/15/2015 1 for station -offset topography shall meet the requirements of Section 1-11.1 herein. I 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 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 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 i 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 instead of the PC and PT of the curve. 58 1 07/15/2015 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. 1-11.2(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. 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%Z 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. 59 07/15/201 5 Private Driveways Where a private driveway is damaged by either construction of the project or by the Contractor's use and 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. 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-O4.3(5)A Preparation of Existing Surface Section 5-O4.3(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. 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. 60 07/15/2015 Utility adjustments must be completed within 15 working days after overlay is complete, and within the 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 1 Overlay. 5-04.3(7)A Mix Design Item 2 is deleted and replaced with: 2. 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: 1 61 07/ 15/2015 Table of Price Adjustment Factors Constituent Factor "f" All aggregate passing: 1 %", 1", W, %", " and No. 4 sieves 2 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: 62 1 07/15/2015 1 (******) 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 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. 7-17.3(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 1 compatible with "Granite XP". 7-20 PRE -INSTALLATION CLEANING AND INSPECTION OF SEWER LINES FOR CIPP (New Section) 7-20.1 Description This work shall generally consist of cleaning, removing and disposing of waste materials, and performing CCTV inspections of all sewer main segments included in, or added to the project. 7-20.1(1) Submittals Prior to starting any work, the Contractor shall provide the following submittals: 1 1 63 07/15/2015 Example CCTV Inspection 1. Prior to performing CCTV inspections for this project, the Contractor shall submit examples of prior CCTV inspection work. This submittal shall include Pre -Installation CCTV inspection DVD and associated Inspection Report, and a Post -Installation CCTV inspection DVD and associated Inspection Report. The CCTV inspection DVD's and Inspection Reports will be reviewed by the Engineer to determine if the quality of the CCTV image, and the content of the inspection report is acceptable; and if defects were properly identified and documented on the Inspection Report. 2. The video file format for all CCTV inspections submitted over the course of the project shall be MPEG. No other file formats will be accepted unless approved by the Engineer. 3. If the Contractor hires out any portion of this work to a subcontractor, the subcontractor shall submit example reports as described above. 4. The Contractor or subcontractor shall be responsible for modifications to his/her equipment, software, and/or inspection procedures to achieve report material of acceptable quality. No work shall commence prior to approval of the report material by the Engineer. Once accepted, the report material shall serve as a standard for the remaining work. 5. The CCTV Inspection DVD shall include the following information: a. Continuous Display • Date of inspection • Upstream and downstream manhole numbers • Current distance along the mainline b. Audio • Date of inspection • Verbal confirmation of upstream and downstream manhole numbers • Verbal description of pipe size and material • Verbal description of setup (Normal or Reverse Flow) • Verbal description and location of defects • Verbal description and location of lateral connections 6. The Inspection Report shall include the following information: • Date of inspection • Upstream and downstream manhole numbers • Street location • Setup (Normal or Reverse Flow) • Pipe size and material • Status (Active or Inactive) of all side sewers • Location, length, and depth of water in sags • Location and description of defects • Confirmation of ability or inability to rehabilitate the subject sewer main segment Off -Site Disposal Location Prior to commencing with any cleaning work, the Contractor shall be responsible for making arrangements to dispose of all sewage and solids removed from the main during the cleaning operation at an off -site location. The Contractor shall submit the name, address, and telephone number of the off -site disposal location. The following submittals will be required following each video inspection: Pre -Installation Inspection Reports 1. The Contractor shall provide the Engineer with two (2) copies of the Pre -Installation DVD and associated inspection report for each sewer main segment. No more than one sewer main segment shall be included on a Pre -Installation inspection report. 2. The Pre -Installation inspection DVD and associated inspection report for a sewer main segment will be submitted to the Engineer at least ten (10) working days prior to requesting "wet -out" for that sewer main segment, and including that main segment in an upcoming weekly lining schedule. 64 07/ 15/2015 ' Video Inspection Tracking Log 1. The Contractor shall maintain an updated log of all CCTV inspection and lining activities. As part of each submittal of inspection DVD's and associated inspection reports, the Contractor shall include an updated copy of the Video Inspection Tracking Log. The Video Inspection Tracking Log shall be a hard copy, and highlight sewer main segments included with the submittal. 2 A template of the Video Inspection Tracking Log will be provided to the Contractor in digital format (Microsoft Excel Spreadsheet) after contract award. The Contractor shall only use the provided template, unless an alternate is approved by the Engineer. 7-20.2 Materials 7-20.2(1) Equipment Cleaning Equipment Cleaning equipment shall be capable of removing dirt, grease, rocks, sand, roots, protruding laterals, exposed rubber gaskets, and other materials and obstructions from the sewer lines. Selection of equipment shall be based on field conditions such as access to manholes, quantity of debris, size of sewer main pipe, condition of sewer main pipe, and pipe lining activities. The equipment used to remove protruding laterals shall be capable of removing a minimum of 6-inch diameter non -reinforced concrete laterals. iVideo Inspection Equipment 1. The Contractor shall inspect the interior walls of the sewer main pipe using a color CCTV camera with a lens capable of rotating 360 degrees to allow the Contractor to look directly up tees and wyes. If the contract calls for side sewer lateral inspection, the Contractor's video inspection equipment shall include a side cast lateral camera capable of inspecting the side sewer lateral from the existing sewer main to the approximate location of the property line for the affected side sewer. 2. It is entirely the Contractor's responsibility to choose and provide the correct equipment and software which will produce CCTV inspections and reports that meet the minimum CCTV inspection standards of this specification. Should any of the CCTV inspection equipment become damaged or degraded during the course of this project, such that it is not capable of producing the minimum standards, it shall be the Contractor's responsibility to repair or replace the affected equipment. No ' additional work days or payment will be granted for the repair or replacement of damaged or degraded equipment. Personnel Experienced personnel trained in locating breaks, obstacles, and side sewers by closed circuit television shall perform the video inspection. 7-20.3 Construction Requirements 7-20.3(1) Notification The Contractor shall provide notification of the project to the adjacent properties. Notification shall be by "door hanger' notice and where appropriate by direct contact. Notification shall include general information as to the type of construction, as well as specific information as to how the property may be affected and what steps should be taken to minimize impacts to the property and facilitate the Contractor's work. l 7-20.3(2) Cleaning Prior to conducting any CCTV inspection, the Contractor shall clean the sewer main segment, whereby the work "clean" in this specification is defined as the removal of all accumulations including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, gaskets, and any other solid or semisolid material existing in the pipe with 100% debris 1 65 07/15/2015 removal. It will be the Contractor's responsibility to make as many cleaning passes as ' necessary to meet the above definition of "clean". Sludge, dirt, sand, rocks, grease, and other solids or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materials from manhole to manhole section is not permitted. Roots, protruding laterals, and hanging gaskets shall be removed from the sewer lines. Special attention shall be used during the cleaning to assure removal of these items from the joints and side sewer connections. Procedures may include the use of mechanical equipment such as rodding machines, robotic cutters, porcupines; and high -velocity hydro - jet cleaners. ' During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid damage to the pipe. Any damage of the sewer main pipe resulting from the Contractor's cleaning operations, regardless of the existing condition of the pipe, shall be the responsibility of the Contractor. 7-20.3(3) Waste Material Disposal The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at the approved off -site location. Trucks hauling waste from the site shall be watertight so that no leakage or spillage will occur. Under no circumstances shall waste removed from a sewer main segment be ' dumped onto the ground surface or streets; or into catch basins, or storm drains. 7-20.3(4) CCTV Inspection The Contractor shall perform a CCTV inspection after cleaning the sewer lines to document the condition of the host pipe, verify the footages of side sewer connections, and verify the lines were cleaned in accordance with these specifications. ' In order to allow for an accurate analysis of the condition of the existing sewer main/host pipe, the Contractor shall ensure that the entire surface of the sewer main under inspection is clearly visible. When the depth of sewage, which may be caused by existing defects such as sags, offsets, voids, etc., obstructs the ability of the Engineer to clearly view the sewer main/host pipe surface, the Contractor shall halt the inspection and remove sewage from the main using high -velocity jetting machines, or other non-destructive methods acceptable to the Engineer. Once the main section under inspection is clear of sewage the inspection ' may resume. If incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the entire surface of the sewer main/host pipe under inspection, the Contractor shall temporarily plug all incoming flows to the upstream manhole, and bypass pump around the plugged segment and the sewer main segment under inspection. Bypass pumping from the upstream manhole shall be utilized in accordance with Section 7-21 of these specifications and shall be incidental to the unit price for CCTV cleaning and inspection. Flows introduced by laterals are unavoidable and expected, however, should these flows introduce sufficient sewage to obscure the visibility of the pipe, the Contractor shall halt the inspection until the sewage has been removed. ' If the Contractor should find rocks and sediments, grease, grout, protruding laterals, hanging gaskets, or other obstructions that would otherwise prevent the installation of the liner, they shall halt the inspection and remove said obstructions prior to completing the CCTV inspection. If internal cleaning, and or obstruction removal is not possible due to the type of materials causing the obstruction, or fragile condition of the existing sewer main/host pipe, the Contractor shall note this in his lining feasibility determination on the inspection report. , The Contractor shall maintain a clean and clear lens for the duration of the CCTV inspection. Should the lens become soiled, fogged, or otherwise impaired to any degree that impedes 66 ' 07/15/2015 1 the ability to clearly see the condition of the pipe, the Contractor shall halt the inspection and clean/clear the lens of any foreign matter impeding the visual inspection. No additional compensation will be made for re -inspections required by the Engineer due to soiled, fogged, or otherwise impaired camera lenses. The Contractor shall maintain sufficient light levels within the main to allow for visual inspection of the pipe walls for a minimum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, and four (4) feet for all pipes sizes 12" and up. Additionally, the Contractor shall make certain that the light levels are not so bright the visual inspection is impeded. Should the camera get stuck in the sewer, the Contractor shall be responsible for all costs in extracting it. Costs related to difficulties encountered during internal video inspection are incidental to the contract, and claims will not be considered. 7-20.3(5) Lining Feasibility Prior to submitting a Pre -Installation Inspection DVD and associated inspection report, the Contractor shall review all information on the DVD and in the report. The CCTV inspection DVD for each sewer main segment shall be viewed in its entirety to ensure there were no missed service connections or pipe defects during the CCTV inspection, as well as to ensure the quality of the DVD. Based on the Contractor's review he/she will make a lining feasibility determination. The Contractor's review and lining feasibility determination shall be documented on both the inspection report and the Video Inspection Tracking Log. The Contractor, in cooperation with the Engineer, is responsible for determining whether or not a sewer main segment is suitable for CIPP lining. The Contractor shall not install a CIPP liner in any sewer main segment with existing defects that interfere with or cause a reduction in hydraulic capacity, or which may hinder in any way the quality of installation of the CIPP liner system. The Contractor's assessment of whether or not a sewer main segment is suitable for lining shall be noted on each inspection report, as well as the Video Inspection Tracking Log, and presented to the Engineering with Pre -Installation inspection submittals. If the Engineer agrees with the assessment, the sewer main segment will be lined or removed from the contract accordingly. The following sewer main pipe defects and conditions shall be considered as guidelines when performing CCTV inspection review and making lining feasibility assessments: 1. Sags: Any section of a sewer main segment that has a sag which causes sewage levels to continuously reach one third (1/3) pipe or greater, and which is longer than ten (10) feet in length shall be noted on the Video Inspection Tracking Log and presented to the Engineer. The Engineer shall make the final determination of whether the sag is acceptable or needs repair prior to lining. In the event that a repair is necessary, the entire sewer main segment shall be removed from the contract. 2. Protruding Laterals: Any side sewer Lateral that encroaches beyond the inside diameter of the sewer main host.pipe shall be considered a protruding lateral. The Contractor shall take appropriate measures to internally remove that portion of the lateral that is protruding. The method used to remove the protrusion shall not be destructive to that portion of the side sewer lateral outside of the inside surface of the sewer main host pipe, and shall result in a smooth, non -jagged edge which will not hinder in any way the quality of the installation of the CIPP liner system. If the Contractor is unable to remove the protruding lateral, it shall be noted on the inspection report and Video Inspection Tracking Log and presented to the Engineer. The Engineer shall make the final determination of whether the protruding lateral is acceptable or needs repair prior to lining. In the event that a repair is necessary, the entire sewer main segment may be removed from the contract by the Owner. 67 07/15/2015 3 4. S R Internal removal of protruding laterals shall be incidental to the bid item "Pre - Installation Cleaning and Inspection". Bends and Curves: If, in the opinion of the Contractor, there exists a section in the sewer main segment with bends or curves which may prevent lining operations, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted on the inspection report and Video Inspection Tracking Log and presented to the Engineer. The Engineer shall review the defect and, if warranted, may remove the sewer main segment from the contract. Offset Joints: Any joint that is offset by more than one half (1/2) on an inch in an 8- inch diameter pipe or one (1) inch in a 10-inch diameter or larger pipe shall be noted on the inspection report and Video Inspection Tracking Log and presented to the Engineer. The Engineer shall review the defect and make a final determination of whether the offset is acceptable or needs to be repaired prior to lining. Roots and Hanging Gaskets: The Contractor is required to remove all roots and hanging gaskets within the sewer main pipe as a part of the cleaning operations. If there are any roots growing into the main from a side sewer lateral the Contractor shall take measures to cut them back to the point that they are no longer in the main. The Contractor shall note these occurrences on the inspection report and Video Inspection Tracking Log. Other Defects: Any other defects in a sewer main segment that, in the Contractor's opinion, will impede the Contractor's ability to clean and/or line to the level of quality required within these contract provisions shall be noted on the inspection report and Video Inspection Tracking Log and presented to the Engineer. The Engineer shall review the defect and, if warranted, remove the sewer. main segment from the contract. 7-20.3(6) Active/Inactive Side Sewer Tap Assessments Based on existing information and the Pre -Installation Inspection DVD/Report, the Engineer shall determine the active/inactive status of all side sewer connections to a sewer main segment. Every side sewer connection shall be given a status of active or inactive and that status shall be recorded on the Main Segment Cut Sheet. Main Segment Cut Sheets will be provided to the Contractor within ten (10) working days after the receipt of the Pre -Installation submittal in printed format. The "Cut Sheets" will be developed after the Engineer has reviewed the Pre -Installation CCTV Inspection DVDs, and associated inspection reports. The Engineer will note the side sewer footages (as determined in the CCTV inspection), active/inactive status of the side sewer connection, and the clock position of the connection on the cut sheet. The Contractor shall only reinstate side sewers that are identified by the Engineer as being active. If the Contractor reinstates a side sewer that is inactive, the Contractor has effectively introduced a point for inflow and infiltration (1/1) to enter the sewer main segment. In this circumstance the Contractor shall perform an appropriate internal or external spot repair to remove this potential source of 1/1 at their own expense. Spot repair methods and materials shall be approved by the Engineer prior to implementation. If the Contractor fails to reinstate an active side sewer, the Contractor shall reinstate the side sewer at their expense. The Contractor shall be held financially liable for all claims for damages resulting from the missed reinstatement. 7-21 GENERAL SPECIFICATIONS FOR CURED IN PLACE PIPE (CIPP) (New Section) 7-21.1 Description This Section specifies rehabilitation of pipelines by the installation of resin -impregnated liner cured in place piping. Service connections and manholes may be rehabilitated with I 68 1 07/15/2015 F products specified in other Sections. Contractor shall coordinate rehabilitation of manholes, mainlines, lateral interfaces, and laterals with product installers. Contractor shall ensure that resin systems are compatible with all rehabilitation products that they will contact. 7-21.1(1) Related Work Specified Elsewhere Resin Impregnated Fabric CIPP, Section 7-22. Resin Impregnated Fiberglass CIPP, Section 7-23. 7-21.1(2) Licensing The Contractor or sub -contractors shall be registered to work in the City of Renton. The Contractor or sub -contractor installing the CIPP shall have a current license agreement with the product Manufacturer or Assembler. Individuals installing the CIPP shall be certified by the product Manufacturer or Assembler. Lining installation shall be in accordance with the requirements of the product Manufacturer or Assembler and as directed by their Technical Representative. This includes the correction of defective work. Certification showing that the Installer is currently licensed by the appropriate licensor to perform CIPP installation shall be provided. 7-21.1(3) Contractor and Manufacturer Qualifications The Manufacturer of the CIPP liner shall have a minimum of 200,000 linear feet of CIPP successfully installed in accordance with these specifications. Manufacturer's using standards other than those listed in these specifications shall demonstrate to the satisfaction of the Owner that the standards followed produce a product that is, at a minimum, equal to the quality of product developed using the listed standards. The CIPP lining Contractor shall have a minimum of five (5) successfully completed projects totaling a minimum of 50,000 lineal feet using the proposed CIPP rehabilitation technology. In addition, the Contractor's project superintendent shall have a minimum of three (3) successfully completed projects totaling a minimum of 25,000 lineal feet using the proposed CIPP rehabilitation technology. The Contractor's identified project superintendent shall be on the project for the duration of the project and shall be available at all times during the CIPP rehabilitation. At least one person on the Contractor's installation crew shall have a minimum of one (1) year of CIPP installation experience and shall be on the project site at all times. The Contractor's identified Lateral Cutting Technician shall have minimum of one (1) year of experience reinstating laterals. Wastewater collection system rehabilitation products submitted for approval shall be provided with third party test results supporting long-term performance and structural ' strength of the product. Third party test result data shall be satisfactory to the Engineer. Test samples shall have been prepared so as to simulate the installation methods and trauma of project conditions. ' 7-21.1(4) Contractor Submittals All procedures or material descriptions requiring the Engineer's approval shall be submitted not less than 15 calendar days prior to mobilizing or commencing any CIPP activities at the site of the work and shall include the following information: 1. CIPP Lining Plan to include the following: • Work sequence organized by pipeline section with installation schedule. ' • Confirmation of liner length. • Locations of all service connections with disposition for each. • Anticipated cleaning and preparation requirements. • Sewer Service Interruption Notification Plan. 11 69 07/ 15/2015 2. Manufacturer's certificate(s) indicating that the supplied lining materials meet the requirements of the Specifications, ASTM standards and a certificate of compliance from an independent third party lab. 3. Details on all lining materials and resins. 4. Name of resin supplier and liner fabric supplier. 5. Manufacturer's or Assembler's certification that the liner materials and system are in compliance with the specifications, codes, and standards referenced in these specifications. 6. Test reports on testing of CIPP products. 7. Manufacturer's or Assembler's recommendations for factory and field (whichever applies) wet out procedures including: volume of resin per unit of liner, mixing ratios and procedures for resin and catalyst/hardener, shelf life of resin, pot life of resin, required wet out procedure to ensure full saturation, and other criteria deemed necessary to ensure proper wet out of the liner. 8. Manufacturer's or Assembler's data sheets for factory wet out and/or Contractor's data sheets for field wet out showing: quantity of resin and catalyst used for each length of liner, at or prior to time of installation. 9. Manufacturer's or Assembler's certification that all Manufacturer's or Assembler's wet out recommendations have been followed on all lengths of CIPP which have factory wet out, at or prior to time of installation. 10. Manufacturer's or Assembler's recommendations for storage procedures and temperature control, handling and inserting the liner, curing details, service connection methods, trimming and finishing, and minimum equipment requirements to allow for an adequate installation. 11. Manufacturer's or Assembler's recommendations and procedures for minimum and maximum pressures, temperatures, and time durations to be used. 12. Data on Contractor's equipment to be used on site including: type and tolerance of temperature gages and thermocouples used to monitor cure temperature; type and tolerance of equipment used to generate liner inversion pressure; make model, and technical data of all equipment used to generate heat for the curing process; make, model and technical data of backup equipment used to maintain curing temperature; rough size of vehicle(s) which carries the CIPP pipe and installation equipment. 13. Pipe sizing certified calculations demonstrating that the liner has been properly sized to avoid the creation of wrinkles or folds. 14. Manufacturer or Assembler onsite Representative's Certification that the Contractor's installation meets all requirements of the Manufacturer or Assembler and will not void the Owner's warranty. 15. CIPP field samples from previous field installations of the same resin system and tube materials as proposed for the actual installation. Field sampling procedure shall be in accordance with the latest version of ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. 16. Material Safety Data Sheets for resins, hardeners, catalysts, solvents, and all other compounds or chemicals to be used on the job site. 17. Data logger output in graphic format showing pipe section, time, pressure, and temperature during activation, heating, curing, and cool down. 18. Informational hand out that describes the materials, processes, and odors associated with the lining process. This handout shall be provided at the request of concerned residents. I F F 1 70 1 07/15/2015 7-21.1(5) Quality Assurance The Manufacturer or Assembler shall provide the following: 1. List of inspection items that should be observed and recorded. Inspection items include pre -installation activities, product identification, installation procedures, equipment operations, and post -installation activities. 2. Review all post -installation CCTV tapes of the installed liner. Following this ' review the Manufacturer's or Assembler's representative shall provide certification to the Engineer ensuring that the Contractor's installation meets the Manufacturer's or Assembler's requirements and will not void the warranty. The finished CIPP 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 de -lamination. ' Wrinkles in the finished CIPP greater than S percent of the pipe diameter are 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 Engineer for review and ' approval. 7-21.1(6) Warranty ' The Contractor shall warrant each mainline sewer lined with the specified product against defects in materials, surface preparation, lining application, and workmanship for a period of 24 months from the date of final acceptance of the project. The Contractor shall, within one month of written notice thereof, repair defects in materials or workmanship that may ' develop during said 24-month period. Defects shall be defined as: visible leakage of groundwater through the CIPP system, de -lamination of any portion of the CIPP system as visible from CCTV inspection, or separation of any part of the CIPP system from the host ' pipe to the extent that the CIPP system inside diameter in the separated area is 90 percent or less of the completed CIPP system inside diameter. The Contractor shall also repair any damage to other work; damage to sewer system components (including pump stations) damages to buildings, houses or environmental damage caused by the backup of the sewer ' because of the failure of the lining system or repairing of the same at the expense of Contractor, and without cost to the Owner. Repairs shall include removal of the existing liner and re -lining if possible, or excavation and replacement of the section of pipe where the defect occurs. 7-21.2 Materials 7-21.2 1 Cured in Place Resin Impregnated Material in General () The liner shall be designed for a "fully deteriorated" pipe condition in accordance with the procedures of the latest edition of ASTM F1216, Appendix XI and these specifications. All material properties used in design calculations shall be long-term (time -corrected) values. The Contractor shall be familiar with the existing site conditions when preparing the liner ' design. The CIPP will be continuous in length and the wall thickness shall be uniform. No overlapping sections shall be allowed in the circumference or the length of the liner. The CIPP will be capable of conforming to offset joints, bells, and disfigured pipe sections. It shall be able to stretch to fit irregular pipe sections and negotiate bends. 1 The CIPP resin shall be compatible with the liner fabric, other rehabilitation systems it may contact, and the host pipe materials. 1 71 07/15/2015 The CIPP shall be marked at a distance of regular intervals along its entire length, not to exceed 5 feet. Markings shall include Manufacturer's or Assembler's name or identifying symbol. The CIPP liner shall be manufactured with materials from a consistent supplier. All materials of similar type shall be from a single source for the entire project. The composite materials of the liner tube and resin shall, upon installation inside the host pipe, exceed the following minimum test standards, based on restrained sample cured in host pipe and flat plate sample: ical Properties Flexural Strength (ASTM D790) 4,500 psi Flexural Modulus (ASTM D790) Short Term 300,000 psi Flexural Modulus (ASTM D2990) Long Term 150,000 psi Tensile Strength (ASTM 1216 [pressure pipe only]) 3,000 psi The CIPP shall be fabricated to a size that, when installed, will tightly fit the internal circumference and length of the original pipe. 1. Allowance shall be made for circumferential and longitudinal stretching during the installation process. 2. Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Section 6.3.1 or better. The liner thickness shall be designed based on the engineering formulas listed in ASTM D638 and F1216 for fully deteriorated pipes. The thickness shall be sufficient to prevent groundwater from entering the pipe, while maintaining the maximum cross -sectional pipe area possible. Contractor shall prepare design calculations for approval prior to performing the lining work. The submitted design calculations shall provide the following information as a minimum: 1. Manhole to Manhole designation 5321-010 to 5321-009 2. Pipe Nominal Diameter (inches) 3. Minimum Liner thickness (inches) 4. Proposed Liner Thickness (inches) The following parameters shall be assumed for the liner design: 1. Modulus of soil reaction, E's = 1,500 psi (fully deteriorated) 2. Unit weight of soil = 140 pcf 3. The minimum ovality for straight runs shall be 2.0 percent 4. AASHTO H2O traffic loads 5. AREMA E-80 railroad loads 6. Groundwater at the surface 7. Factor of Safety, N=2.0 For liners inserted by the inversion method, the CIPP shall be coated on one side with a translucent waterproof coating of: 1. Polyvinyl chloride (PVC) 2. Polyurethane For liners inserted by the pull/winch method, the CIPP shall be coated on one side with a translucent waterproof coating of: 1. Polyvinyl chloride (PVC) 2. Polyurethane 1 11 72 r07/15/2015 I 3. Polyethylene 4. Polypropylene 7-21.2(2) Resin The resin/liner system shall meet the 10,000 hour test in accordance with Section 8.2.2 Test Methods of ASTM D 5813. Prior to construction, the Contractor shall submit an infrared spectrum chemical fingerprint of the type of resin to be used for this project. 7-21.2(3) Physical Properties The CIPP shall be corrosion resistant to withstand exposure to sewage gases containing quantities of hydrogen sulfide, carbon monoxide, diluted sulfuric acid, and other chemical reagents typical of sewage conveyance. Chemical resistance of the installed CIPP shall meet the chemical resistance requirements of ASTM D543 when subjected to the following solutions: Chemical Solution Concentration, percent Tap Water (pH 6-9) 100 Nitric Acid 5 Phosphoric Acid 10 Sulfuric Acid 10 Gasoline 100 Vegetable Oil 100 Detergent 0.1 Soap 0.1 The hydraulic profile of the installed CIPP shall be maintained as large as possible. The CIPP 1 shall have at a minimum the full flow capacity of the original pipe before rehabilitation. Calculated capacities may be derived using commonly accepted roughness coefficients for the existing pipe material taking into consideration its age and condition. ' Physical properties shall be subject to ASTM D 2122. 7-21.3 Construction Requirements 7-21.3(1) Preparation The Contractor shall make all necessary provisions to ensure service conditions and structural conditions of host pipe are suitable for installation and warranty of the liner. The ' Contractor shall verify the lengths in the field prior to ordering and prior to impregnation of the tube with resin, to ensure that the tube will have sufficient length to extend the entire length of the run. The Contractor shall also measure the inside diameter of the existing pipelines in the field prior to ordering liner so that the liner can be installed in a tight -fitted condition. ' 7-21.3(1)A Flow Management It shall be the Contractor's responsibility to maintain operation of the existing sewer systems throughout the duration of the project without any interruption of sewer service. The Contractor shall divert all flows around each segment of the pipe designated for ' rehabilitation. This diversion shall consist of redirecting flow from an upstream manhole and discharging it to a manhole downstream of the rehabilitation operation. This can be accomplished via a combination of pumping and/or gravity flow. After the work is 1 73 07/ 15/201 completed, flow shall be returned to the rehabilitated sewer system. The area affected by the bypass operation shall be fully restored. Bypass pumping shall be scheduled for continuous operation. Back-up equipment shall be on -site and available for periods of maintenance, refueling or failure of the primary bypass pump(s) or diversion system. Bypass pumping shall be done in such a manner as not to damage private or public property, or create a nuisance or public menace. The bypass - pumping pipe shall not block any driveways or intersections unless approved by the Engineer. The sewage shall be pumped through a watertight hose or pipe that is adequately protected from traffic. The discharge of raw sewage to private property, city streets, sidewalks, storm sewer, or any location other than an approved sanitary sewer is prohibited. The Contractor shall be liable for all cleanup, damages, and resultant fines should the Contractor's operation cause any backups or overflows. The Contractor's bypass operation shall be sized to handle, at a minimum, the full pipe capacity in each subject line removed from service. If flow conditions are greater than full pipe, the Contractor may elect to wait for flow conditions to subside prior to removing the subject line from service. Working days will not be charged for the period of time during which the flow is greater than full pipe. No additional payment will be made for periods of high flows during which the Contractor elects to wait for lower flows. Once the Contractor removes a section of line from service he/she is responsible to bypass any and all flow in the system during construction, even in the event the system surcharges and exceeds the full pipe capacity, until the line is returned to service. All bypassing systems shall be approved by the Engineer. A plan for bypassing the existing sewer system shall be submitted by the Contractor for review. The Contractor's plan for bypass pumping shall be satisfactory to the Owner before the Contractor will be allowed to commence bypass pumping. The sewage bypass pumping plan shall include an emergency response plan to be followed in the event of a failure of the bypass pumping. The review of the bypassing system and equipment by the Engineer shall in no way relieve the Contractor of his responsibility and public liability. The Contractor shall coordinate activities with impacted property owners. Property Owners shall be notified that their side sewer will be out of service for a specified period of time, as approved by the Engineer. When there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any other service interruption, i.e., hospitals, care facilities, restaurants, etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required prior to insertion of the liner system. The Contractor shall verify whether a property is able to be interrupted prior to lining operations 7-21.3(1)B Cleaning Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements. 7-21.3(1)C Point Repairs Advise the Engineer of any point requiring repairs that can only be performed by excavating the defect and removing or repairing the obstruction. Grout defects in the host pipeline including but not limited to open joints, fractures, cracks, and holes in the pipeline as follows: 1. Grout all defects as recommended by liner manufacturer or installer. 2. Grout all locations with active infiltration. Make point repairs of any host pipe defect that can be removed by conventional sewer cleaning equipment or by remotely performed repair methods acceptable to the Engineer Remove protruding laterals, rolled gaskets, roots, mineral deposits, and other objects protruding into the host pipe, internally with a remote controlled cutter. I� n 74 F1 07/ 15/2015 �J 11 Ll P_ 7-21.3(1)D Manholes Protect all manholes to withstand forces generated by the equipment while installing the liner. 7-21.3(2) Liner Installation 7-21.3(2)A Inversion Method 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. The application of a hydrostatic head, compressed air, or other means shall fully extend the liner to the next designated manhole or termination point and inflate and firmly adhere the liner to the pipe wall. The liner shall be installed at a rate less than 10 feet per minute at all times. Liner shall not be installed through intermediate manholes unless specifically requested in advance in writing and approved by the Engineer. Liner installation shall be in accordance with ASTM F 1216, Section 7. When inversion is by hydrostatic head, the Contractor shall use methods that control the installation rate, accounting for the increase in hydrostatic head in pipes that have significant elevation change. 7-21.3(2)B Pull/Winch Method The impregnated tube shall be pulled into place within the host pipe with the aid of a power winch that is equipped with a device to monitor the force and prevent excessive tension and tube elongation. The maximum allowable longitudinal elongation, or stretch, of the material shall be one (1) 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. The Contractor shall use a flexible and impermeable calibration hose to inflate the tube. The calibration hose may or may not remain in the complete installation. Hose materials remaining in the installation shall be compatible with the resin system used, shall bond permanently with the tube, and shall be translucent to facilitate post -installation inspection. Hose materials that are to be removed after curing shall be of non-bonding material. Liner installation shall be in accordance with ASTM 1743, Section 6. 7-21.3(2)C Finished Pipe Liner The finished lining shall be continuous over the entire length of an installation run and be free of visual defects such as foreign inclusions, dry spots, pinholes, wrinkles, and de - lamination. The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to inside the lined pipe. Any defect, which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor's expense, in a manner approved by the Engineer. The beginning and end of the CIPP liner shall be cut flush at the inlet and outlet points in the manhole, and the ends sealed with a resin mixture compatible with the liner/resin system and shall provide a watertight seal. Sealing material and installation method shall be submitted to and approved by the Engineer prior to start of construction. 75 07/15/2oU Hydraulic cements and quick -set cement products are not acceptable. 7-21.3(3) Service Connection Restoration Internally restore by using a pivot -headed CCTV camera and a remote cutting tool to locate the service connections from inside the lined pipe and cutting a hole matching the service connection diameter. Provide a hole free from burrs or projections and with a smooth and crack -free edge. The hole shall be 95 percent minimum of the original service connection interior diameter. The invert of the reinstated service opening shall match the invert of the service connection. Service connection restoration shall be recorded on DVD disc and shall include a pan and tilt view of the entire lateral circumference following cutting. Other methods may be used as approved by the Engineer. 7-21.3(4) Testing 7-21.3(4)A Material Testing Provide certified test results of the properties of the cured lining material from the actual installed CIPP at a minimum of one location per each liner insertion setup. The cured CIPP shall be sampled and tested for flexural strength and flexural modulus in accordance with the requirements of ASTM D790. Liner thickness shall be determined at a minimum of three (3) locations on a cut section of the liner using a method of measurement accurate to the nearest 0.005 inch. Wall thickness of samples shall be determined as described in ASTM F1743, Section 8.1.6. The minimum wall thickness at any point shall not be less than 87-1/2 percent of the design thickness. 7-21.3(4)B Field Testing Low Pressure Air Test: Mainlines without service connections shall be low pressure air tested in accordance with Section 7-17 of these specifications. 7-22 RESIN IMPREGNATED FABRIC CIPP (New Section) 7-22.1 Description This Section specifies rehabilitation of pipelines by the installation of resin -impregnated fabric liners. 7-22.1(1) Related Work Specified Elsewhere General Specifications for Cured In Place Pipe (CIPP), Section 7-21. 7-22.2 Materials 7-22.2(1) Cured in Place Pipe Liner 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, withstanding installation and curing pressures, as required in ASTM F 1216, Section 5; ASTM F 1743, Section 5; and ASTM D 5813, Sections 5, 6, and 8. Seams in the CIPP shall be stronger than the non -seamed felt. 7-22.2(2) Resin The resin shall be a chemically resistant isopthalic based polyester thermoset resin and catalyst system, or epoxy resin and hardener that is compatible with the installation process. Vinyl Esters may be used, however, they shall only be used when specifically called for by the Engineer. The resin should be able to cure both in the presence, and without the presence of water, and the initiation temperature for cure should be less that 180 degrees Fahrenheit. When properly cured the resin liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and ASTM F1743. 76 1 07/ 15/2015 The activated resin shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as Creallova® CHROMA CHEM 844-7260 Phthalo- Blue, or equivalent, at a level of 0.01-0.035 % by the weight of the resin. The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin, to serve as a multi -purpose visual quality assurance indicator. ' 7-22.2(3) Physical Properties The wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color. 7-22.3 Construction Requirements 7-22.3(1) Preparation 7-22.3(1)A Cleaning Clean and prepare pipe per CIPP Manufacturer's or Assembler's requirements. 7-22.3(2) Installation 7-22.3(2)A Resin Impregnation The quantity of resin used for the fabric tube impregnation shall be sufficient to fill the ' volume of all voids in the fabric tube material with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the host pipe wall. A vacuum impregnation process shall be used. To insure thorough resin saturation throughout the length of the felt tube the level of the vacuum and the speed of the resin advance shall be coordinated so that white spots (dry areas) at the inside surface of the flexible membrane shall be small, shallow, less than 10% of the fabric tube wall thickness or 3-mm, whichever is less, and be less than 1% of the volume of the resin per unit length. A roller system shall be used to uniformly distribute the resin throughout the fabric tube. The roller gap dimension shall be calculated by a method that determines the correct ' volume of resin/felt per foot contained within the confining perimeter of the flexible membrane. The "wet -out" fabric tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have 'a uniform thickness and excess resin distribution that when compressed at installation pressures will meet or exceed the design thickness after cure. ' No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. The person in charge of the "wet -out" process shall complete and sign a "wet -out" sheet for "wet ' each liner to be delivered to the site. The certified -out" sheet shall include, but is not limited to, "wet -out" date, resin identification, fabric tube length, diameter, and thickness. The Contractor must submit to the Engineer the signed "wet -out" sheet for each liner delivered to the site. Additionally, the Contractor shall submit a sample "wet -out" sheet ' from a previous job for the Engineer's review prior to the start of the "wet -out" process for the current project. I The Owner reserves the right to inspect all phases of production and testing of materials, from manufacturing, shipping, "wet -out", installation, and cure, to finished product Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the 1 inversion method only. 11 77 07/ 15/2015 7-22.3(2)B Water, Air or Steam Curing After placement of the liner is complete, provide a suitable heat source and distribution equipment. The equipment shall be capable of circulating hot water, air, and/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. The heat source shall be fitted with continuous monitoring thermocouples to measure and record the temperature of the incoming and outgoing water, steam, and/or air supply. Water, steam, or air temperature during the cure period shall meet the requirements of the resin Manufacturer or Assembler as measured and recorded at the heat source inflow and outflow return lines. 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 or Assembler to meet resin system requirements. Temperature shall be maintained during the curing period as recommended by the resin Manufacturer or Assembler, and shall follow the heating schedule supplied by the Manufacturer or Assembler. A data logger shall record temperature, pressure, and time during activation, heating, and curing. 7-22.3(2)C Cool Down Cool the liner down to temperature specified by Manufacturer or Assembler following the cure period for duration specified by Manufacturer or Assembler, prior to relieving static head. 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. A data logger shall record temperature, pressure, and time during cool down. 7-23 RESIN IMPREGNATED FIBERGLASS CIPP . (New Section) 7-23.1 Description Contractor shall provide and install a resin impregnated fiberglass material tube with a plastic coated wearing surface in all sewers identified for CIPP lining in accordance with ASTM F 1216 and ASTM F 2019. 7-23.1(1) Related Work Specified Elsewhere General Specifications for Cured In Place Pipe (CIPP), Section 7-21. 7-23.1(2) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the City. I 11 i� d 78 1 07/ 15/2015 I� 11 11 Reference Title ASTM D 543 Test Method for Resistance of Plastics to Chemical Reagents ASTM D 578 Standard Specification Glass Fiber Strands ASTM D 638 Test Method for Tensile Properties of Plastics ASTM D 790 Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials ASTM D 883 Definitions and Terms Relating to Plastics ASTM D 1600 Abbreviations, Acronyms, and Codes for Terms Relating to Plastics ASTM F 412 Definitions of Terms relating to Plastic Piping Systems ASTM F 1216 Rehabilitation of Existing Pipelines and Conduits by Inversion and Curing of a Resin Impregnated Tube ASTM F 2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the. Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured -in -Place Thermosetting Resin Pipe (CIPP) 7-23.1(3) CIPP Liner Samples The Contractor shall prepare samples of the installed CIPP liner for subsequent testing of its physical properties. Samples shall be prepared and tested using the flat plate sampling method in accordance with the procedures in Section 8.1 of ASTM F 1216 or ASTM F 2019, as is applicable. The sample will be constructed on the same materials (tube and resin/catalyst) as is used for that given liner installation. The flat plate sample shall be large enough to provide five sample specimens for each Short Term Flexural (Bending) properties as per ASTM D 790 and ASTM D 638 respectively. The cured sample shall be tested by an independent testing laboratory, as recommended by the CIPP liner manufacturer and approved by the Engineer, for the bending and tensile properties, as per ASTM D 790 and ASTM D 638 respectively. Final payment will not be made until test results are received. The Contractor shall be responsible for any deviation from the specified physical properties and those evaluated through testing. Failure to meet the specified physical properties will result in the CIPP liner being considered defective work which will be handled in accordance with Section 1=05 of the standard specifications. The Contractor shall be responsible for all costs associated with the testing of the liner physical properties. The above -stated sampling shall be performed for each separate installation of CIPP. For example: one flat plate sample from each individual pipeline liner installed. The wall thickness of the material tube shall be ordered to the next standard 1.0 mm incremental thickness above the minimum calculated design thickness. Unless otherwise specified to provide for excess resin migration, the gap thickness of the wetting -out equipment shall be sized to allow an excess of 5 to 10 percent resin to pass during ' impregnation. The minimum wall thickness shall be determined at a minimum of three locations on a cut section of the CIPP flat plate sample using a method of measurement accurate to the nearest 0.005 inch. r 7-23.1(4) CIPP Liner Handling Contractor shall exercise adequate care during transportation, handling, and installing to ensure the CIPP material is not torn, cut, or otherwise damaged. If any parts of the CIPP materials becomes torn, cut, or otherwise damaged before or during insertion, it shall be 1 r 79 07/ 15/2015 repaired or replaced in accordance with the manufacturer's recommendations and approval by the Engineer before proceeding further; and at the Contractor's expense. 7-23.2 Materials 7-23.2(1) General Specifications All materials and installation procedures provided by the Contractor for use in the. CIPP installation process shall be equal to or exceed the requirements of Sections 5 and 7 of ASTM.F 1216 or ASTM F 2019 Section 5 and 6, as is applicable. Wrinkles in the finished liner pipe which cause a backwater of one (1) inch or more or reduce the hydraulic capacity of the pipe (wrinkles which exceed five (5) percent of the pipe diameter) are unacceptable and shall be removed or repaired by the Contractor at no additional cost to the Owner. Wrinkles in the finished liner pipe that reduce the structural stability of the pipe are unacceptable. If a void between the wrinkle and the pipe exists, the Contractor shall repair or replace that section of the pipe at. no additional cost to the Owner. Methods of repair shall be proposed by the Contractor and submitted to the Engineer for review. Contractor shall be responsible for control of all material and process variables to provide a finished CIPP possessing the minimum properties specified in ASTM F 1216 or ASTM F 2019, as is applicable and supplemented herein. 7-23.2(2) Chemical Resistance The chemical resistance tests should be completed in accordance with Test Method ASTM D 543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the CIPP test specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F 1216 or ASTM F 1743, whichever is applicable. The Contractor shall be responsible for all costs associated with the chemical resistance tests. Proof of meeting these requirements shall be provided to the Engineer for approval at least ten (10) days prior to commencement of work. 7-23.2(3) Component Properties The fiberglass tubing shall be made of non corrosion material and shall be free from tears, holes, cuts, foreign materials and other surface defects. The physical properties apply to CIPP manufactured polyester or vinylester resin. Resins should be appropriate for conditions encountered. 7-23.2(4) Finished and Cured CIPP Liner Properties The physical properties of the cured CIPP shall have minimum initial test values as given in Section 17-21. Properties for these or any other enhanced resins shall be substantiated with test data. 7-23.2(5) Dimensions Contractor shall make allowances in determining the in -liner tube length and circumference for stretch during installation and shrinkage during curing. The minimum length shall be that which continuously spans the distance from the center of the inlet manhole to the center of the outlet manhole. The Contractor shall verify the lengths in the field before the in -liner tube is cut and impregnated. Individual installation runs may include one or more manhole -to -manhole sections as approved by the Engineer. Installation of the liner shall be through existing or new manholes. Excavation for liner insertion shall not be permitted except to replace the manhole cones, if necessary and/or required. 80 I 07/15/201 5 The diameter of the existing pipes may be larger than the nominal inside diameter. It is the Contractor's responsibility to determine the required diameter of the liner. The maximum wall thickness shall be at least the calculated design thickness, or the minimum specified, to increase the diameter only as much as necessary. 7-23.3 Construction Requirements 7-23.3(1) Installation Procedures It is forbidden to "wet -out" in -liner at the construction site because of external influences such as heat, no possibilities to control vacuum and correct mixture of resin. The Contractor shall ensure that the pressure inside of the CIPP tube exceeds the outside pressure due to groundwater. 7-23.3(1)A Installation Process The liner will be installed by the pull/winch method. The Contractor has to make sure that at no time resin can come in contact to the groundwater and cause environmental issues. Preparing the old pipe or inversion of a pre - liner is part.of the installation and is included without any additional costs. Before pulling the in -liner in, a protective foil has to be installed. The in -liner tube shall be impregnated with resin and lowered into the manhole. The tube shall then be pulled into position within the existing pipe with the aid of a power winch that is equipped with a device to monitor the force and prevent excessive tension and tube elongation as determined by the liner manufacturer. The pipe shall then be inflated with air. The in -liner has to be inspected immediately before starting the curing process. 7-23.3(1)B Curing Pre -curing video inspection of the inflated liner must be recorded and the entire length of the liner must be recorded including the liner section that the light chain occupies at any one time. Two cameras must be located on the light chain, one on the front and one on the rear of the light chain to insure the entire length of the liner has been properly inflated. Curing must be done under UV — Light only. The curing process shall follow a step cure or similar approach recommended by the manufacturer and approved by the Engineer, and shall be held at the top step for an adequate length of time as determined by the liner 1 manufacturer to ensure that the design physical properties are attained. Pressure, temperature and curing process shall be monitored by both, computer and video at any time as determined by the liner manufacturer. 7-23.3(2) Finished Product The finished CIPP shall be continuous over the entire length of an installation run. Defects such as foreign inclusions, dry spots, pinholes, de -lamination, and wrinkling beyond 1 the specification allowances, determined by the Engineer as affecting the integrity or strength of the CIPP, or as adversely affecting the hydraulic capacity of the CIPP, shall be repaired or replaced at the Contractor's expense. ' 7-24 MANHOLE REHABILITATION (New Section) 7-24.1 Description ' This Section specifies work, materials and equipment necessary for the installation of coatings applied to the interior of concrete and masonry sanitary sewer manholes and manhole risers to eliminate infiltration, provide corrosion protection, and repair voids utilizing a monolithic, fiber -reinforced, structurally enhanced, cementitious-based liner ' material sprayed applied to the wall and bench surfaces of the manhole structure. 1 81 07/ 15/201 5 A large portion of the rehabilitation work is located outside of public rights -of -way, both within and behind an apartment complex. The Contractor shall be responsible to properly secure materials and equipment utilized to perform the work required for this project. The Contractor shall coordinate with property owner(s) to preserve access within the site and maintain the site in a safe manner. 7-24.1(1) Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herein and shall be the latest editions thereof. Where differences exist between codes and standards, the one affording the greatest protection shall apply, as determined by the Owner. Reference Title ASTM C 78 Flexural Strength of Concrete (Using Simple Beam with Third Point Loading) ASTM C 94 Ready -Mixed Concrete ASTM C 109 Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or 50- mm Cube Specimens) ASTM C 234 Comparing Concretes on the Basis of the Bond Developed with Reinforcing Steel ASTM C 321 Bond Strength of Chemical -Resistant Mortars ASTV C 496 Splitting Tensile Strength of Cylindrical Concrete Specimens ASTM C 596 Drying Shrinkage of Mortar Containing Portland Cement ASTM C 666 Resistance of Concrete to Rapid Freezing and Thawing ASTM C 827 Change in Height at Early Ages of Cylindrical Specimens from Cementitious Mixtures ASTM C 952 Bond Strength of Mortar to Masonry Units ASTM C 1244 Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test 7-24.1(2) Licensing The Contractor or sub -contractors shall be registered to work in the City of Renton. The Contractor or sub -contractor installing the manhole rehabilitation product shall have a current license agreement with the product Manufacturer or Assembler. Individuals installing the manhole rehabilitation product shall be certified by the product Manufacturer or Assembler. Manhole liner installation shall be in accordance with the requirements of the product Manufacturer and as directed by their Technical Representative. This includes the correction of defective work. Certification showing that the Installer is currently licensed by the appropriate licensor to perform the manhole liner installation shall be provided. 7-24.1(3) Contractor and Manufacturer Qualifications The Manufacturer of the manhole rehabilitation liner product shall have a minimum of 10 year history of successfully installed manhole rehabilitation liners in accordance with these specifications. Manufacturer's using standards other than those listed in these specifications shall demonstrate to the satisfaction of the Owner that the standards 82 1 07/15/201 5 ii I 1 1 followed produce a product that is, at a minimum, equal to the quality of product developed using the listed standards. Product application shall be performed only by workmen who are factory trained and experienced to apply the proposed manhole rehabilitation liner product. Applicators to perform coating installation work, including spray operators as applicable, shall be certified by the manufacturer. The Applicator shall have a minimum of three (3) years experience and have successfully used the specified product on a minimum of 100 manholes. The Contractors shall provide references and documentation of certification and experience. Applicator shall be the person responsible for the actual work, either as the foreman or the person actually applying the coating system. 7-24.1(4) Contractor Submittals All procedures or material descriptions requiring the Engineer's approval shall be submitted not less than 15 calendar days prior to mobilizing or commencing any manhole rehabilitation activities at the site of the work and shall include the following information: 1. Manufacturer's technical literature on coating material, and description of installation method that includes the following: • Manufacturer's name and product name • Physical properties, tensile/compressive/flexural strength, volatile organic compound (VOC) content, etc. • Surface preparation requirements • Primer type, where required • Environmental controls and requirements for application and worker safety • Maximum dry and wet mil thickness per coat • Minimum and maximum curing time between coats, including atmospheric conditions for each • Curing time before submergence in municipal wastewater • Thinner to be used with each coating • Ventilation requirements • Allowable application methods • Maximum storage life and storage requirements • Material Safety Data Sheets • Minimum and maximum relative humidity requirements • Minimum and maximum surface temperature requirements • Minimum and maximum ambient temperature requirements • Manufacturer's recommended application procedure • ASTM test results indicating the product conforms to and is suitable for its intended use per these specifications 2. Manufacturer's certificate(s) indicating that the supplied lining materials meet the requirements of the Specifications, ASTM standards and a certificate of compliance from an independent third party lab. 3. Manufacturer Qualifications: Submit list of a minimum of 10 manhole rehabilitation projects (at least 500 manholes) completed during the past 5 years. 4. Applicator Qualifications: Submit certification stating applicator is factory trained and approved by manufacturer in application of specified product. Provide list of recently completed manhole rehabilitation projects, including project name and location, names of owner and engineer, and description of products used, substrates, and application procedures. 83 07/15/2oU 5. Bypass Pumping: The Contractor shall submit shop drawings that identify the liner insertion and bypass pumping locations and methods with sufficient detail to assure that the work can be accomplished without sewage spill. The bypass pumping plan shall include an emergency response plan to be followed in the event of a failure of the bypass pumping system. 6. A list of all equipment shall be provided before the equipment is delivered to the worksite. Certification by the individual coating system manufacturer that the application equipment is sufficient to adequately apply the coating. 7. Provide information on planned surface preparation procedures including, when relevant, abrasive media, minimum delivery pressure and flow rate (e.g. 5,000 psig @ 4 gpm), nozzle types (e.g. zero degree rotating nozzle), etc. for coating systems specified. Surface preparation method(s) shall be based upon the conditions of the substrate and the requirements of the protective coating to be applied. Whichever method(s) are used, they shall be performed in a manner that provides a uniform, sound clean neutralized surface. 8. For each prime and finish coating, furnish a 12-inch square sample applied to concrete board. Field sample may be requested by the Owner. 7-24.1(5) Quality Assurance Pre -Application Meeting: Convene a pre -application meeting a minimum of one (1) week before the start of manhole rehabilitation. The meeting shall be attended by all parties directly affecting the work, including the Contractor, Engineer, applicator, and manufacturer's representative. The purpose of the pre -application meeting will be to review surface preparation, invert repair, application process, curing requirements, field quality control, protection and emergency response plans, and coordination with other work. Materials, supplies, and articles provided shall be the standard products of manufacturers. Coatings in a particular system shall be the products of a single manufacturer. The Contractor shall initiate and enforce quality control procedures consistent with applicable standards and the manufacturer's recommendations. The Owner's representative will observe preparation, installation and material handling procedures to ensure adherence to the specifications. Deviations from the manufacturer's printed instructions will not be allowed unless approved in writing by the manufacturer and the Owner before execution of said change. Where there is a conflict between the manufacturer's recommendations and these specifications, the manufacturer's recommendations shall govern. The Contractor shall perform the coating work and vacuum testing on four manholes and qualify the process, materials, and crew before proceeding with the rest of the coating work for the specific coating system. 7-24.1(6) Delivery, Storage, and Handling Material shall be delivered to the job site in their original, unopened containers. Each container shall bear the manufacturer's name brand, batch number, date of manufacture, storage life, and special directions. Coatings shall be stored in enclosed structures and shall be protected from weather and excessive heat or cold. Flammable materials shall be stored in accordance with state and local codes. Materials exceeding storage life recommended by the manufacturer or that have been visibly damaged shall be removed from the site. 84 07/15/2015 1 1� 1 it 1 1�' Ll Protective coating materials are to be handled according to their material safety data sheets. 7-24.1(7) Containment No coating materials, solvents, chemicals, blasting media, or debris of any sort shall be allowed down the sewer. Water from pressure washing (>100 psi) may be allowed down the sewer after any debris has settled, when it is demonstrated to the satisfaction of the Owner that no debris will flow down the sewer. Water applied at less than 100 psi and containing common, household strength detergents, that is used strictly for rinsing the interior surfaces of the manhole may be allowed down the sewer as long as no debris is washed down the sewer. All overspray shall be contained within the manhole. Dust or dry spray mists exiting the manhole shall be contained in the immediate vicinity of the manhole by means of tarps or filtration fabrics. 7-24.1(8) Warranty The Contractor and coating Manufacturer shall equally warrant each manhole coated with the specified product against defects in materials, surface preparation, coating application, and workmanship for a period of 18 months from the date of final acceptance of the project. The Contractor and coating Manufacturer shall, within one month of written notice thereof, repair defects in materials or workmanship that may develop during said 18-month period. Defects shall be defined as: visible leakage of groundwater through the coating or separation of any part of the coating from the host manhole. 7-24.2 Materials 7-24.2(1) General Materials, supplies, and articles provided shall be the standard products of manufacturers. Coatings in a particular system shall be the products of a single manufacturer and shall be compatible with the substrate and each other. All materials shall be approved by the manufacturer. Materials shall not be used until the Owner has inspected the materials and surface preparation. Surface preparation shall be as specified for each product. The standard products of manufacturers other than those specified may be accepted when it is demonstrated that they are equal in composition, durability, usefulness, and convenience for the purpose intended. Requests for substitutions may be considered when submitted per the specifications provided the following minimum conditions are met: • The proposed coating system shall use an equal or greater number of separate coats to achieve the required dry film thickness. • The proposed coating system shall use coatings of the same generic type. • The directions for application and descriptive literature which includes generic type, non-volatile content by volume, material safety data sheets, VOC's by weight per gallon, and other information confirms that the substitution is equal to the specified coating system. • Certified laboratory data sheets showing the results of complete physical property durability tests performed on the proposed substitute. Tests shall be performed by a laboratory which conforms to the provisions of ASTM E329 and which shall be a member of the American Council of Independent Laboritories. • No coating materials shall contain benzene, volatile organic compounds, isocyanates, styrenes, or lead. Blasting material shall be arsenic -free and contain no free silica. Blasting material shall not be reused. m 7-24.2(2) Strong -Seal Systems 7-24.2(2)A Patching Material C 85 07/15/201> Strong -Seal® QSR, a quick setting fiber reinforced calcium aluminate corrosion resistant cementitious material, shall be used as a patching material and is to be mixed and applied according to manufacturer's recommendations and shall have the following minimum requirements: Minimum Requirements Compressive Strength ASTM C109 >800 psi, 1 hrs. >1800 psi, 24 hrs. Bond ASTM C882 >1600 psi, 28 days Calcium Aluminate Cement Sulfate resistant Applied Density 105 Ibs/ft3± 5 Shrinkage ASTM C596 0% at 90% R.H. Placement Time 5 to 10 minutes Set Time 15 to 30 minutes 7-24.2(2)B Infiltration Control Material Strong -Plug®, a rapid setting cementitious product specifically formulated for leak control, shall be used to stop minor water infiltration and shall be mixed and applied according to manufacturer's recommendations and shall have the following minimum reauirements: Minimum Requirements Compressive Strength ASTM C109 >1000psi, 1 hrs. >2500 psi, 24 hrs. Sulfate Resistance ASTM C267 No weight loss after 15 cycles @ 2000 ppm Freeze/Thaw ASTM C666 "Method A" 100 cycles Pull Out Strength ASTM C234 14,000 Ibs Set Time <1.0 minute 7-24.2(2)C Liner Material Strong -Seal® MS2-C cementitious liner shall be used to form a structural monolithic liner covering all interior substrate surfaces and shall be mixed and applied according to manufacturer's recommendations and shall have the following minimum requirements: Item Specification Time MS2-C Compressive Strength ASTM C109 28 days >8000 psi Tensile Strength ASTM C496 28 days >800 psi Flexural Strength ASTM C293 28 days >1500 psi Shrinkage @ 90% R.H. ASTM C596 28 days 0% Bond ASTM C882 28 days >2000 psi Density, When Applied - N/A 134 ± 5 Ibs/ft3 Freeze/Thaw ASTM C666 N/A 100 cycles (no visible damage) Strong -Seal® MS2-C® shall be made with calcium aluminate cement and shall be used according to manufacturer's recommendations in applications. Strong -Seal® MS2-C® product or approved equivalent shall be factory blended requiring only the addition of water at the jobsite. The bag weight shall be 61-67 pounds. The contents shall have a dry bulk density of 82-85 pounds per cubic foot. When mixed with manufacturer's 86 07/ 15/2015 L L� recommended amount of water it shall have a wet nozzle density in the range of 129-139 pounds per cubic foot and shall have a typical yield of .57 cubic feet per bag. 7-24.2(3) SewperCoat' 7-24.2(3)A Inflow and Infiltration Prevention If inflow or infiltration is observed within the structure after surface preparation is complete, a rapid setting crystalline enhanced hydraulic cement product specifically formulated for infiltration control shall be used to stop the minor infiltration flows in accordance with the manufacturer's recommendations. The material shall meet the following stren th requirements: Minimum Requirements Compressive ASTM C597B 600 psi, 24 hrs. Strength 1000 psi, 7 days Bond Strength ASTM C321 30 psi, 1 fir. 80 psi, 1 day The material shall be Preco Plug, Octocrete, Burke Plug or Owner approved equal. Where infiltration flows are more severe, pressure grouting may be required. The material for pressure grouting shall be Avanti A-220, DeNeef or Owner approved equal installed in accordance with the manufacturer's written instructions. 7-24.2(3)B Liner Material The mortar mix shall be either SewperCoat PG or SewperCoat 2000HS Regular, both as manufactured by Kerneos Inc. — Chesapeake, Virginia. Lining material furnished under this specification shall be a prepackaged mortar mix, including all cement, aggregates, and any required additives. It is the intent of this specification that the Contractor only be required to add the proper amount of potable water so as to produce concrete suitable for spray application. The chemical composition of the cement portion as well as the aggregates of the mortar mix shall be as follows: A1203 ICaO IFe0 + Fe203 1 Si02 39-44% 35-39% 9-14% 5-7% The desien properties of the mortar mix shall be as follows: Item Specification Time MS2-C Compressive Strength ASTM C109 24 hrs. 28 days >6000 psi >8000 psi Flexural Strength ASTM C293 24 hrs. 28 days >1300 psi >1600 psi Splitting Tensile Strength ASTM C496 24 hrs. >900 psi Slant Shear Test ASTM C882 28 days >2300 psi Shrinkage ASTM C596 28 days >0.08% cured @ 90% R.H. Freeze/Thaw ASTM C666 N/A 300 cycles (no visible damage) In addition, the mortar mix shall be designed to withstand long-term exposure to a bacterially corrosive hydrogen sulfide environment that may be expected to produce a pH of 1 on normal Portland cement based concrete or typical brick and mortar surfaces. 87 07/15/2015 7-24.2(4) Water Water used to mix product shall be clean and potable. Questionable water shall be tested by a laboratory per ASTM C94 procedure. Potable water need not be tested. 7-24.3 Construction Requirements 7-24.3(1) Notification The Contractor shall provide notification of the project to the adjacent properties. Notification shall be by "door hanger" notice and where appropriate by direct contact. Notification shall include general information as to the type of construction, as well as specific information as to how the property may be affected and what steps should be taken to minimize impacts to the property and facilitate the Contractor's work. 7-24.3(2) Examination The Contractor shall examine surfaces to receive manhole rehabilitation. Notify the Engineer in writing if surfaces are not acceptable. Do not begin surface preparation, repair, or application until unacceptable conditions have been corrected. 7-24.3(3) Surface Preparation 7-24.3(3)A General Surfaces to be coated shall be prepared per the coating manufacturer's recommendations. Before applying coating, all contaminants including sewage, oil, grease, dirt, rust, loose mill scale, waxes, efflorescence, sealers, salts, old weathered coatings and other foreign substances shall be removed. Oil and grease shall be removed before mechanical cleaning is started. Where mechanical cleaning is accomplished by abrasive blast cleaning, the abrasive used shall be washed, graded and free of contaminants which might interfere with the adhesion of the coatings. Steam cleaning, detergent, industrial degreasers, and hot water, shall be used to clean wall surfaces unless this in contrary to the recommendations of the specific coating system manufacturer. Acid solutions shall not be used. Clean cloths and clean fluids shall be used in solvent cleaning. Damaged surfaces shall be observed by Owner before repairs are made. Plug or place covers over all pipe openings to prevent extraneous material from entering the sewer system. 7-24.3(3)B Surface Preparation of Concrete and Masonry Surfaces Concrete shall be prepared per SSPC SP13/NACE 6 "Surface Preparation for Concrete", and the coating manufacturer's recommendation. Loose or protruding brick, mortar and concrete shall be removed by using a mason's hammer and chisel. The surface to be repaired must be clean and free of any loose materials. Bug holes, holes, and honeycombs shall be filled and sealed per recommendations of coating system manufacturer. Grout shall be as recommended by coating system manufacturer. All leaks evidenced by indications of infiltration, shall be plugged with materials as recommended by coating manufacturer. Surface profile created by abrasive blasted surfaces shall be per the manufacturer's recommendation for the coating system. 88 1 07/15/2015 Surfaces which are to be coated shall be allowed to dry to the moisture content recommended by the coating manufacturer. Steam cleaning may be used to clean wall surfaces and channels to be coated. 7-24.3(3)C Plastic Surfaces 1 Do not coat the tread surfaces of plastic ladders or steps. 7-24.3(4) Application The coating shall not be applied to a frozen surface or to a surface that may freeze within 24 hours of application. Frozen conditions shall be defined as ambient temperatures of 32 degrees Fahrenheit or below. Coating shall be conducted in accordance with the requirements of SSPC, Good Painting Practice, Volume 1. Coated surfaces shall be free of significant runs, drips, ridges, waves, laps and brush marks, 1 etc. Coats shall be applied so as to produce an even film of uniform thickness. Coating equipment shall be designed for application of the material specified. Compressors shall have traps and filters to remove water and oils. Spray equipment shall be equipped with mechanical agitators, pressure gages, and pressure regulators, and spray nozzles of the proper sizes and functioning in a manner suitable to perform the work. The spray equipment shall be specifically designed to accurately ratio and apply the specified protective coating materials and shall be regularly maintained and in proper working order. Spray application equipment must be approved by the coating manufacturer and shall be used to apply each coat of the protective coating. ' Each coat of material shall be applied evenly and sharply cut to line. Coating shall provide a monolithic film with coverage of all specified surfaces and interfacing joints. Undercoats shall be sanded to provide a surface suitable for the proper application and adhesion of subsequent coats. Overspray, pinholes and other surface defects shall be repaired. Coating shall be thoroughly stirred, strained, and kept at a uniform consistency during application, and shall be mixed in accordance with the manufacturer's instructions. Where two or more coats are required, all coats will be Wet Film Thickness tested. ' Coating system thickness is the total thickness of primer and finish coats. Coatings shall be applied to the thickness specified by the manufacturer. Surface to be coated shall be clean and free of all foreign material and shall be damp without noticeable free water droplets or running water, but totally saturated just prior to application of the material. Materials shall be spray applied up to one (1) inch thick in one or more passes from the bottom to the top; however, the minimum total thickness shall not be less than % inch. The surface is then troweled to a relatively smooth finish being careful ' not to over trowel. A brush finish shall be applied to the trowel -finished surface. Manufacturer's recommendations shall be followed whenever more than 24 hours have elapsed between applications. Application shall be from an angle as nearly perpendicular to the surface as practicable, with the nozzle held at least 1 foot from the working substrate (except in confined control). ' If the flow of material at the nozzle is not uniform and slugs, sand spots, or wet sloughs result, the applicator shall direct the nozzle away from the work until the faulty conditions are corrected. Such defects shall be replaced as the work progresses. 1 89 07/15/201 5 Application shall be suspended if the air velocity separates the cement from the aggregate at the nozzle or if the ambient temperature approaches freezing and the newly placed coating cannot be protected and insulated. The time interval between successive layers of material application must be sufficient to allow "tackiness" to develop but not final set. Construction joints in the coating within a manhole shall be avoided. In the event a construction joint in the coating is necessary and approved by the Owner, it shall be sloped off to a thin, clean, regular edge, at a 45-degree angle. Prior to placement of the adjoining materials, the sloped portion and adjacent applied material shall be thoroughly cleaned as necessary, then moistened and scoured with an air jet. 7-24.3(5) Bench Application The bench shall be sprayed with material applied in such a manner that a gradual slope is produced from the walls to the invert with the thickness at the invert to be no less than %2 inch. The wall/bench intersection shall be rounded to a uniform radius the full circumference of the intersection. 7-24.3(6) Curing Comply with all manufacturer's recommendations for curing. Minimize exposure of applied materials to sunlight and air movement. Cover structure if time between applications of additional coats is to be longer than 15 minutes. Do not expose finished material to sunlight or air movement for longer than 15 minutes before covering or closing access. Shade manhole while rehabilitation is in process in hot and arid weather. Apply manufacturer recommended concrete curing compound if relative humidity is less than 70% within manhole. Allow a minimum 4 hour cure time before subjecting manhole to flows or surcharge. If manhole is subject to force main flows, allow a minimum of 6 hour cure time before reinstating flows to the manhole. Do not allow traffic for a minimum of 24 hours after final application of the coating. 7-24.3(7) Manhole Steps Any manhole ladders or steps shall be protected and not coated during the manhole rehabilitation. The Contractor shall notify the Owner of any manhole ladders or steps needing to be replaced prior to beginning the coating process. 7-24.3(8) Field Quality Control 7-24.3(8)A General Testing The Contractor shall provide all testing equipment. Equipment shall be in good condition and shall be calibrated as defined by applicable standards. Test equipment shall be available to the inspector at all times. Failure to maintain test equipment in proper working order or failure to have test equipment available to inspector when needed may require delaying the related work and shall not be considered a valid reason for time extensions or delay claims. A test report shall be completed for every manhole Inspection by the Engineer or the waiver of inspection of any portion of the work shall not relieve the Contractor of responsibility to perform the work as specified. 7-24.3(8)B Product Testing Four 2-inch cubes may be cast each day or from every pallet of product used, and shall be properly packaged, labeled and returned to the manufacturer or an independent third -party 90 07/15/2015 testing lab for testing in.accordance with the Owner's or Manufacturer's directions for compression strength per ASTM C109 procedure. The results of the testing shall be submitted to both the Contractor and the.Engineer. 7-24.3(8)C Vacuum Testing After coating system application (excluding coatings to only the interior of a chimney and spot -type only repairs) a vacuum test shall be performed by the Contractor. The testing shall be performed per ACTM C1244 — Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test Prior to Backfill, and as modified in these specifications. This test shall be measured as pass or fail. Pass/Fail shall be documented in the test report. Failure of this test requires the Contractor to repair the coating or recoat, as recommended by the manufacturer and approved by the Owner, and retest. This test shall use liquid soap to find and document leaks. Leak locations shall be documented in the test report. This test shall be performed in the presence of the Owner's Project. Representative. The Contractor must provide the Owner a minimum of 2 working days notice prior to the test. Vacuum testing shall not be performed earlier than 7 days after application. 7-24.3(8)D pH Testing After surface preparation and prior to coating system being applied to the interior of a manhole, measure and record pH of the manhole interior surface in at least two locations as directed by the Owner. Adjust if required by the coating system manufacturer and 'per NACE 6/SPPC SP 13 Table 1 for severe service. 7-24.3(8)E Wet Film Thickness (WFT) During coating system application, measure and record WFT of the coating in at least four locations in the manhole (one in a chimney) or as directed by the Owner. Use an industry standard WFT gage (ASTM D4414) designed for thick coatings. Minimum WFT thickness shall be per manufacturer's recommendations. 7-24.3(8)F Ambient Conditions Measure and record the test results for relative humidity, manhole wall surface temperature, dew point and ambient temperature to ensure compliance for coatings applied. ■ 7-24.3(8)G Coating Adhesion After coating system application and cure, measure and record the results of a minimum of two adhesion tests, without glue failures, per manhole at locations within the manhole as directed by the Owner. Tests shall be per ASTM D4541 as modified herein. Utilize a 20mm test dolly and portable pull -off adhesion tester. Document test failure mode, whether failure is within the concrete, failure is within the coating, or failure is at the coating/concrete interface. Failure of the dolly adhesive shall require retesting. If the testing damages the coating, spot repair the test location while following manufacturer's recommendations. Failure at the coating/concrete interface with less than 10% of substrate adhered to the coating and less than 100 psi pull -off strength, shall be deemed a coating ' system failure and the Contractor shall remove the coating to soundly adhered edges, re - perform surface preparation procedures, and recoat the failed surfaces, at the Contractor's cost. Low pull -off strength values (<150 psi) may require additional testing/evaluation to determine potential adhesion defects at the sole discretion of the Owner. 7-24.3(9) Protection Comply with manufacturer's recommendations for allowing traffic to drive over manholes, 1 unless directed otherwise by the Owner. Prevent wet or dry overspray from leaving the immediate vicinity of the manhole. Provide all necessary protection to vehicles and private property. 1 91 07/15/2015 1 Settable solids, rocks, concrete chips, chemicals, or debris incidental to work under this Contract shall be prevented from entering the sewer. Where protection is provided for coated surfaces, such protection shall be preserved in place until the coating film has properly dried and the removal of the protection is authorized by the Owner. Items which have been coated shall not be handled, work on or otherwise disturbed, until the coating is completely dry and hard. 10 REMOVAL OF UTILITY LOCATE MARKINGS FROM SIDEWALKS REQUIRED , The permittee will be required to remove utility locate marks on sidewalks only within the Downtown Core Area. The permittee shall remove the utility locate marks within 14 days of job completion. n r I 1 92 1 � MAPS � AND PROJECT INFORMATION I "I Sanitary Sewer Main Rehabilitation List: Current Current Upstream Old Downstream Manhole Manhole Approx Manhole Old Manhole Approx Pipe Active Pipe ID # Number Number Depth Number Number Depth Pipe Size Pipe Type Length Taps Video File GM03739 2759 5321-004 7.00 ft 2758 5321-003 6.00 ft 14 Cast Iron 215 ft 0 GM03739.mpg GM05310 1304 5321-005 7.00 ft 2759 5321-004 7.00 ft 14 Cast Iron 390 ft 0 GM05310.mpg ' TOTAL LENGTH OF 14" PIPE 605 ft GM05308 Concrete 127 ft 0 GM05308.mpg 5302 5321-007 16.00 ft 5303 5321-006 13.00 ft 18 GM05309 5303 5321-006 13.00 ft 5304 5321-005 7.00 ft 18 Concrete 88 ft 0 GM05309.mpg GM05318 5276 5321-015 23.00 ft 5277 5321-014 7.00 ft 18 Concrete 50 ft 0 GM05318.mpg TOTAL LENGTH OF 18" PIPE 265 ft ' GM05311 21 GM05311.mpg 5300 5321-008 8.00 ft 5302 5321-007 16.00 ft Concrete 484 ft 0 GM05312 5301 5321-009 11.00 ft 5300 5321-008 8.00 ft 21 Concrete 495 ft 0 GM05312.mpg TOTAL LENGTH OF 21" PIPE 979 ft ' GM05319 GM05319.mpg 2760 5321-016 22.00 ft 5276 5321-015 23.00 ft 24 Concrete 147 ft 0 GM05320 2813 5321-023 23.00 ft 2760 5321-016 22.00 ft 24 Concrete 137 ft 0 GM05320.mpg GM05321 2814 5321-024 21.00 ft 2813 5321-023 23.00 ft 24 Concrete 125 ft 0 GM05321.mpg ' GM05322 2818 5321-028 15.00 ft 2814 5321-024 21.00 ft 24 Concrete 268 ft 0 GM05322.mpg GM05323 2819 5321-029 15.00 ft 2818 5321-028 15.00 ft 24 Concrete 53 ft 0 GM05323.mpg GM05324 6296 5321-277 15.00 ft 2819 5321-029 15.00 ft 24 Concrete 308 ft 0 GM05324.mpg ' GM05325 2792 5321-115 22.00 ft 6297 5321-276 13.00 ft 24 Concrete 154 ft 0 GM05325.mpg GM05326 2791 5321-114 20.00 ft 2792 5321-115 22.00 ft 24 Concrete 82 ft 0 GM05326.mpg ' GM05327 2790 5321-113 19.00 ft 2791 5321-114 20.00 ft 24 Concrete 308 ft 2 GM05327.mpg GM05328 2794 5321-117 21.00 ft 2793 5321-116 20.00 ft 24 Concrete 319 ft 0 GM05328.mpg GM05329 2795 5321-118 15.00 ft 2794 5321-117 21.00 ft 24 Concrete 105 ft 0 GM05329.mpg ' GM05330 5305 5321-112 28.00 ft 2790 5321-113 19.00 ft 24 Concrete 368 ft 0 GM05330.mpg GM05331 2793 5321-116 20.00 ft 5305 5321-112 28.00 ft 24 Concrete 281 ft 0 GM05331.mpg GM06801 2835 5321-055 13.00 ft 6296 5321-277 15.00 ft 24 Concrete 194 ft 0 GM06801.mpg ' GM06802 6297 5321-276 13.00 ft 2835 5321-055 13.00 ft 24 Concrete 86 ft 0 GM06802.mpg TOTAL LENGTH OF 24" PIPE 2935 ft Notes: 1 The existing Video files reference the old numbering system for sanitary sewer manholes. 2 All precleaning and post inspection video files for this project shall reference the Pipe ID # and the current manhole numbers. 3 Pipe and Manhole Rehabilitation on School Property Shall be Performed on Non -School Days * Video files for download ftp://ftp.rentonwa.gov/UtilitySystems/Wastewater/Cascade are available at : Sanitary Sewer Manhole Rehabilitation List; (All Manholes are Concrete) Manhole Number Approx Depth 2758 2759 6.00 ft 7.00 ft 2760 22.00 ft 2790 19.00 ft 2791 20.00 ft 2792 22.00 ft 2793 20.00 ft _ 2794 21.00 ft 2795 15.00 ft 2813 23.00 ft 2814 21.00 ft 2818 15.00 ft 2835 13.00 ft 5300 8.00 ft 5302 16.00 ft 5303 13.00 ft 5304 7.00 ft 5305 28.00 ft 6296 15.00 ft 6297 13.00 ft #;Aft MH2MH 759 MH5300 MH5310, r, �Pi ) _ \ �,;•• . � :+ , �► � �� , . 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