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Home My WebLink About5265 Contract Number: 5265 Vendor: REPIPE CALIFORNIA, L P. Subject: 2013 Sewer Rehabilitation Department: Engineering File Class: LEG 12 -1 Begin Date. 7/26/2013 End Date: 11/12/2013 Review Date. 12/1/2013 Vault Date. 2015 Comments: CO #01 11/1/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO 1 PROJECT NAME 2013 Sewer Rehabilitation PROJECT NO 5372/859 CONTRACTOR RePipe California ORIGINAL CONTRACT AMOUNT 416,200 51 DAYS 75 PREVIOUSLY APPROVED CHANGES 0 00 DAYS 0 THIS CHANGE 32,601 72 DAYS 34 REVISED CONTRACT AMOUNT 448,802.23 DAYS 109 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT AMOUNT AMOUNT TIME EXTENSION m m ($) ($) (DAYS) 3 3 Cr Q X WCD #2 — Additional CIPP on Highland Ave and 11 Place 30,020 00 34 [rhis change is to be funded by the budget for Washington Avenue Sewer Improvements project since 2013 budget for substandard sewer mains is exhausted] NET CHANGE IN CONTRACT AMOUNT 30,020 00 34 INCREASE OR (DECREASE) ESTIMATED SALES TAX AT 8 6% 2,58172 TOTAL INCLUDING SALES TAX $32,60172 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous CONTRACT CHANGE ORDER NO 1 PROJECT NAME costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all prov/s/ons will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change CONTRACTOR (RePipe California) Approved h''l. 2 DATE PROJECT MANAGER Recommended DATE CITY ENGINEER Council action is re /red as project cost will exceed approved budget ❑ Yes I�No Council action is r qu/red as change exceeds Mayors authority per BMC 2 76 110 ❑ Yes I No Recomme DATE DIRECTOR OF P11.19LIC WORKS AND UTILITIES Recommended DATE MAYOR Approved DATE I/ 1e,1 APPROVED AS TO FORM: ATTEST: merton City rn City Clerk Page 2 of 2 Project Name CITY OF B RE M E RTO N Project #: 5372/859 WORK CHANGE DIRECTIVE (WCD) Contractor: RePipe California Notice to Proceed Date: July 22, 2013 WCD #: 2 Date: 10/5/13 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): - CIPP Lining for piping on Highland Avenue ATTACHMENTS Plan showing pipe location If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s) The Change Order will be executed in accordance with Section 1 -04 4 of the WSDOT Standard Specifications, or Article 10 of the General Conditions Method of determining change in Contract Price Method of determining change in Contract Times ❑ Unit Price ❑ Contractor's Records ® Lump Sum ❑ Engineer's Records ❑ Time & Materials ❑ Other ❑ Other Estimated increase (decrease) in Contract Price Estimated increase (decrease) in Contract Times $ 30,020 00 Substantial Completion 34 days, If the change involves an increase, the estimated Ready for final payment 0 days, amount is not to be exceeded without further If the change involves an increase, the estimated times authorization are not to be exceeded without further authorization RECOMMENDED AUTHORIZED CONTRACTOR CITY OF BREMERTON Digitally signed by Scott Seitrich DN cn =Scott Seitrich, o= RePipe California, ou= Project By ManagPr Pmai1= 1 ;SPitrirhnTPam1-RP_cnm. c =lK By Date 2013 10 30 22 24 25 - 07'00' PAGE 1 OF 1 L = 262' D =12" Est Laterals = 8 L=1 58' D =12" Laterals = 5 VIIIIII lip, w4 F IL I I J I D=10 "" 'Fri, - j Laterals 4 If 2013 Sewer Reha 4 1— I litation W-- D #2 Contract Number Vendor Sub�ect: Department File Class: Begin Date End Date Review Date• Vault Date 5265 REPIPE CALIFORNIA, L.P 2013 Sewer Rehabilitation Engineering LEG 12-1 7/26/2013 Comments J � � � � ' � ,� � 1 �� 1 � � � � ,� ' � �� 3E �€ ��s s E � x � �� 3 Y ., y u �� '' �» � £ �i z � � [ �: S %? �'g;'i�Y,1�� _ , ( r 2013 SEWER REHABILI TA T/ON MAY 2013 B�d Opening Pre-Bid Conference: Contact Person• , � i I 1 I i r ` � 1\ �� i �� ✓ e y G �2� (/ �O � �� D \ \ CI TY OF BREMERTON June17,2013@200PM City Clerk's Office City Hall, 345 6 Street Bremerton, WA 98337 June 10, 2013 @ 10 00 A M 3027 Olympus Drive Bremerton, WA 98310 2 flOOf Of bulldlllg Bdl Davis, P E 3027 Olympus Dnve Bremerton, WA 98310 Tel (360�473-2312 Fax(360)473-5398 n �i� ,� ,l � THIS PAGE LEFT INTENTIONALLY BLANK '� �� , � � �I, � �! � . � �� 1 � � 1 � � ' ' IJ � ' Issued June 13, 2013 The following shall modify the Contract Documents and the work shall be accomplished in accordance with such modifications It is requested that this addendum be stapled to the Bid Documents IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN YOUR BID IS SUBMITTED FAILURE TQ ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE GROUNDS FOR REJECTION OF THE BID � Contents This Addendum No 2 contains revisions to the Specifications and/or the Contract Drawings Revisions to the Specifications are made by reissuing entire sections, reissuing specific pages of sections, OR by directing a change m writing, herein When a paragraph or sentence is ' mod�fied, additions are indicated with bold text and deletions are indicated with strikethrough text Revisions to the Drawings are made by re-issumg a drawmg, issumg a rev�sion to a specific detail ' from a drawing, OR by directmg a change m wntmg, herem Bidders are cautioned to check the addendum contents carefully for the presence of all listed revisions l� ' ' � ' � , � Distribution This Addendum No 2 is distributed to all planholders of record lntes�ration The followmg changes, additions, deletions and attachment are hereby made a part of the Contract Documents for Eastside Beach Mam Replacement, as fully and completely as if the same were set forth therem Acknowledqement of Receipt of Addendum All prospective bidders are instructed to incorporate this revision mto their bids and to complete the acknowledgement of receipt of addenda m the Bid Proposal Fatlure to do so may result in the Bid being re�ected as not responsive � � .� �- - ---wr�7��C., ��• — ---- ,s ' Clty of Bremerton 2013 SewerRehabddatron CITY OF BREMERTON ADDENDUM NO. 2 for 2013 Sewer Rehabilitation Page 1 of 2 � � � .. s _: •.. .• dr�.�. (� �31r3 June 2013' ..... .�lddendum #2 0 ' r � � ' , ' ' ' ' ' ' ' ' � � ' ' � ' Revisions Item #: 1 Reference: Page BF-8 of the Bid Forms, SP 7-21 2(5) Description: This page �s re�ssued and replaces the ex�sting page to reflect an �ncrease rn the est�mated quanf�ty for Item A13 m Schedule Ai from 325 LF to 1085 LF Clty of eremerion 2013 SewerRehabllitation Page 2 of 2 June 2013 Addendum # 2 � �J ' 1 � , _! 1 ' � ' ' ■ 1 � ' � ' � ' SCHEDULE B — STORM SEWER TAX NOTE: Rule 171 Applies to this Schedule. Include sales tax in the individual bid items Spec Bid Section or Description Q � Unit Unit Price ($) Totai ($) Item Sheet No. 1-04 4(1) B1 and 1-09 6 Minor Changes and Force Account 1 LS 3,000 00 3,OOQ 00 62 1-07 15(1) SPCC Plan 1 LS 63 1-09 7 Mobd�zation 1 LS 64 1-10 Temporary Tra�c Control 1 LS B5 7-21 24-Inch Storm Sewer on Kitsap Way 275 LF B6 7-21 30-inch Storm Sewer on Kitsap Way 140 LF � 67 7-21 Side Sewer Reinstatement 5 Each SCHEDULE B TOTAL $ SCHEDULE A1— BID ALTERNATIVE FOR CHERRY AVENUE SANITARY SEWER TAX NOTE: Rule 170 Applies to this Schedule: Do not include sales tax in the individual bid items Bid Spec Section Description Est. Qty Unit Unit Price ($) Total ($) kem or Sheet No. A1 1 1-10 Temporary Traffic Control 1 LS A1 2 7-21, Sheet 8-mch Sewer on Cherry Ave 720 LF A1 3 7-21 10-inch Sewer on Cherry Ave 1085 LF A1 4 7-21 12-inch Sewer on Cherry Ave 722 LF A1 5 7-21 Side Sewer Reinstatement 50 Each SUBTOTAL $ ESTIMATED SALES TAX @ 8.6% $ SCHEDULE A1 TOTAL $ BASE BID TOTAL ( SCHEDULE A TOTAL + SCHEDULE B TOTAL) $ BASE BID TOTAL + SCHEDULE A1 TOTAL $ CIry ojBremerro» ,L/ay 2013 2013 Seiver Rehablll�allox BF-8 , ' C I J �J � ' ' � ' '� ' ' 1 ' ' ' ' LI CITY OF BREMERTON ADDENDUM NO. 1 for 2013 Sewer Rehabititation Issued June 12, 2093 The following shall modify the Contract Documents and the work shall be accompiished m accordance with such modifications !t is requested that this addendum be stapled to the Bid Documents IMPORTANT: THIS ADDENDUM SHOULD BE ACKNOWLEDGED IN YOUR BID FORMS WHEN YOUR BID IS SUBMITTED FAILURE TO ACKNOWLEDGE THE ADDENDUM MAY CONSTITUTE GROUNDS FOR REJECTION OF THE BID Contents This Addendum No 1 contams revisions #o the Specifications and/or the Contract Drawings Revisions #o the Specifications are made by reissuing entire sections, reisswng specific pages of sections, OR by directing a change in wntmg, herein When a paragraph or sentence is modified, additions are mdicated with bold text and deletions are mdicated with stnkethrough text Revisions to the Drawmgs are made by re-issumg a dra�nnng, issumg a revision to a specific detad from a drawing, OR by directing a change in wntmg, herein Bidders are cautioned to check the addendum contents carefully for the presence of all listed revisions Distribution This Addendum No 1 is distributed to all planholders of record Inteqration The following changes, additions, deletions and attachment are hereby made a part of the Contract Documents for Eastside Beach Main Replacement, as fully and completely as �f the same were set forth therein Acknowleds�ement of Receipt of Addendum All prospective bidders are mstructed to mcorporate this revision mto their bids and to complete the acknowledgement of receipt of addenda m the Bid Proposal Failure to do so may result m the Bid being reJected as not responsive �r..- ..— �..,.......� 4 �� Gty of Bnsmerton 20i3 SewerRehabflltaGon Page 1 of 2 °�. _ � /jZ� t 3 June 2013 � �� • . �... -- A_ddenduyr# 1 1 � ' ' ' 1 ' ' ' �� ' ' 1 ' ' � ' ' , ' Revisions Item #: Reference: Descript�on: � C�ry of Bremerton 2013 Sewer Rehabddatlon 1 SP 7-21 2(5) CIPP Structural Requirements Suppiement ihis seciion w�th the following � 5 Pipes greater than 12° diameter shall have lining thickness of 16 5 mm Page 2 of 2 June 2013 Addendum # 1 � � � � � � � ,� �' � � � �, � �� ' � � � , � ...�..� ENGINEER'S CERTIFICATE The technicaf material and data contained in these Specifications for the City of Bremerton proJect titled 2013 Sewer Rehab6litation, were prepared under the supervision and d�rection of the undersigned, whose seal, as a professional engineer I�censed to practice as such, is affixed below �,..,,,.,,,_,,,�. _ ,� �- -� s w qE �� 0 1 i •� :°. �sa'MO� � .« . ... .. � Prepared by �`� �� dliam Davis, P E Civil Engmeer II � THIS PAGE LEFT INTENTIONALLY BLANK � � �' � � � � �� ,� � � �' � ,� � � NOTICE INVITING �IDS for 2013 Sewer Rehabiliation RECEIPT OF BIDS: Sealed Bids wdl be received at the office of the City Clerk of the City of Bremerton, located at 345 6�' Street, Bremerton, Washmgton 98337 untd 2 00 p m PST as shown on the wall clock inside the City Cierk's office on June 17, 2013 for the pro�ect 2013 Sewer Rehabilitation Bids received after the specified time and date will not be considered OPENING OF BIDS: The bids will be publicly opened and read after 2 00 p m on June 17, 2013 in the office of the City Clerk at 345 6 Street, Bremerton, Washington 98337 COMPLETION OF WORK: The WORK must be completed withm 75 calendar davs after the commencement date stated in the Notice to Proceed DESCRIPTION OF WORK: The WORK to be completed mcludes rehabditating approximately 5900 lineal feet of sanitary sewer and 400 lineal feet of storm sewer using the cure-in-place-pipe (CIPP) method, remstating approximately 140 side sewers, and all other work as identified in the Contract Documents PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at the ARC Document Solutions website (www e-arc com) Go to http /Iwww e- arc.com/wa/tacoma, then click on the link `Enter Public Planroom' Scroll down or search to find the pro�ect PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions Payment is typically cost of reproduction (non- refundable) Contact Bid Services at ARC in Tacoma, WA 1(800) 337-8103, FAX (253) 272-4064, E-mail tacoma bidservicesCc�e-arc com PROPOSALS: All bid proposals must be made on the blank forms furrnshed in the Contract Documents Sealed envelopes containing bids shall be entitled 2013 Sewer Rehabilitation BID SECURITY: Each bid proposal shall be accomparned by a bid proposal deposit m cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal The failure to furrnsh a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the Contracting Agency PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond within the time stated m the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton PRE-BID CONFERENCE: A pre-bid conference will conducted by the City The ob�ective of the pre-bid conference is to acquaint prospective bidders with the work and answer any questions The pre-bid conference is scheduled for Monday, June 10, at 10 00 a m at 3027 Olympus Drive, Bremerton, WA 98310 � i� AVAILABILITY OF PIPE INSPECTION VIDEOS: The City has performed video mspections of the piping scheduled for rehabilitation Most of these videos are being made available on the City of Bremerton website To review or download these videos, go to the City website at www ci bremerton wa us On the upper right hand side of the City homepage, click on the banner titled 'Construction Pro�ects' Click on the Imk for `2013 Sewer Rehabditation' and look for the link to the pipe inspection videos These videos are not part of the contract and are not a replacement for the video inspection required by the contract The videos are for informational purposes only and intended to provide Bidders with an understanding of the pipe conditions to assist in bidding the pro�ect The City does not guarantee the accuracy or quality of the videos PROJECT COMMUNICATION All communications related to the pro�ect shall be directed to the City prior to opening of Bids Commurncation bv phone/fax Bdl Davis, P E Telephone (360) 473-2312 Fax (360) 473-5398 E-mail William davis@ci bremerton wa us Commurncation bv mail Department of Public Works and Utdities Engmeering Division 3027 Olympus Drive Bremerton, WA 98310 ATTN Bill Davis, P E CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to re�ect any and all bids on any or all schedules or alternates or to waive any informalities in the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole �udge thereof No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated agamst on the grounds of race, color, sex, sexual orientation or national origin m consideration for an award - END OF NOTICE INVITING BIDS FOR 2013 SEWER REHABILITATION I) � �� .� � ,� � �' � � � � � �� ,� �� ' ,� � � �� ,� �� '�� 2013 SEWER REHABILITATION TABLE OF CONTENTS ENGINEER'S CERTIFICATE NOTICE INVITING BIDS PART I— BIDDING REQUIREMENTS AND CONTRACT FORMS BIDDER CHECKLIST I— i to I— ii BID FORMS BF —1 to BF —16 CONTRACT FORMS CF — 1 to CF — 12 PART II — SPECIAL PROVISIONS Division 1 — General Requirements Division 7— Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits APPENDICES A Kitsap County Prevailing Wage Rates B Construction Forms C Construction Drawings SP-7 SP-45 THIS PAGE LEFT INTENTIONALLY BLANK ,� � �� ,� r �_ � 1_�:� BIDDING REQUIREMENTS AND CONTRACT FORMS �� ,�, �� r� , ��; �� , �' ,� �� - � � �' � �/ THIS PAGE LEFT INTENTIONALLY BLANK � � � '�_ ,�� , ;� ., � .� �� , � ,� � �� J , BIDDER CHECKLIST This section lists the contract forms required for this pro�ect The bidder's attention is � especially directed to the bid forms that must be executed in full as reauired and submitted with the bid �' � � � �� ' � � BID FORMS Bid forms have been qrmted on blue sheets and shall be submitted with the bid All forms m this section must be executed and submitted to the City with your bid, not later than the designated bid closing date and time Bids that do not include all of the forms, properly completed, may be declared unresponsive .� � c d e f 9 h i 1 Acknowledgement of Bid and Addenda Bid Certificate Bid Proposal Bid Bond Th�s form to be executed by the b►dder and the surety company un/ess bid �s accomparned by a cert�ed check The amount of th�s check or bond shal/ be not /ess than 5% (five percent) of fhe total amount b►d and may be shown �n dollars or on a percentage bas�s ) � Contractor's Registration List of Subcontractors Information Required of Bidder Non-Collusion Affidavit Certification by Proposed Contractor Regarding Equal Employment Opportunities Certification of Non-Segregated Facdities t � DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The followmg forms are to be executed and submitted to the City after the contract is awarded by the Bremerton City Council These forms follow the contract forms in Part 1 Unless noted otherwise, these must be submitted within thirty (30) calendar days after the date of Notice of � Award of Contract �� ' � � � a Contract b Contractor Certificate c Performance Bond for 100% of the Contract Amount d Payment Bond for 100% of the Contract Amount e Insurance Certificates City of Bremerton 2013 Sewer Rehabddat►on I-1 May 2013 DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a Statement of Intent to Pay Prevadmg Wages - Note Cert�ed Payroll shall be subm�tted week/y to document wages pa►d DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE a Acceptance of Compensation and Release of All Claims (See Appendix B) b Affidavit of Wages Paid � City of Bremerton 2013 Sewer Rehabd�tat�on i-,� May 2013 � � , � � B'D FO��$ ACKNOWLEDGEMENT OF BID AND ADDENDA : � • CITY OF BREMERTON (WASHINGTON) PUBLIC WURKS AND UTILITIES ENGINEERING DIVISION 1 The undersigned Bidder proposes and agrees, if this Bid Es accepted, to enter into an C�NTRACT with the OWNER m the form included m the Contract Documents to perform the WORK as specified ar indicated m said Contract Documents entitled "2013 Sewer Rehabilitation " , 2 Bidder accepts all of the terms and conditions of #he Contract Documents, includmg without i�mitatian those m#he Notice inviting Bids and Instruction to Bidders, dealmg w�th the dispositian of Bid Secur�ty � 3 This Bid wiii remam open for the period stated in the "Notice Inviting Bids" uniess othervv�se required by law B�dder w�il enter mto a CONTRACT withm the time and in the manner required m the "Natice inviting Bids" and the "Instructians to ' Bidders," and �nnil furrnsh the msurance certificates, Payment Bond, and Performance Bond required by the Contract Documents � � � �J 4 Bidder has examined copies of all the Contract Documents inciuding the faliowing addenda (receipt of all of which is hereby acknowledged} Number 1 Date �-12-13 2 6-13-13 Fa�lure to acknowledge addenda shall render the bid non-responsive and shal! be cause for its re�ection , 5 Bidder has famdiarized itself with the nature and extent of the Contract Documents, WORK, s�te, local�ty where the W�RK is to be performed, the legal requirements (federai, state and local laws, ordinances, rufes, and ' �egulations), and the conditions affectmg cost, progress or performance of the WORK and has made such mdependent investigations as Bidder deems � t � � � necessary To ali the foregoing, and includmg ali Bid Forms contained m this Bid, said Bidder further agrees to complete the WORK required under the Contract Dacuments within the Contract Time stipulated in said Contract Documents, and to accept m full payment therefore the Contract Price based on the Tatal Bid Price(s} named �n the aforementioned Bid Forms Dated 6-14-13 By (Signature and Titie) (th ojB�cmuto�r 2013 Sc++er XcJrai>rhrar�o+r BIpDER REPlPE CAL IFORNIA lP NEIDI CIEMONS- AUTHORIZED REPRESENTATIVE ,tita� 2fll3 Hl -t , BID CERTIFICATE (if Corporation) STATE O� COUNTY OF ) ) SS ) k HEREBY CERTIFY �iv�t a meeting of the Board af Directors of the a corporation existing under the laws f the State of , held on , 2013, th alEowing resoiution was duly passed and adopted "RESOLVED. that \ , as President of the orporation, be and is hereby authonzed to execute the Bid dated , 013, to the CEty af Bremerton by this corporation and that his execution ther f, attested by the Secretary of the Corporation, and with the Corporate Seal ixed, shall be the official act and deed of th�s Corporat�on " 1 further certify that said resolut�on is naw in full force and IN WITIVESS WHEREOF, 1 have hereunto set my hand and affixed of the corporation this , day of (SEAL) C rm uf 13ir�n�ci loir 2013 Seti+ei Relmhrlrinlunr official seal , 2013 Secretary ,�ra, zols !ll -2 � � � -- , I� ' � , ' � � � � ' � ' � , , � ' , STAI`�O'. COUNTY � BID CERTfFICATE (if Jomt Venture) ) } SS that a meetmg of the Pr�ncipals of the a �oint venture exist�ng under the laws of the ate of , held on _ , 2043, the followmg re lution was duly passed and adopted "RESOLVED, that be and Es hereby authorized to execute the Bid dated 2013, to the City of Bremerton by this �o�nt venture and that thereof, attested by the �fficial act and deed of this Jo�nt Venture " I further certify that said resolution �s now �n fulf farce and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 Manag�ng Partner (SEAL) <�ir� ojl3,en,e,roi, 201 i S��aei Xchrrh�lunhmr , as of the Joint Venture, shall be the r11at 20l3 /3J -4 BID CERTIFICATE (�f Limited Liabil�tv Company) STATE OF �U�lNTY OF ) ) SS } Y CERTIFY that a meetmg af the Members of the a limited liabiiity company existing u er the laws of #he State of , held on , 2013, the fo ing resolution was duly passed and adapted "RESOLVED, that as members of the L►m�ted Liability Company, be an re to execute the CONTRACT dated 2013, to the City of Bremerton by this hmited liabihty compa execution thereof shall be the official act and deed of th�s L Company " d� hereby authorized \ that their .�ability I further certify that said resolution is now tn fu11 force and effect IN WITNESS WHEREOF, I have hereunta set my hand this , day of , 2013 A Limited Liability Company By Member By Member (SEAL} C'r�vofl3�cmc»v�� Ma� �01j 2!!!3 Se�+�e� Rchnbihlnr�on /1I =5 ' ' � i � � � r ' ' ' � � ' � , � ' BID PROP�SAL (2 pages) 2013 Sewer Rehab�litation Form Instruct�ons This proposal cons�sts of a Base Bid (Schedule A plus Scheduled B) and a single Bid Alternate (Schedule A1) Reference SP 'E-02 6 for an explanation of cumulative bid alternate requirements In the following schedules, wnte out the unit pr+ce and extension �n dollars and cents using numerals NOTE THE TAX REQUfREMENT 1N EACH SECTION SCHEDt1LE A — SANlTARY SEWER TAX NOTE: Rule 170 Applies to this Schedule Do not mclude sales tax tn the md�vidual b�d items Spec B�d Section or Descr�ption Est Qty Unit Unit Price ($) Total ($) Item Sheet No 1-04 4{1) and Minor Changes and Force A1 1-09 6 Account 1 LS 15,000 00 15,000 00 A2 1-07 15(1 } SPCC Plan 9 LS 865 00 865 00 A3 1-09 7 Mobili2ation 1 LS 25,000 d0 25,000 00 A4 1-10 Temporary Traff�c Control 1 LS 6,600 00 8,600 00 q5 7-21 8-inch Sewer on Wdbert Ave 1172 LF 29 �p 33,988 00 A6 7-21 8-�nch Sewer on Lafayette Ave 605 LF 29 00 17,545 00 A7 7-21 8-inch Sewer on Wf�eaton Way 9100 LF 29 pp 31,900 00 A8 7-21 8-�nch Sewer on Schley Bivd 339 LF 29 fl 9,8310 A9 7-21 30-�nch Sewer on 11�' St 325 �F 197 00 64,025 00 A10 7-29 Side Sewer Reinstatement 88 �a�� 20 00 1,760 00 SUBTOTAL $ 206,51400 ESTiMATED SAL.ES 7AX @ 8.6% $ 17,760 20 � SCHEDULE A TOTAL $ 224,274 2Q Mm 20I i ('�h ajl3ir;ntcuion 131-7 2019 SCN'L'l Xeh�rbilllal�on ' , SCHEDULE B — STORBfl SEWER TAX NOTE Rute 171 Appltes to this 5chedule Include sales tax in the individual bid items Spec Est. Bu9 Sec4ion ar Description Q � Unit Unit Price ($) Tota{ ($) l4em Sheet No. 1-04 4(1} B1 and 1-09 6 Minor Changes and �orce Account 1 LS 3,000 00 3,000 00 B2 1-07 15(1) SPCC Pian 1 LS 865 00 865 00 63 1-09 7 Mobdization 1 LS 7,000 00 7,000 00 B4 1-10 Temporary 7raffic Control 1 LS 6,600 00 6,600 00 B5 7-21 24-lnch Starm Sewer on Kitsap Way 275 LF 144 00 39,600 00 B6 7-21 30-Inch Storm Sewer on Kitsap Way 140 LF 20100 28,140 00 67 7-21 Side Sewer Reinstatement 5 Each 2p pq 100 OU SCHEDULE B TOTAL $ 85,305 00 SCHEDULE A1 — BtD ALTERAIATIVE FOR CHERRY AVENUE SANiTARY SEWER FAX [dOTE: Rule 170 Applies to this Schedule: Do ot include sales tax in the lndividual bid items Btci Spec Section pescription Est. Qty Untt Unit Price ($) Total ($) ltem or 5heet No. A1 1 1-10 Temporary Traff�c Cont�al 1 LS 3,300 00 3,3U0 00 A'! 2 7-21, Sheet 8-inch Sewer on Cherry Ave 720 LF 2g pp , 20,880 00 A1 3 7-21 10-mch Sewer on Cherry Ave 1065 lF 38 00 41,230 00 A1 4 7-z1 12-inch Sewer on Cherry Ave 722 LF 44 00 39,768 00 A1 5 7-21 Side Sewer Reinstatement 50 Each 20 d0 1,000 00 SUBTOTAL $ 9a,178 06 E$TIM�STED SALES T14X cLD $ 6% $ 8,443 31 SCH�DULE A1 TOTAL $ 106,621 31 � � ' � , � ' BASE BID TOi'14L ( SCH�DULE A TOTAL. + SCNEDULE B TOTAL� $ 309,57920 BASE 81D TOTAL + SCHEDULE A1 TOTAL $ 416,200 51 , Gn� ajB�emerrun Alnr ?fl t 3 20f 3 Sen�cr RchabrL�atrar 131� 8 � 1 � ' ' � 1 � ' � � :• � KNOW ALL MEN BY THESE PRESENTS, That RePipe California, LP as Prinapai, and Arch Insurance Com�any as Surety, are heid and firmiy bound unto City of Bremerton hereinafter cailed "OWNER," m the sum of Five Percent of Amount B�d (not less than 5 percent of the total amount of the Bid) doliars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, admmistrators, successors, and assigns, �ointly and severaily, firmly by these presents WHEREAS, said Principal has submitted a Bid to said OWNER to perform the WORK required under the bidding schedule(s) of the OWNER's Contract Documents entitled 2013 Sewer Rehabditatlort. � If the Prinapal �s awarded the Bid and, withm 10 calendar days after receipt of the Contract Document forms from the OWNER, fads ta provide the OWNER with the duly executed Agreement, the duly executed Certificates of Insurance, the duly executed Pe�formance Bond and the duly executed Payment Bond, all as specified m the Contract Documents, then the Surety shali, without condition , and within 30 calendar days from wntten demand from the OWNER, pay to the OWNER in U S funds, by certified or cash�ers check, the fuli amount of this Bid Sond This Band shall be irrevocable for 90 days after the bid opernng, as defined in the Contract Documents � ' � � � ' 1 ' ' The Surety sbpulates and agrees that the obiigation of said Surety shalt in no way be impaired or affected by an extension of the time within which the OWNER may accept such bid and Surety further waives notice of any such extension in the event swt is brougnt upon this bond by said OWNER and OWNER prevails, said Prmcipal and Surety shall pay all costs incurred by said OWNER in such suit, including attorney's fees and costs to be fixed by the court SIGNED AND SEALED, this day of June 12th , 2p 13 Repipe Cal�forrna, LP (SEAL) Arch Insurance Company (SEAL� (Principal) (Surery) By ��l�t f"�t t��'lctl�t� (Signature) ) ` gy -�1LtP ��. � _ — ,' (Si nature) J ann Domb�ovVsR�i, Attorney-m-Fact (SEAL AND NOTARIAL ACKN�WLEDGMENT OF SURETY) Address of Surety to which all notices shali be sent 3 Parkway, Suite 300 Philadefphia, PA 19101 Address for Service of Process (must be a physical address) 195 Farmmgton Ave , Suite 300 Farmington, CT 06032 �:Iry of Bremerton 20I3 Se�tier ReJra6t6rapai rtifpy ao13 (3F-9 ' � �� -�� e� ;�: �`' sr �� -` i�' a f t � ' •,� � ; : � f• �' � �,i On this 12 day of June. 2013 before me personally appeared Joann Dombro�rski To me know, who being by me duly sworn did depose and say that he/she is the Attorney-in-Fact of Arch 9nsurance Campanv The Corporation described in and which executed the above instrument; that he/she knows the seal of said Corporation and that he/she signed his/her name thereto by like order. f �. ��:� ,� /. �''. . ...� :i a..%i01 � • ' • ', � • iViy Corv9mission Expires: June 30, 2015 �� 51„�,�C,,,,.A, . , ,` + � � � '�,'•� �1 Q T,q ,�C �. r , - a � h ..,, 'Q� , ;� , � _ � ' � � ;µ � h; � � , ��y �� C ryQ �' � _ '� p �f. • �� c 'Y�' 05�3�� . , . ,, � ,. "'�•.., �rrcU� ,,,,,��': •-r..,, �, �,,,,,, `� �� lJ , j `�'� r. � "�3 � i t p.c r �, r;�'. t � , , � ' , LJ ' , ' �� , � , , CIVIL CODE § 7189 State of California Cou nt of ��'�� i m k�'� �'i'�'_r`�.��II.��Y_ y ' � _ On r � � � before me, �:� l� �'"�" �'' �(� � ��`�a-� � ,� � ' C� Dtat Here Insert me and 7�tle ot Ihe Otf�cer � [. y:.+.' � � �� °'�P � �...� -- personaliy appeared ____ �` 1 � � �' -- Name(s) ot Signer(s) who proved to me on the basis of satisfactory evidence to be the person�whose name� is/� subscribed to the within mstrument and acknowiedged to me that he/sj�/tj�ey executed the same in his/h�/tFy�ir authonzed capacity(�s), and that by hislt7�rltf�e.fr signature�) on the mstrument the person�, or the entity upon behaff of which the person(� acted, executed the �nstrument I certify under PENALTY OF PERJURY under ths laws of the State of Califorrna that the foregoing paragraph is true and correct WITNESS my hand and official seal s� `� �� -- - Ptace Notary Senl Abovo '...,s S�, �� ture of N ubl�c OPTIDMAL Though the lnformahon betow is not requ�red by faw, rt may prove valuable to persons retymg an the document and could prevent fraudufent remova/ and reattachment of th+s lorm to another document Descript�on of Attached Document Title or Type of Document __ ------- — Document Date __ _ Signer{s) Other Than Named Above ___ ___ __ Capac�ty(ies) Ciaimed by Signer(s) Signer's Name __ __ ____ � � Corporate Officer — Title(s) ____ _ �.� Individual i Partner -- �1 Limited [ 1 General L_, Attorney m Fact U Trustee �"; Guard�an or Conservator 1_� Other _ _ _ Number af Pages _ Signer's Name _� ___ (� Corporate Off�cer — Title(s) _ � � Ind�vidual L � Partner — [J Limited ;"�l General � Attorney m Fact U Trustee E�l Guardian or Conservator 4_i Other �_ .� _ Signer Is Representing Signer Is Representing ' C� 2012 Nationat Notary Assocratron o Nat�onalNotary org • 1-800-US NOTARY ( I Fi00-876 61f�/) uca��a?l.� ' , AIC 0000082410 � TNlS POWER OFATTORNEYlS NOT VALID UNLESS 1T fS PRINTED ON BLUE BACKGROUIYD Thls Power of Attorney Ilmits fhe acts nf those named here/n, and ihey have no autho�lty to bfnd the Company except In the manner and to the extent herein stated Noi valyd for Mortgage, Note, Loan, Letter of Credit, Bank Deposlt, Currency Rate, lnteresf Rate or Resfdentra! Value Guaranfees POWER OF ATTORNEY Know Ali Persons By These Presents That the Arch Insurance Company, a corporai�on organ�zed and existing under the laws of the State of Missoun, havmg its prmcipal administrative office in Jersey C�ty, New Jersey (heremafter referred to as the "Company") does hereby appoint Jessica Picc�r�lio, Joann Oombrowski, Manon R Vad, Russell M Canterbury and Susan E Deak of Farmington, CT (EACH) its true and �awful Attorney(s)�n-Fact, to make, execute, seal, and delrver from the date of issuence of this power for and on its behaif as surety, and as �ts act and deed Any and all bonds, undertakings, recogrnzances and other surety obligations, in the penal sum not exceeding Nmety Mdiion Dollars ($90.000,000 00) This authority does not permit the same obligation to be split into two or more bonds in order to bnng each such bond withm the dollar limit of authority as set forth herein The execution of such bonds, undertak�ngs, recogrnzances and other surety obligat�ons in pursuance of these presents shall be as b�ndmg upon the said Company as futly and amply to all intents and purposes, as if the same had been duly executed and acknowledged by ds regularly elected officers at �ts principai admirnstrative o�ce in Jersey City, New Jersey Th�s Power of Attorney is executed by authonty of resolut�ons adopted by unarnmous consent of the Board of Directors of the Company on September 15, 2011, true and accurate cop�es of wh�ch are hereinafter set forth and are hereby certified to by the undersigned Secretary as being m fuii force and effect "VOTED, That the Chairman of the Board, the President, or the Executive V�ce President, or any Sernor Vice President, of the Surety Business Divis�on, or their appo�ntees designated m wnting and filed v�nth the Secretary, or the Secretary shall have the power and authority to appoint agents and attomeys-in-fact, and to authonze them sub�ect to the limitat�ons set forth m their respect�ve powers of attomey, to execute on behaif of the Company, and attach the seal of the Company thereto, bonds, unde�takings, recogrnzances and other surety obligations obligatory in the nature thereot, and any such officers of the Company may appoint agents for acceptance of process " This Power of Attorney is signed, sealed and certified by facsimQe under and by authonty of the foliowing resolution adopted by the unarnmous consent of the Board of Directors of the Company on September 15, 2011 VOTED, That the signature of the Chairman of the Board, the President, or the ExecuUve Vice President, or any Sernor Vice President, of the Surety Business Divis�on, or the�r appomtees designated �n writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the Secretary, may be a�xed by (acsimtle on any power of attorney or bond executed pursuant to the resolution adopted by ihe Board of Directors on September 15, 2011, and any such pawer so executed, sealed and certi�ed with respect to any bond or undertaking to wh�ch it is attached, shall continue to be valid and bmd+ng upon the Company OOML0013 00 03 03 Page 1 of 2 Printed m U S A ' � , ' � 1 , L� ' 1 ' � � � , , L , AIC 0000082410 In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be aifixed by their authonzed off�cers, this 3 day of May, 2013 Attested and Certified Arch insurance Company � �.b. ♦ � WK�re � se►t ------ ---- �i5, x9n Patnck K Nads, Secretary (l�Sf4q1� STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS +� ` � �'.,_._.....-. -J Dav�d M in e stem, Exe cuiroe V�ce Pres�dent f, Kathleen Marcinkus, a Notary Public, do hereby certify that Patrick K Nads and David M Finkelstem personaliy known to me to be the same persons whose names are respectivety as Secretary and Executive Vice President of the Arch lnsurance Company, a Corporahon organized and existmg under the laws of the State of Missouri, subscribed to the foregoing mstrument, appeared before me des ered the sa d i strument a the f ee and vofuntary act of I said co porapion l and as� he aown free and voluniary act�s o� the uses and purposes therein set forih , COMMO►<WHAt.��OFPEH V�31f+ NOTARIAt SEAI KAtHLE�hS tAARO1KKU5, Nosary Pub1�c hs � of Plfqadbl�hl&, phi!� Goun � ��.�� _ �%;�� Kat leen Marcmkus, Not ry Pubfic My commrssion expires 3/94/2014 CEF2TIF{CATION I, Patrick K Nads, Secretary of the Arch Insurance Company, do hereby certify that the ariached Power of Attorney dated Ma,_,_.yy.�13 on behaif of ihe person(s) as listed above is a true and correct copy and that the same has been in full focce and effect s�nce the date exe ut d the Power as Execut ve Vace Pres dent �was on the date of execuUon� of ihe atiached Power of Att rney the duly elected Executive Vice President of the Arch Insurance Company IN TE IMONY WHE_�OF, I have hereunto subscnbed my name and a�xed the corporate seal of the Arch Insurance Company on this � f�! day of .11;1f1�_� _, 201?�_ Patrick K Nads, Secretary� � This Power of Attorney Iimits the acts of those named therein to the bonds and undertakmgs specificalty named therem and they have no authonty to bind the Company except in the manner and to the extent herem stated PLEASE SEND ALL CLAlM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Arch Insurance — Surety Division 3 Parkway, Suite 1500 Phdadelphia, PA 19102 OQML0013 00 C3 �3 a!" "�O ! upKrc�wre sc+u �sn Page 2 of 2 Printed in U S A ' 0 CONTRACTOR'S REGISTRATION Name of Company REPIPE CALIFORNIA lP Address � 2771 BROWN AVE RIVERSIDE cA 92509 UBI # 602313042 License/Registration # and Expiration date REPIPICL888MT 8 License Type A GENERAL C4NTRACTOR Speaalty (if any) NrA Employer's identifica#ion number (emplayer Soc Sec #) 04-3675795 *(not your persona( Social Secunty number) Employment Secunty Department number 235117009 Washingfon Industrial Insurance number 05-151200 City of Bremerton Busmess Lacense number W�LL PROVIDE UPON AWARD OF LOW BIDDER * It not licenscd witli thc C�ty a t�cen5c mu�t bc aUtainecf before hcgtntung any work ( itt ojJJremc�rorl Llni 201i <0! i Scrn er Aehnbilirotron 131' 10 ' , ' , t � l_� � LIST OF SUBCONTRACTORS Ttte Bidder shafi list below the name and the location of the place of busmess of each Subcontractor who wdi perform work or labor or render serv�ce to the CONTRACTOR in or about the construction of the work or improvement, or a Subcontractorwho, under subconfract to the CONTRACTOR, specially fabricates and mstalls a portion of the work or improvement according to detailed drawmgs contamed in the plans and spectficat�ons, in an amount in excess of 10 percent of the CONTRACTOR'S total bid The Bidder shail aiso list bekow the po�tion of the WORK which shall be perFormed by each SubcanEractor under its contract The C�NTRACTOR shall list oniy one Subcontractor for each portion of the WORK as is defined by the CON"TRACTOR m its b�d if no Subcontractor �s listed the bidder acknowledges that it does not intend to use any subcontractor whose work on the CONTRACT wdV exceed 14 percent of the bid prECe The B�dder's attent�on is directed to the provisions of Sect�on 1-08 1 of the Standard Spec�fications which may be mod�fied by the Special Provis+ons which stipulates the percent of the WORK to be performed with the Bidder's own farces Fa�lure to comply v�nth this requirement tinnll render the Bid non-responsive and may cause Ets re�ection TOTAL PERCENTAGE OF ALL. SUBCONTRACTED WORK 17 % lNSTRUCTiONS;_ W THE TABLE, I.IST ONLY SIJBCOWTRACTORS WITN W4RK IN EXCESS OF 10% OF THE CONTRACTOR'S TOTAL BID AMOUNT ' Campany Name Subcontractor License # Work to be performed ' Address Phone # Bid Amount and % of Total B�d , C� ' Campany Name Subcontractor License # Work to be performed Address Phone # B�d Amount and % af Total Bid � Company Name Subcontractor L�cense # Work to be performed ' Address Phone # Bid Amount and % of Total B�d , ' 1 Note Attach addrGonal she2ts !f requrred Crlr ojl3�rmc� inn 2Q13 Stti+cr Rebnbrhktlton SUBCONTRACTOR #'i SRAVO ENVIRONMENTAI BRAVOEM911PA 6437 S 144TH ST, TUKWILA, WA 98168 $19,893 54 0 48% SUBCONTRACT�R #2 N07 REQUIRED BYPASS PUMPING 97g� T1TAN PARK CIRCLE , LITTLETON CO 8d125 817-919-6997 $34,000 08% SUBCONTRACTOR #3 TRAFFIC CONTROL & DEVICES 8644 PACIFIC AVE, TACOMA WA 98444 253-531-9782 £16.0000 00 6 38% �fnti ?O1� Bl -11 � INFORMATION REQUIRED OF BIDDER PAGE 1 of 2 The Bidder shail furnish the following mformation Additional sheets shall be aftached as required Fadure to complete these �tems wdf cause the Bid to be non-responsive and may cause its re�ection In any event, no award wdl be made untd all of the Bidder's General lnformation is delivered to the CITY (1) CONTRACTOR's name and address, �ncludmg name of primary contac# REPIPE CALIFORNIA LP 12771 BROWN AVE RIVERSIDE CA 925Q9 951-213-3710 (2} CONTRACTOR's telephone number CONTRACTOR's fax numbe� 951-213-3729 (3) CONTRACTOR's license Primary classification "A" CONTRUCTION CON"fRACTOR Speciaity classifications held, if any GENERAL State L.icense No and Expiration Date REPIPI*902RF Name of Licensee, if different from (1) above NIA (4} Name, address, and telephone number of surety company and agent who w�ll provide the required bonds on this contract ALLIANT iNSURANCE SERVICES, INC CONSTRUCTION SERVICES GROUP 995 FARMINGTON AVE SUITE 306 FARMINGTON, CT d6032 AGENT JOANN DOMBROWSKI (5} Name and Pasit�on of person(s) who aftended the pre-b�d v�sit to the worksite (if any} NlA Cui� nf IAeutt�i lar IO/3 Sen ei Xehnbrinor�nn ,ti�,� aoi� li!'-12 > ' INFORMATION REQUIRED OF BIDDER PAGE 2 of 2 (6) ATTACH TO THfS B!D a list of 3 pro�ects completed by the Contractor, #hat are simdar to the 2013 Sewer Rehabilitation pro�ect m nature, value and complexity of work The 3 pro�ects must have been completed under the bidder's name as the prime (general) contractor with�n the last 10 years The I�st shall mclude the following information as a minimum o Names, address, and telephone number of owner o Name of pro�ect o Location of pro�ect o Bnef description of the work mvolved o Contract amount o Date of completion of contract o Name, address, and telephone number of arch�tect or engineer o Name of owner's pro�ect engineer o L�st of Ma�or Equipment a Years in business under current name o Contracts now in hand, gross amount !'ih�ofl�ixtnrerlon Mm l0l.i 2013 Scuc�r Rcl�nbrltlMrvn RI -j; � ��'�P� THE SCIENCE OF liN�[RGROUNO SOLUTIONS ��ai�� -- �ati�ca�e�d� Pa��e�t R�ferenc�� - CYP� Sewer Main Rehab 2011-12 � � Salt Lake City Suburban �-__ __ ____ CIPP lmmg of 8" (619') 10" (4,019') 12" (2,937') 1.S" Sanitation Distrlct #1 (908') 18" (4,11� ) and 21" (1,586'} 3932 5 500 East Salt Lal<e City, UT 84107 $636,904 9� Attn Don Taiford 80 1-2G2-2904 Contract IVo 4935 ^ City of Newport Beach CIPP lining of 18" (385') and 27" {220) diarnetei 3300 Newport doulevard P�p� New�ort Beach, CA 92G58 $10G,935 Attn Peter Taucher 949-644-3311 SSRP C08A. C086. C08C J w City of Los Angeles � CIPI' lini�ig of 8" (31,GSG') and 10" (212') diameter 1149 S Broadway pipe Lost Angeles, C� 90014 $872,685 Attn lftekhar Ahmed 2 ] 3-�85-5878 N. Fresno N Colleee �~ Gty of Fresno � � CII�P lining of 12 " (3,540') 15" (2,512') 18" (2,650') 5607 West Jens�n Avenue and 21" (737') d�ameter pipe Fresno, CA 93706 $7.,389,723 Attn.l<evin Nor�aard 559-62 SSRP UU1 Marina Fwv �� City of Los Angeles � CIPP I�ning of 8" (9,852') and 15" (514') diameter 11�19 S Broadway p�P� Lost Angeles, CA 90014 $317,72�1 At#n iftekhar Ahmed 213-485-5878 Prozram Phase 4 Proiect No. Ct 8028 City of Thousand Oal<s ^ � CiPP limng of 8" (4,388') 10" (6,508') 12"X18" 2100 Thousand Oalcs f31vd (105') 18"X29" (72'} 24" (161'} 27" X 43" (108'} Tllousand Oaks, CA 91362 $658,215 and 48" (54') diarneter pipe Attn Tom Pizza 805-449-2430 2011 Tacoma Mali Area �� City of Tacoma � CEPP linEn� af 8" (25,672') 10" (4,Q61'} 12" (2,743') 747 Market Street and 18" (54S') d�ameter pipe Tacoma, W/198402 /1ttn� Lisa Oestrcicf� $1,142,167 253-5978-7871 Start 11-1-2011 Complet�on 2-8-2012 2011 2011 2011 2011 2011 2011 2011 Retirnne & Reconstruction J City of f�asadena CIPP I�ning of 8" {60') 12" (SO'} 15" (60') 16" (190') 100 N Garfield Ave N306 1$" (G8") 21" {130') and 30" (�14') Pasadena, CA 91101 $1��,653 2011 Attn Bob Gardnei 626-744-4 Pro�ectRefcrences-CIPP 2 6/14/2012 Reptpe Constniction, LLC - Callfornia �525 C Gdbraltar Street bntarin, CA 917G4 909-291-A050 � � I � � � � � `�� EP� PE ��i n�: � nieiani�v THC SCIENCE OF UNpERGROUNU SOLUTIONS Re�a�e - ��8�fo�o�i� Pe�o�e�� Re�e��c�� _ C�P� -- ---- - - --- Bristo) St � � City oF Santa Ana CIPP lin�ng of 1,249 linear feet of 24" diameter pipe 22U 5 Daisy Ave (M-85} Santa A�ia CA 92703 $217,326 2011 Nttn arian {ge 71�1-G47-33 Proiect Nos. s00111 & g00211 �' City of Issaquah W � CIPP lining af 8" (10,000) and 24" (300'} diameter �.I75 12'�' Avenue NW p�pe Issaquah, WA 98207 $325,173 2011 Attn Tony fV�t�ye�t 425-837-3437 _ _ _�--- _ --- _---- Citvwide Trenchless Rehab City of Uplancf� CIPP Ifnrng of $" (5,652') and 10" (634') diametcr 1370 N Benson �lvenue pipe Upland, CA 91786 $138,983 2C}11 Attn Eddie Rliee 909-931-4273 —_ - -- — _ —� - ---_ _ — Super Exaedited Sewers 4 CIPP lin�ng of 8" {1,759') 10" (385') and 12" (225'} ' Contract No. 07-4Y3704 4 � , CIPP iining of 18" (530') and 24" (6Q0') diameter pipe � Contract No. 07-4Y3504 v CIPP lintng af 1,300 linear feet of 18" diametcr pipe � , SSRP U09 & U10 CIPP Im�ng of 8" (7,724'{) and 10" (987') diameter pipe � L1 , L � � C±tv of Richfand. WA CIPP Rehabilitation � u �� CIPP lmn�g of 8" {35,859') and 100 (379') diameter pi pe C�ty of Los Angeles 1149 S Broadway Lost Angeles, CA 90014 Attn �ftelchar Ahmed 223-485-5878 Stat� of CA DOT 3212 Rosemead Blvd EI Monte, CA 91731 Attn Wassan Aznna 62&-572-673z � Caltrans 3347 Michelson Drive, Suite 100 Irvine CA 92612 Attn Joe I<ao 714 -724-2050 City of Los Angeles � 1149 5 l3ro2dway Losi Angeles, CA 90d14 Attn lftef<har �hmed � 213-485-5878 --- -! Owner City of Richland 840 Northgate Dr Ricliland, WA 99352 /�ttn Shefdon Wiflramson PH (509) 942-7492 swrllia�nson@a rtc#iland wa us � $133,409 2011. $119,500 2011 $99,450 2011 $239,231 2011 Start 2-7-2011 $788,�58 50 Completioi3 7-25-2011 Pro�ect Referencc�s - CIPP 3 6/24/2012 Reprpe Construction, LLC - Californta ��2� C 6dbraltar StrePl Ontar�o CA 917G� 909-L91-40'�0 � ��a�� N �„�: <<��,.�,. THE SCIENCE OF UNDCRGROUNp SOLUTIONS _� _�— _ ��"r�e -- ��I��o�ni� �rm,�ec� �eger�nee� - ��PP __ �astern Ave Hill Complex LA County of Dept of Public CIPP lining of 12" (606') 15" (t,176'} 18" (1,121') Works 21" (300') a��d 36" {430'j diameter pipe 90Q S Freinont Ave Alhambra, CA 91803 $392,131 Attn Fernai�do Villanueva 626-300-3380 __ _ _ ____ _ ^ _ Countrvwide Asphalt Resurfacros Courlty of San Diego CIPP lining of 18" (128') 52" X 32" (138') 24" (22') 5500 Overland Ave, Suite 315 and 36" X 22" (265'E diameter plpe San Diego, CA 92123 $148,705 � Attiz Walter Emmet 858-694- SSRP A01 Emerson Ave CIPP lining of 8" (11,849') and 10" �295') diameter pipe Phase J-1D T^ CIPP ancl Rib Loc lining af 61,050 I�near feet of 8" cliameter p�pe Proiect No. 51351 & 52711 v CIPP I�ning of S" (15,500'} 10" (1,450') 18" (190') 21" (72d') 24" (75') 27" (360') and 36" (240') diameter p�pe Builetin No 10-10 �� CIPP lining of 8" {2,751'} 10" (268') and 15" (368') diameter {�ipe SSRP H25A Hoover � CIPP Imi�ig of 8" (4,535') and 10" (75') d�ameter p�p� Var�ous Locations 8id No 4620 �_ CIPP linii�g of 15" (45') 18" (919') 20" X 15" (40'} z4�� ,o�.s�� z6�� x zo�� (�s�) zs�� x Zo�� (ss") z9�� x 18" (546') 30" {163'} and 36" (S30') diameter pipe City of Los An�eles 1149 S Broadway Lost Angeles, CA 9001�1 /�ttn Iftekhar Ahmed 213-485-5878 _� ' Gty of San Diego 1010 Second Avenue San D�ego, CA 9Z101 Attn� Bill Swallow 855-495-7879 City of Ful(erton 303 Cammonwealth Fullertoi�, CA 92832 �ttn. Eric Villagracia 71�1-738-6a53 Montecito San�tary District 1042 Montecristo lane MontecEto, CA 93108 Altn �iane Gabrie! 805-9G City of Los Angeles 1149 S B�oadway Lost /ingeles, CA 90014 Attn lftekhar Ahmed 213-485- County of San Diego u � 5500 Overfand Ave, Suite 315 San Diego, CA 92123 Attn Walter Ernmett 858_694-2717 ___ _.�_ -- r ' � ProJect References - CIPP 4 6/14/2012 � Repipe ConstructEon, LLC - C�Ilfornla 5525 I Gilbraltar Street �ntario CA 9176Q 809-291-AOSO $287,744 2011 2011 2011 I � � � � D � -- - - --� ______-- I � $1,205,737 $ 646,815 $168,145 $1.37,788 2010 � � 2010 � 2�1� 1 ' 2010 ; � - ----a - - -- - -- $�486,689 I 2010 I ' � � LJ � , � � � � , � � � ' � , � �J k h� �;� � �. � �; <r��, ,kr 1 . . , i i •< - ::xe.: -.i .,r,.� ,. N�X'� u..; U::_ ,,.�t��.:,r_ . . .. . .:w a.�1:;; "'' � . . �- � Z � �. �.: Y i !� 1.>„_, � � f � . . _�:_._. .. .:..__ , ax.. ._.,.._.._.; ._ .c.. .... �.:.;i..,_. .� ...;:�..�� ...... .�..,.. ..�:. ..'..�_...�.>s .. . .._ ��"c .�c _ _ - - - R��p� � C�lifo�o�i� P�m�ec� �3ef�r�e�c�s -� �I�P _ _ _ - -- --- 2010 Trenchiess Sewer Main City af Arvada Start I CIPP linmg of 8" (101,161') 18" (1,148') 3G" 8101 Ralston Road 9-14-2010 � (1,820') and 48" (1,243') Arvada, CO 80204 $2,476,434 6G Conipletion /�ttn, Tim Hoos g-23-2011 ' 720-898-7644 ' --- __ T __.; 2010 Citvwide MetalStorm Rer�a�r City of Laguna Beach CiPP Lining of 10" (62') 12" (1,372') 14" (40') 15" 505 foiestAvenue (35') 1.6" (63') 18" {582') 24" (257') 30" (240'� 36" Laguna Beach, CA 92651 $276,505 (1U2') 18" X 11" {561'} a�td 18" X 12" (129') Atin Steve May diameter p ipe `- --- -- 949- 497-0711 ____- - _-- -- -- - Phase IC-1 City of San Diego CIPP I�nmb of 36,465 linear feet of 8" dr2►neter pipe 101Q Second Avenue San Diego, CA 92101 $619,905 Attn B�II Swallow 85&495-7879 Cement Pipe Rehab Group 8 �� ^ Long Beach Water Department CfPP lir�ing of 8" (9,167') and 10" (1,034') diameter 1800 Wardlow Road pipe Lon� Beach, CA 90807 Aitn Robert Verceles 562-570-2337 2010 Relinin� CMP 5torm Dra�n V _�� M M City of Pasadena CIPp lining of 1.2" (13S'} 15" (275'} 18" (455'} 24" 100 N Garfield Ave N306 (41Q') and 30" (100') diameter pipe pasadena, CA 91101 Attn Bob Gardner 62b-744-4643 Cement Pipe Rehab Group 14 Lo�zg Beach Water Department CfPP lining of 8" (7,173') and 10" (501') d+ameter 1800 Wardfow Road pipe Long Beach, CA 90807 Attn Robert Ve� celes 562-570-2337 Storm Drain 3ob {Vo. 3301 C�ty of E) Ca�on CIPP hning of 18" (1,168') 2�i" (328'} 30" (186') 36" 200 Cfvic Center Way (1,491') and 36" X 22" (58') EI Ca�on, CA 92oz0 Attn Dede Porter 619-A41-177.5 SSRPGriffithParlc �'--__ ___ ___ CIpP lining of 6" {1,459') 8" (2,488') and 12" (577') diamctei pipe City of Los /�+igeles 1149 S Broadway Lost Angeles, CA 90014 Attn Iftel<t�ar Ahmed 213-485-5878 $38G,798 $263,666 $416,051 $A60,907 $ 7.43,297 2010 2010 2010 2020 2010 2010 2010 Pio)ect References - ClPP 5 6/14/2012 ' Repipe Constraction, LLC - Catifornia 5525 C Gilbialfar Straet Ontario CA 99 7GA 909-29I-4050 � � .� �V� � ' r ; : r i;'f%4;�.a��:. r � .. � . �.. . . . �.L...a,�:v'u� �..r,i:� \ ..�_�:: \ ...::..:. .Y.�...c. �..:'.� e„✓L,:�/ �. _..J. �-.. ..,....�'..,�. "..l ...!:. � .n�a�..:-.�'.�r �...��;..� .� . �,".'v _ _ "_,' � _ f •. _ � , �w��Ap�� - ��i�¢�s P�o�e�f �3e��r��e� _G�,P� C�tv of Los An�eles Ctty of !os Angeles CIPP lining of 8" (10,448') 10" {298') and 12" (65G'} 1149 S Broadway diameter pipe Lost Angeles, CA 90034 Attn Iftelch2r Ahmed 213-�85-5878 S SRP P18B Verdu�o Rd �� _� City of Los An�eles CII'P iin�ng of 8" (5,920') 10" (19p') and 12" (223'j 't 149 S Broadway diarneter pipe Lost Angeles, CA 90014 Attn tftekhar Ahmed 213-485 SSRP P18A Ea�le Rocic City of Los Angeles CIPP lining of 8" {1.0,551) and 10" (57'} diameter 1149 S Broadway pipe Lost Angeles, CA 90014 Attn Iftel<har Ahrred 213-4 85-5878 GWSD Proiect No. 09-OS CIPP fining of G" (3,621'j 8" (8,164') 10" (5,582') 12" (3,439') 15" {3S0') and 18" (897') diameter pipe Goleta West Sanitary District UCSB Cam��us tot 32 Santa Barbara, CA 93106 Attn Marlc Natton 805-968-2G17 San Marion Outfafl Trunlc !�� !A Cnunty Sanitation Dist�ict CIPP lining of 12" (847') 14" (1,469') 15" {28�') S6" 1755 Worl<man Mill Raad {1,358'} 28" {1,�467') ZO" (1,426') and 22" (1,251'� Whittier, CA 90601 cJiameter p�pe Attn Greg Hape _ _ 310-638-1161 20�9 Annua! Sanitarv Rehab CIPP linrng of 8" (31,163') 10" (1,000') 15" {1,164') 18" (593'} and 21" (928') diameter p�pe Storm Drain Rehab Proiect #133992 CIPP lining of 10" (851') 12" (7,152') 15" (110') 18"(256') and 34" (283') diameter pipe 2009 Sewer Unin� Proiect #09-01 CIPP lining of 8" (10,635') 10" (965') 12" (80d') 18" (330') and 24" (750') diameter ��ipe City of Tacoma 747 Mai ket Street Tacorna, WAS 98402 Attn Lisa Oestrrch 253- 594-7871 Gty of Palo Alto � 250 Hamilton Ave Pafo Alto, CA 94301 Attn Joe Teresi 650-329-2129 aty M,{I - ___ 525 N 3"' �venue Pasco, WA 99301 Attn I<erit McCue 509-5�t5-3444 $309,030 2010 $173,846 2010 $273,127 2010 $1,246,038 2009 $1,339,084 $1,515,012 $394,981 $346,242 2Q09 1 1 � � � � � _ � e � � 2009 I � 2009 ' _-- 1 2009 ' � ' Pro�ect References - CIPP G G/14/2012 , Repipe Construction, LLC - Cal�fornia 5�75 E Gilbraltar Street Ontano, CA 917G4 R09-291-4050 � � � [J r �, � CJ � � , � � ' � , r� ' � � �� THE SCIENCC OF UNDERGROUNU SOLUTlONS ��air�� — ��la�vf•n�a �� e��r��ac�� P� Z009 Storm Dra�n Improvement ~^ City of aelmant ^ � GPP lu�ing of 12" (1,157') 7.5" (2,279') 18" (3,029') 1 Twin Pines Lane 24" {507') and 36" (294') diarneter pipe Belmont, CA 94002 Attn Gilbert Yau 650- 595-74G7 $811,532 20d9 2009 Water Qualitv L�nin� � � Denver Wastewater ^ CIpP lining of 8" (52,210') 9" (502') 10" (2,695') 12" Mana�ement (3,396'M 15" {1,306"} 18" (629`) 21" (989'} and 24" 20000 W 3"� Avenue (200'j diarne#er pipe Denver, CO 80223 Attn Pam Bab�acic 303-44G-37 City of Costa Mesa � � Gly of Costa Mesa �� CIPP lining of 475 linear feet of 24" diameter pipe 77 Fair Drive Costa Mesa, CA 9262G Attn Irena Gurovich 714-754-5d29 _ _ _ 2009 Annual Sanitar — Phase I � Denver Wastewater CIPP (ining of8"(107,�72') 10" (1,812') 12" Management {1,449") 18" (435') ai�d 27" (500') diameter p�pe 20000 W 3"� Avenue Denver, CO 80Z23 Attn Pam Bab�acic 303-A46-3719 ___ CDR 438 Phase 2& CDR 436 tA County of Dept of PuE�lic CIPP lin�ng of 18" (1,078') 21" (40') 2�#" (738') 27" Woi1<s {353') and 30" (56') cfiameter p�pc� 900 S Fremo�it Ave Alhambra, C/191803 Attn Fernando Villanueva G2G-300-3380 200f3 Storm Drain Lin�n�� City of Rancho Palos Verdes CIPf� lining of 18" (1,6�9') 24" {422') �6" (110') 42" 30940 4iawthorne f31vd (9G`) and 5�►" (60') diameter �ipe Rancho Palos Verdes, CA 90275 Attn Ron Dragoo 310- CMP l.inin� Phase 1C� �� LA Co«nty of Dept of Public CIPP lining of 12" (937') 15" (398') 18" (4,123'S 21" Works (544') 24" (1,SS3') and 36" (1,537'} diarneter pipe 900 S Fremont Ave Alhambra, CA 9I803 Attn Fernando Vrflanueva �.._._.._--- ---- — - - ---__-- 626-30U-3380 _....._—._ f'ro�ect Refereitces - CIPI� 7 � Repipe Construction, lLC -CaLforrna �5J5 C �ilbr�ltar Streei ~ Ontatio, CA 92764 $1,324,624 2009 $87,975 2009 $2,062,268 { 2009 $351,155 200� $186,703 2008 $1,097,086 2Qqf3 fi/14/2012 9Q9-�91 4050 � ( fM � .`7 h :. :�� : :r� , ,,^ �. � � � � t � �.a� -:� t . a...�.t-4. ,. _�_..�..:�,-: � �� .. S � � . . .�.::..si ° . i�.�. .w . .. 5�� _:a_:.. :-�:' . .,�.:. .... .. ....... .�..<.: .:.... ....... , ... �. , ...,.ti� �. � � � � _ ;✓; �.e�6�� w �ali�o� ��•a+,�� 'eo M ��E� CDR 241 & COR 445� T^ L/� County of Dept of Publ�c CIi�P lirnng of 21 " (80') 24" (324') and 36" (340'} Wori<s diameter pi�e 900 S fremont Ave $�5G,984 Alhambra, CA 91803 Attn Norrn Corter G2E- 3003388 CDR 232 �_ TM -- --------- LA County of Dept of Pubhc �� --- ---�� ^_—. CIPP lining of 16" (] 24'y ].8" (1,539') 21" (328') 24" Works (247'} 30" (92'J and 3G" (301') diameter pipe 900 S f iemont Ave $408,306 Alhambra, CA 91803 Attn Norm Cortez 626-300-3388 CDR 14fi --- - -- -- — ---- - -V CfPP im�ng of 18 �� (142 21�� {136 24�� {179 3a�� (G7' anci 36" (375') diameter pipe Los Cerritos / CDR 235 � CfPP I�n+ng of 18" {1,115J 24" ( 419') 30" (287') and 54" (224') diameter pipe �hase II Rehabil�tation ^ T �IPP Imn�g of 27" {1,765') 30" (2,141'} and 33" 3,265') drameter pipe .os An�Ees River Side inlets :IPP I�ning of 10 �� t125�} 1r� (799 ss�� 50�� sa�� 877') 21" (141') 24" (646') 27" (46') 30" (�49') and {6" (424'} diameter pipe CMP t2ehab (DR-163} � CIPp Immg of 24" (463') and 30" (83') diameter nipe LA County of Dept of Public Works 900 S Fremont Ave Alhambra, CA 91803 Attn Norm Cortez 626-300-33 L!� County of Uept of Pubitc Works 900 5 Fremont /1ve /�Ihambia, CA 91803 Attn Nor m Corfez G26-300-338$ City of Concord � 1954 Parkside Drive Concord, CA 94519 Attn Quinar l<ah�� 925-671- LA County of Dept nf Public Works 900 S Fiemont Ave Alliamb3a, CA91803 Attn Haiout Kassat�i�n &26-458-49 City of Chuia V�sta � 276 Faurth Avenue Chula Vista, CA l�ttii Cesar Magl�uhat 619-3 97-6114 $183,313 2007 7_007 2007 $408,$16 2007 $3,3�13,289 2007 $705,372 2007 $13G,700 2004 Pro�ect References - CIPP �� 8 G/14/2p12 � Reptpe Constructfon, LLC - California 5525 F Gilbr2ltar Slreet Ontaria, CA 91 /64 909 291 4050 � � � � � � � � � , � � � ' � ' � ' � � �,��,P� THE SCIENCC OF UNDERGROUND SOLUTIONS Repi�� a��a�rai� Pro�e�� e��6•�a�� - ��P� Ocean Ave & Main St � ^ City of Santa Monica CIPP lintitg of 30" {1,337') 33" (367') and 39" (696'} 1685 Main Street diametei p��e Santa Monica, CA 90401 $43G,508 2003 ' /lttn �iigenia Chusid 31U-4 34-2b18 _ _ ______ ��e �� x��r6�a�sce ��/ �a�a�� &" �12U 6,111 12 ,419 21,879 16,642 57,471 _ 7.5" __ .- - -- i 8 1 10,007 135,546 110,049 243,189 370,144 306,78�4 1,275, 9 �� ___ _ ---- _____ ---- _ _ _ 394 39 4 --__ _ _ _ _ __ _ _ - ---- ----- - -- --- --- - '- 10" 5,939 ] G,441 5,7fi8 2 5,164 19,459 22,727 __ 95 ,498 1 2"' � J � 7,004 � 9,068 ^ 2,300 8,932 --- 26,37 11,134 _64,816 N --- - - -- - - - -- - - ---- --- _ ___._ - - 14" 1,805 5,10$ 516 _ __ �15" ----- 748 7,Sf3 1,497 � 8,56 _ 6 ,7G6� 3,018__ 28,180 16" - �� 91 0 2,1d4 ----- 1,149 -- - 388 _ 18" --- --- - � 2,128 -� �� 5,3&0 � �1, 831 302,827 ---^- 6,81G 10,395 --- 332,357 , 20" �-- - - ---_ - _- � M 1,538 1,538 rn - 21"�� ' 25Q 655 38 �- -- 38 8 1,438 � 2,87b� 5,64 2 --- -- _ _____ .- __T__ -- - ----- �,951 � 1,981 _ 23" __ -- _--_ --- --- - _ _ _-_- _ -- - ' _ _ 2A" $1 6 1,963 ----- 65R - -- 3,418 _ 1,719 _3,748 _ _12 27" - - --- 74 - - - -- __ _ 753 ___ 827 30" � 624� � 594 � �_ �^ 3.384 -- - � 947_ �G20 fi,1G9 - -- ---- --- -- - - - 17'L _____ --- 444 615 __ 35" �- -- - - --- - -- 3S ---- - - _ - _ 35 36" T � ^ ____ G56� _ 1,326 `_129 �` 8G3 T _1,91� 1,863_ G,747 � 38"m ____ _ _ ____ __ _._ _ -- -- -- - - - -- ---- - _ __ 39" -_- __ _ - -- --- _ - 42" ---- ------- -- - -109 _ -- 210 _ 319____ 4a" ----- - - - -__ --- _- - _ _ _----- 1.84 184 54" --- - 264 -- - _ 72 _ _ _.��_ _ - 94 _._�- - - 43p -6 Q�� _� _- ^ -- - ___ -_ _ _ -_ __ _ ------ __- 66" --- --- ----_ _ _ ______ _ __ - - - - - --- - - __ _ - 78 " - -- - - - - ----- --- - - 57 - --- ---- 57 Total � � ^ 129,960� _ 181,329 _ T 131,593 _ _611,876 �163,8G4 `385,462 1,89].,30A Pro�ect Ref�r�nte - C(P 9 6�1�4�z0?2 M ~ Repipe Constructlon, LLC - Cattfornia 55?S r Gdbraltar Streei Ontar�o, Ca917fiA 909-291 405� I1 N I f 3 i'-; C: f,n t.5 p�fi, l'�s 1° TO WHOM IT MAY CONCERN TO COMPLY WITH BID QUALIFICATION, PLEASE BE ADVISED THAT REPIPE CALIFORNIA, LP'S �CONTRACT IN HAND, APPROX GROSS TOTAI. 9,616,000 00 e 3„�('��'�r (", it«rE�ar �</�3 (�Ffj�it3�VF �i�ti�IZ�t (Fi t��r(zi p� ��` :�z 3Ti0 , L)�� Ii 31�`� � � � d �"'�� _� �' �, ; �;> '�: ;� �; ; � � � � � � � � � � t i ' � 1 FrE'iE1<� C 2 s(4rr�i� 1.1' i 5 3iad n Hvr � i?i�e�S�cla..�tr?xt�� , �1�, 7 a s 3: �i r o*„ !i> `t:, , „rr � ,>�„ �,� � „�, ' IVrAJOR EQUIPMEIVT LIST ModeUType Uescr►phon PLTFRBLJILT 3 AXLE 37' ECO CAS1 TRUCK ALLMOND T/C ARROWBQARD ARROWMASTFR T!C ARROWBOARD ARROWMAS7 ER I /C ARROWBOARI� ARROWBOARD 1'/C ARROWB()ARD ARROWMASIER T/C ARRUW�30ARD ARROWMASTER 1'/C ARROWBOARD ARE20WBOAIZll 1/C ARROWBOARD FRTLNR-FL70 Manhole L►mng Truck FORi) F�50 SUPER DUTY INTEKNATIONAL STEAM TRUCK FORD F-650 S I E,AM ROILER TRUCK MACK WAT�R BOILER GMC CIPP Support Truck ISU7U-NPR C1PP Support Truck GMC ! ISUIU CIPP Suppori Truck PDS 185S-6B1 C�M AIRMAN COMPRESSOR P250WJD INC3EKSOLL-RAND I ORD Sterlmg Truck Flat I3ed Truck FORI7 DIESFL TRK Cutt�ng Truck ISUZU-NQK Cuttmg Truck ISUZU-NQR Cuttmg Truck F550 SUPhR UU TY Cutt�c��; Truck F550 SUPER DUTY Cuthng Truc.k FRFIGH CLINER Roll Former FORD F 800 JC T"1"RUCK GMC J E: C TRUCK 3TFRI.ING JET TRUCK FORD F-650 JET TRUCK INTFRNATIONAL 433 JET TRUCK FORD F-250 UIESCL Pickup Truck CORD F-250 DILSLL P�ckup Truck FORD F-150 Pickup Truck Fard-F-250 D�esel Pickup Truck Ford F 250 DIFSEL Pickup fruck t'ORD F-250 DIESEL Pickup Truck CHEVY 2500 Pickup Truck FORD F-15Q XLT P�ckup Truck Super-Cab FORD I'-250 CREW CAB PICK-UP 7 RUCK FORll F-250 CRFW CAB PICK-UP TRUCK FORD F-250 CREW CAt3 PICK-UP TRUCK ..� �� f � ,� � .: ,, f z� _ _ _ , ��_ . �� ; -�< � � R<={ ip� i al inrn�a :'li LrCl. rl1�( ( IVCY>IL�C�I� � �S�zi {) r3', � I t 3! 7 Q , �1�i 173 ;ii�*' „ i )�� 3�� <nn FO1tD F-250 CREW CAB PICK-UP TRUCK IN1 �,RNATIONAI l REEI"ER 24' 1 HCI�IvtOKING RCCFER KENW�It1 H 24' CARKI�.R REEFGK INTERNAI IONAL / RFEFER 24' T�-iGRMOKINCi RE�FER FREIGHTLINER 22' THERMOKIN(i RbLI ER FRFIGH�[ LINCR Rib I oc 7 ruck INTL-NAVIS I AR R�b I.c�c Truck I Itf I(,I (1 I l�!( I2 1 I 7t? �, I I>>1l I�Oli I It � 1(!' I"450 Rcc Cab F'650 ST AKL•33bD 1 RUCK F650 STAKLBLD CRUCK I ARGE SHOOT ER 48" VOLVO 2 AXI,L' 1'RACTOR WACKFR 4" PUMPS 4" WACK�R P[IMPS WACKFR 4" PUMPS 4" WACKER PUMPS WACKER 4" PUMPS 4" WACKER PUMPS WACKER 4" PUMPS 4" WACKER PUMYS WACKER 4" PUMPS 4" WACKFR PUMP5 WACKLR 4" PUMPS 4" WACKER AUMPS WACKER 4" PUMPS 4" WACKFR PUMI'S WACKER 4" PUMPS 4" WACKER PUMPS WACKER 4" PUMYS 4" WACKER PUMPS WACK�R 4" PUMPS 4" WACKER PUMYS CherJc a License - Ucense Dekad - Contractors SWte UCense Board , •n '. - r ° ti' , sea�ch_...__ __---- - - .... _ __y � ��i� �ppq �_a_ ��f4:t,�'�s_� n� "-�[r^= � _ _pCaiiforrna �R �'� �,��v �a �ontra�tmrs �$�fi� L�cerrse �oard ��,p.a ra.`� � '`� �''+ `+s ��,�:; "� E � rna�! a�er�ts �.,.� QUICK HITS -�� CSl6 BasFc Facts u FrequenUy Asked Quesbats °.> forms and Appl�caGOns �` Gu�des and Pamphlets �k CSLg Laws and t2egulaUOns » Irst of All CSLB fees » How to Partiapate Contaet Us _ CoMrdeMn Sfate L�eense AoeN 9821 &tmnoss Park Orrve Saciemento C.4 95827 vhone {800J 32t-CSLB • ,,,��^� � ,�n^rs » C,,,,, x � _ ��^:f- -;� Detad COtltfiaC'�Or'S E.iC��se D�tall - L�cense # 952631 � DISCLAIMER. A i�cense status eheck prowdes infortnation taken from the CSLB license database Before relying on this infotmation, you shouid be awa�e of the foltowing limitations CSLB complamt disdosure �s resUicted Dy taw (� ;� %- �y )f tMs entdy is sub�ect to pub4�c complamt disctosure a i�nk for campla�nt disctosure wdi appear below C6ck on the hnk or button to obtam complaint andlor fegal action information Per �3a �� ' only construcEcon related cnnl �udgmenis reported to the CS�6 are d�sciosed Arbitrations are not l�sted unless the Contractor f2�ls to comply unth the tertns of lhe arbitration Due to workload there may be relevant informaLOn that has not yet been entered onto the Board's hcense database � , , � _ Llcense Number Business Information Enttty issue Date Expire Date License Status Class�ficat�ons 982631 REPIPE CAIIFORNIA lP Business Phone Number (951) 213-3�70 t2771 BROWN AVENUE RIVERSIDE, CA 92503 Partnersfup 04171l2D13 04130/2015 ExtracL Date 6l14/2073 Bo�mg ACTi V E i a�cer�a� ,s c..� c� � c aC � � All Enformat+on beloav s�auId be revi8rved . p .:'�� c� y� i r ' ^ �� TP , ; �� q 7his Gcense filed a ConVactor's Bond with �r?i � ;�S.;a��C��^� �� Boed Nuenber SU1120880 Bond Amounr S12500 Effeclive Date 04I0512013 1. This l�cense filed 8ond of pual�fymg Indnnduat number gU1128879 for SEITRICH RONALD SCOTT in lhe amouot of S1G��lVO Wlut.^ �i}�Al`� ^ �' 1 � �a J Effeetive Date 04l05f2013 https //www2 alb ca govlonhneserv�ces/checklicensel1/��censeDetad aSpx�UCtVum=982631[O6/14J2013 4 06 41 PM] � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � Check a Utense - Lccense Debik - Conuadors State Utense Board 7h�s license has workers compensahon insuronce �nnlh �( C"'� iT`r . f Wo+kers' CompensaUO» poi�cy Number. CWD7409219 Effect�ve Date 04/0112013 ` Expire Date 04/Ot12074 Pers6nnel hsted on Ihis licerse (current M GisaSSOCiated) are iisled on olhef Ucenses C=�^ � . s �^i ',c �lc�'- � ?r�vP ' r�' c , Copynght � 2010 StatB of California https //www2 cslb ca gov/ont�neservxes/checklicenseFi/UcenseDetail aspu�irWum=98Z631(06/14/2013 4 06 41 PM] Contractors or Tradespeople Detail Wash�ngtan State Department of . Labor & Indus�ries Contractors or Tradespeapie Detaii Retum to L�st > Start a New Search >� Pnnter fnendlv Verifv Workers' Comn Premium Status Check for Deat of Revenue Account Page 1 of 2 About GenerallSpecialty Contractor A business reg�stered as a construchon contractor with L&I to perform construct�on work wrthui the scope of �ts specialty A General or Specialty constructaon Contractor must maintain a sureiy bond or assignment of account and carry general habthty msurance Busmess and L�eensing �nforma�tEOe� Name REPIPECALIFORNtALP � Phone No {909) 291-4050 i Address 5525 E G3btalwr St Suite/Apt Ciry Ontario State CA Zlp 91764 �ounty Out Of State Buslnes57ype Corporauon Parerrc Comparry UBI No Smtus License Na Luense Type Etfectrve Date Fxpiration Date Suapend Date Specialty 1 Speuaity 2 � 602313042 � Attrve REPIPLL888MT � Construafon Contractor 8/26/2012 8/28/201a J � General � Unused � � � � � � � � � � � � � � � _ � � _ _ STq�"E OF CALIFORNIA COUNTY OF SqN gERNqRDINO NORI_COLLUSION AFFIpqVIT ) j ss HEIDI CLEMONS she rs AU�-HORIZIEp REPRESENTA7IVE ' bein of the 9 first duly sworn, deposes and says that he or of a pam` makmg the foregorn � Y undisclosed pe�son, g b �� that fhe bid is not made in the mterest of, or on that the bid is pa►��rship, com genume and not collusive or sham, that the bidder has � behalf �ndu�ed or soticited an p association, arganization, ar co indirecfty colluded, cons �ed�r b►dder to rporabon, p . conn�ved, or agreed w th any b °t d�rectly or indirectly sham b�d, Qr that anyone shaii refrain from b�dd�n , and has not d�rectly p� directly or mdirectl anyone eise to the bid Y, sought by ag��ment, comm n�cat►onho confe ence �t �n an put m a pnce of the bidder or any other bidder, or to fix an oU� Y manner, of the b�d pnce, or of that of an W�th anyone to fix body award�ng the contract of ther b�dder, or to secure an �head, pro�t, or cost element stafements contamed m the brd are true Y advantage a anyone mterested in the p 4S 9amst the mdirectly, submitted h�s or her b�d � and further, that the bidder has not pub�i� or drvulged ►nformation or data relat�ve p C Optract, that a�� corporation, pr�ce or any breakdown thereof, or the contents' hereofr merriber or partnership, � a � thereto, or paid, and wi►t not agent thereof to eff ctuate a Iluswe or ham b��n pay' any fee to any , bid depository, or to any id Subscribed and sworn to before me this 13 ------_day of JUN`_ , 2013 J M LOPEZ, � � ("� ��. C'�,�1 � ' Notary p �n and for the l County of SAN gERANRDiNO State of CqLiFpRN�q (SEA�� c,�, �fR,��.»<„�„ ZO/3 Sci�ei Xchah�/uanon S�gned 1 �• (1� � ,'�fn� �OI3 !T/-IQ � ' ' BID CERTIFICATE (if Partnershipl STATE �F CALIFORNIA ) SS COUNTY OF SAN BERNARDINO� I HEREBY CERTIFY that a meetmg of the Partners af the LIMITED PARTNERSHIP i a partnership existing under the laws of the State of �� , held on MARCH 7TH , 2013, the following resolution was duly passed and adopted "RESOLVED, that HEIDI CLEMONS as AUTHORlZED REPRESENTAIVE of the Partnership, be and is hereby authorized to execute the Bid dateds-17, 2013, to the City of Bremerton by this partnership and that his/her execut�on thereof, attested by the �ENERAL PARTN R shall be the official act and deed of this Partnersh�p " I further certify that said resolution is now in ful{ force and effect IN WITNESS WHEREOF, I have hereunta set rry�hara�l this � � �,, , day af �UNE , 2013 �, er (SEAL) �SIDENT WATERS POLLUTIONS CaNTROL 1NC 1L PARTNER C'�ri ��JB,x�,re,ron Mat 1013 20I3 Sen u ReJrnhrLrnnmi � �; ,BID CERTIFICATE (if Partnersh�p) STATE OF CALIFORNIA ) ) SS COUNTY OF SAN BERNARDINO} I HEREBY CERTIFY that a meeting of the Partners of the LIMITED PARTNERSHIP , a partnership exrsting under the laws af the State of DELAWARE , held on MARCH 7TH , 2013, the following resolution was�duly passed and adopted "RESOLVED, that HEIDI CLEMONS as , AUTHORIZED REPRESENTAIVE of the Partnership, be and is hereby author►zed to execute the Bid dated6-17, 2013, to the City of Bremerton by this partnership and that his/her execution thereof, attested by the ��N��t PARTNER � shall be the official act and desd of this Partnership " ! further certify that said resoiution is now in full force and effect IN WITNESS WHEREOF, i have hereunto set my�nd this � � r� 1 . day of �UNE , 2p13 � ANT SECRETARY ND WATERS POtLUTIONS CONTROL INC GENERALPARTNER (SEA�) C)h� oJli�enecilon 2013 Se�te� /Leliabrlrloiroi� Ylni 2013 nr-3 � � � � In accordance with Chapter 56, Laws of 1975 1st Extraordinary Session, � Certification regardmg Equal Opporturnty is requ4red of bidders or prospect�ve contractors and their proposed subcontractors pnor to the award of contracts or subcontracts � � , � C L� � � � � L � � CERTIFICATION BY PROpOSED CONTRACTOR REGARDING EQUAL EIIAPLOYMEPIT OPP4RTUNITY Name of Prime Contractor REPIPE GALIFORNIA LP Address �2�7� BROWN AVE, RfVERSIDE CA 920509 Internai Revenue Service Employer ldentification No 04-3675795 a Contractor has participated in a previous cantract or subcontract sub�ect to the Equal Oppnrturnty Ciause b Compliance reports were required to be filed in connection with such contract/subcontract c Contractor has filed all compiiance reports required by Yes X No Executive Orders 1 Q925, 11114, 11246 ar by regulations of the Equal Opporturnty Commission issued pursuant to T�tle Vt! of the Civii Rights Act of 1964 d if answer to item 'c' is "no", piease explain in detail in the space below CERTIFICATION I, the undersigned, certify that the mformation above is true and complete to the best of my knowledge and belief HEI01 CLEMONS, AUTHORIZED REPRESENTATIVE Name and Titie of Signer {please type or prmt cleariy) � ' �� `v� � Signature Yes X tdo Yes X No 6-14-13 Date � ' C rh r�f l�r�.mei ton 2Ri 3 Sc,� i r Rc hcrhdrlcruo+r ,�i��, zov !31 I S ' CERTIFICATiON OF IVON-SEGREGATED FACILITIES (Appiicable to federally assisted constructian cont�acts and related subcantracts exceeding $10,000 which are not exempt from the Equal Opporturnty ciause ) The federally assisted construction contractor certifies that he does not mainta�n or provide for his empioyees any segregated facilities at any of his establ�shments, and that he does not permit h�s employees to perform the�r services at any {ocation, under his controi, where segregated facilities are maintained The federaliy assisted construction contractor certified, further that he wili not maintain or provide for h�s employees any segregated facdities at any of h�s establishments, and that he w�ll not permit his empioyees to perform their services at any location, under his control, where segregated fac�l�t�es are mainta►ned The federaily assisted construction contractor agrees that a breach af this certification is a viofation of the Equal Opportunity clause in th�s contract As used m th�s certificatian, the term "segregated facdities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing fac�lities provided for empioyees which are segregated by expl�cit directive or area, in fact, segregated on the basas of race, creed, color, or national origin, because of habit, local custom, or otherwise The federafiy assisted construction contractor agrees that (except where he has obtamed identical certifications from proposed contractors for specific time per�ods) he wdl obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equa! Opporturnty ciause, and that he w�11 retain such, certification in this file .� ��f � ' �� S�gnature 6-14-13 Date HEIDI CL EMONS, AUTHORIZEO REPRESENTATIVE Name and title of s�gner (please type) NOTE THIS F4RM SHALL BE COMPLETED IN FU�� AND SUBMITTED WITH THE BID PRQPOSAL � . EMD OF BID FORMS ( �h ��f B�onrei tair dlnt 2013 20! i S�n+ t t R�'huht6tahon RI - I G � � � CONT62ACT � (page 1 of 3) , , ' � THIS AGREEMENT is dated the Of �O� day of m the year 2013 by and between City of Bremerton (hereinafter called CITY) and ' REPIPE CALIFOItNIA LP (hereinafter called CONTRACTOR) CITY and CONTRACTOR, m consideration of the mutual covenants heremafter set forth, agree as foilows , I ' i I 1' ARTICLE 1. IAIORK. CONTRACTOR shali complete the WORK as spec�fied or indicated m the CITY's Contract Documents entitled 2013 Sewer Rehabilitation ,', � � �� ; i, � �� ARTICLE 2. CONTR�►CT TIflflES The WORK shall obtam Substantiai Completion within 75 calendar days from the commencement date stated in the Notice to Proceed Time is of the essence as to each and every deadline set forth in this agreement This prov�sion has been specifically negotiated ARTICLE 3. LIQUIDATED DAiUTAGES. CITY and the CONTRACTOR recogrnze that time is of the essence for th�s Agreement and that the CITY �nnll suffer financial loss if the WORK is not completed �nnthin the time spec�ied m Article 2 herem, plus any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specificat�ons which may be modfied by the Special Provisions. They also recogn�ze the delays, expense, and ddficuities invoived m proving m a legal proceeding the actual loss suffered by the CITY �f the WORK is not completed on time. Accordingly, mstead of requmng any such proof, the CONTRACTOR shail pay the CITY liquidated damages m the amount of $500 per dav after the date of Substant�al Completion ARTICLE 4. CONTRACT PRICE. CITY shall pay CONTRACTOR for compietion of the WORK in accordance with the Contract Documents �n the amount set forth m the Bid Proposal, which shall include sales tax as prov�ded in Section 1-07.2(2) of the Special Prov�sions ARTICLE 5. PA►YflAENT PROCEDURES. CONTRACTOR shall subm�t Applications for Payment in accordance v�nth Section 1-09.9 of the Standard Specifications which may be modified by the Speciai Provisions. Appiications for Payment �nnll be processed by ENGINEER as provided m the Special Provisions , Contractor In�tials ' Ctty ojBremerton May 2013 � s 2013 Sewer Rehabrlrlarron CF-1 � Ci ' CONTRp►CT ' (page 2 of 3) ' ' ' ' � , t ' ARTICLE 6. CONTRACT DOCUMENTS. The Contract Documents which compnse the entire agreement between CITY and CONTRACTOR conceming the WORK consist of this Contract and the following which are either attached or mcorporated herein by reference - Notice Inv�tmg Bids, - Bidders Checklist, - Bid Proposal mcluding the Proposal Forms, Informat�on Required of B�dder, Bid Bond, and all required certificates and affidav�ts, - Pertormance Bond, - Payment Bond, - Standard Specrfications, - Amendments to the Standard Specifications, - Append�ces, - Special Provisions, - Contract Plans, - Addenda numbers � to 2 , mclusive - Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. � There are no Contract Documents other than those listed m this Article 6. The Contract Documents may only be amended by Change Order as provided m Sect�on 1-04 4 of the Standard Speafications which may be mod�fied by the Special Provisions ' ' � 1 � ' 1 ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance rnnth the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under mdustrial insurance under Titie 51 RCW To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall mdemn�fy, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, empioyees, and agents of each and any of them, against and from any and all claims, in�unes, damages, losses or swts, including all legal costs and attomey fees, ail ciaims and liabdity ansing under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or �nnlifui misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The provisions of this section shall survive the termination of the c ConVactor Irnt�als Ctty of Brnmerton May 2013 1013 Sewer Rehabdrtahon CF-2 � , i � i ' � ,� �' ; � �� I CONTRA►CT -, (page 3 of 3) ' _ � i� � 1 ' t � �, � , , r ! I! � �! �` , �, { '' � r� � ' � � �� ARTICLE 8. i4SSIGNNiENT No assignment by a party hereto of any nghts under or interests in the Contract Documents will be binding on another party hereto without the wntten consent of the parly sought to be bound, and specifically but �nnthout limitation mornes that may become due and mornes that are due may not be assigned without such consent (except to the extent that the effect of this restncbon may be limited by law), and unless spec�cally stated to the contrary in any wntten consent to an assignment, no assignment vinll release or discharge the assignor from any duty or responsibdity under the Contract Documents The CITY, m its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, nghts and/or responsibdities under the Agreement, except with regards to an assignment of funds for secunty purposes In the case of an assignment for secunty purposes the CITY may condifion �ts approval to the extent �t deems necessary to assure that there wdl be adequate funds to complete the WORK and to pay a subcontractors and suppliers CITY and CONTRACTOR each bmds �tself, its partners, successors, assigns and legal representatives to the other party hereto, �ts partners, successors, ass�gns and legal representatives in respect of all covenants, agreements and obligations contamed m the Contract Documents. IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above wntten . . � L �rif. v �<: � /�� ' � / � Address for giv�ng notices � .. . �. _ . . ��-- - ----- _ �— -- � -- 1� Ii�� •� -- CONTRACTOR �P�E CALIFORNIA LP �s License No. 982631-A Agent for service of process Cfry of Bremerton May 2013 ' ' 2013 Sewer RehabiGtatron CF-3 12771 BROWN AVE, RNERSIDE CA 92509 i� � , i, '� � ' � ; I ' r ,- I' ' I ' � � '�� I ' '�� ';, �; 1 � � CONTRACT CERTIFICATE (if Partnership) STATE OF LAi-��o2u 1 R� ) ) SS COUNTY OF sarr BE��n�o) I HEREBY CERTIFY that a meeting of the Partners of the LIMITED PARTNERSHIP a partnership ex�sting under the laws of the State of DELAWARE , held on MARCH 7TH , 2013, the follo�nnng resolutton was duly passed and adopted "RESOLVED, that ��I CLEMONS , as AUTEIORIZED REPRESENTATNE of the Partnersh�p, be and is hereby authonzed to execute the CONTRACT dated 6-17-13 , 2013, by and befinreen this Partnership and City of Bremerton and that hislher execution thereof, attested by the GENERAL PARTNER shall be the official act and deed of this Partnership " I further certify that sa�d resolution is now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this 1ITH , day of �-Y , 2013. (SEAL) � � SITANT SECRETARY AND WATERS POLLUTION CONTROL INC GENERAL PARNTER , , ' C�ty oJBremerton May 2013 ; ?013 Sewe� Rehabiluadon CF-5 � � J , 1 CJ 1 ' ' 1 1 1 , ' 1 � 1 CALIFORNIA ALL-PURPOSE ACKNOVIiLEDGMENT CML CODE § 1789 State of Califorrna � � .. . . �i�S �/� , n_ n _ _ w COUn�/ On � person; � ,�, J M LOPEZ � Comm�ssion # t986040 Z; a 1 Notary Public - California i z t" d C t D who proved to me on the basis of satisfactory evidence to be the person(�' whose name(S�' is/� subscnbed to the withm mstrument and acknowledged to me that he/s�+(e/th�+y executed the same in his/h@f/th�(r authorized capacity(�, and that by h�s/h�F/tl}�ir signatur�) on the instrument the person(�f, or the entity upon behalf of which the person� acted, executed the instrument I certify under PENALTY OF PERJURY under the laws of the State of Califorrna that the foregoing paragraph is true and correct �� San eernar mo oun y WITNESS my hand and offic�al seai My Comm Expires Jul 23, 2016 Signa re Place Notary Seal Above i at re of Notary lic OPTIONAL Though the mformat�on below �s not reqwred by law, �t may prove valuable to persons rely�ng on the document and could prevent fraudulent remova/ and reattachment of th�s form to another document Description of Attached Doc ent Title or Type of Document �..�yl�b�}C� �G(�tll'NIQt'1.�� Document Date � � � � � � Number of Pages � Signer(s) Other Than Named Above Capacity(ies) CI imed Signer(s) Signer's Name�, ��/�/1 � �'�l/J s ❑ Corporate Officer — Title(s) ❑ Indiv�dual � Partner — �Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other Signer's Name ❑ Corporate Officer — Title(s) ❑ Individual ❑ Partner — ❑ Limited ❑ G ❑ Attorney m Fact ❑ Trustee ❑ Guardian onservator � Other _ ' � ' Signer Is Repr�senti� Signer Is Representing ��2 J! �1�.-n�l C�//� O 2012 Nahonal Notary Assoc�a6on • NationalNotary org • 1-800-US NOTARY (1-800-876-6827) Item #5907 � � � � ' , ' � , ' 1 1 t ' � ' ' ' ' ' ' ' COiVTRACT CERTIF9CATE (if Joint Venture) ST E OF ) ) SS COUNTY ) I HEREBY CE FY that a meeting of the Pnncipals of the a �omt venture existmg under the laws of the St of , held on , 2013, the following reso on was duly passed and adopted "RESO�VED, that , as of the Joint Venture, be and is hereby authonzed to execute the CONTRACT dated , 2013, by and befinreen this Joint Venture and City of Bremerton an at h�s/her execution thereof, attested by the shall be the offiaal act and deed of this Jomt Venture " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 2013 Managmg Partner (SEAL) C1ty of Bremerton � 20J3 Sewer Rehabtbtahon May 2013 CF-6 � , � ' � , ' ,_ , , � '- f � � �� 'I ! , ,I 1 � ' �_ , �` �� , �', �_ � ' � CONTR�►CT CERTIF9CATE (if Limited Liability Company) STATE OF COUf�.TY OF ) ) SS ) CERTIFY that a meetmg of the Members of the a Limited Liabdity Company xisting under the laws of the State of , held on , 13, the followmg resolution was duly passed and adopted "RESOLVED, that , and as members of the L�m�ted Liabd�ty Company, be and are hereby authonzed to e cute the CONTRACT dated , 2013, to the�City of Bremer�on by th Lim�ted Liabdity Company and that their execution thereof shall be the official act and dee f this Lim�ted Liability Company " I further certify that said resolution is now in II force and effect IN WITNESS WHEREOF, I have hereunto set m hand th�s , day of , 2013 (SEAL) Ciry ojBremerton 2013 Sewer Rehab7letatron A Limited Liab Company By Member gY, Member May 2013 CF-7 � �1 � ' � `J l -J � � PERFORMANCE BOND (page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton heremafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter mto the annexed Agreement with said OWNER to perform the WORK as specified or mdicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, 2013 Sewer Rehabilitation", now, therefore, In the event CONTRACTOR fads to timely or properly perForm any of the reqwrements of the � Contract Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as all loss, cost, expense or damage suffered by the OWNER � m excess of the Contract amount due to the CONTRACTOR'S fadure to comply with any contract or permit conditions or other applicable laws and regulations � �� r-� � ii � �I , � �J The Surety ag�ees that within 30 calendar days of receivmg notice that the OWNER has declared a CONTRACTOR default and formally termmated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond, the Surety shall either 1 Notify the OWNER m wnting of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER The OWNER agrees to pay the balance of the Contract price to the Surety in accordance with the terms of the Contract, or 2 Tender to the OWNER the demanded sum, up to the amount of the bond However, if the amount necessary for the OWNER to cure the default is less than the amount tendered, the OWNER will return, without interest, any overpayment to the Surety PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not m any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety PERFORMANCE BOND � ' Ctty ofBremerton May 2013 2013 SewerRehabelitauon CF-9 (page 2 of 2) The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not limited to fees and charges of engineers, architects, attomeys, and other professionals, and court costs if litigation is commenced) mcurred by the OWNER in enforcing the provisions of this Bond The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is not limited to the amount of funds held by the Surety This bond is irrevocable and cannot be canceled by the Surety or the CONTRACTOR This bond shall remam in full force and effect for a period of one (1) year foilowing final acceptance of the pro�ect by the City, and untd the bond is released m writing by the OWNER at the written request of the Surety or CONTRACTOR IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of . 20 (SEAL) By (CONTRACTOR) (Signature and SEAL) (SEAL) (Surety) By (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of Surety to which all notices shall be sent Address of Surety for service of process (must be a physical address) C�ty of Bremerton May 2013 2013 Sewer Rehab:ktation CF-10 � � r � ' i � �J � ' � �_� � PAYMENT BOND (page 1 of 2) KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton heremafter called "OWNER," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, admirnstrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed CONTRACT with said OWNER to perform the WORK as speafied or mdicated in the Contract Documents entitled "City of Bremerton, Department of Public Works and Utilities, Bremerton, Washington, 2013 Sewer Rehabilitation", now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same m an amount not exceeding the sum specified above, and, m the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure to the benefit of any persons, companies, or corporations entitled to fde claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes m the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the CONTRACT is hereby waived by said Surety The obligation of the Surety shall mclude reimbursing the City of all costs and expenses, ' (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) mcurred by the OWNER m enforcing the provisions of this Bond � � � � � Ctty ofBremerton May 2013 2013 Sewer Rehabeletahon CF-11 PAYMENT BOND (page 2 of 2) IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 2013 � (CONTRACTOR) (Surety) By By (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) � Address of Surety to which all notices shall be sent Address of Surety for service of process (must be a physical address) 0 END OF CONTRACT FORMS City of Bremerton May 2013 2013 Sewer Rehabil:tateon CF-12 � � � r ' , ' ' � ' , ' � � � � � ' ' PART II SPECIAL PROVISIONS i � � � ' � � THIS PAGE LEFT INTENTIONALLY BLANK , � � J r� ��, � � � � � � � � , , 1 ` � � � ' � � � I _� , � � � , ' r � � � LJ �_ � INTRODUCTION TO THE SPECIAL PROVISIONS �*****� The work on this pro�ect shall be accomplished in accordance with the Standard Spec�ficat�ons for Road, Bridge and Mun�cipa! Construct�on, 2012 edit�on, as issued by the Washington State Department of Transportat�on (WSDOT) and the Amencan Public Works Associanon (APWA), Washington State Chapter (hereafter "Standard Specificarions") The Standard Specificanons and these Special Provisions, all of which are made a part of the Contract Documents, shall govern all of the Work These Special Provisions are made up of both General Special Provisions (GSPs) from various sources, which may have pro�ect-specific fill-ms, and pro�ect-specific Special Provisions Each Provision either supplements, modifies, or replaces the comparable Standard Specificahon, or is a new Provision The deletion, amendment, alteranon, or addinon to any subsection or portion of the Standard Specificanons is meant to pertain only to that panc�ular portion of the sect�on, and in no way should it be interpreted that the balance of the sechon does not apply The pro�ect-specific Special Provisions are not labeled as such The GSPs are labeled under the headers of each GSP, `nnth the date of the GSP and its source, as follows (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) (Apri17, 2007 City of Bremerton GSP) - City of Bremerton GSPs are md►cated by the characters (*****) - C�ty of Bremerton new sect�ons are ind�cated by the text (New Sechon) Also incorporated into the Contract Documents by reference are the following documents The Contractor shall obtain copies of these publicanons, at Contractor's own expense Manual on Uniform Trafjic Control Devices for Streets and Highways, currently adopted edrtion, with Washington State modificahons, if any - Standard Plans for Road, Br�dge and Mun�cipal Construct�on, WSDOT/APWA, current edinon - City of Bremerton Standards for Work in the R�ght-of-Way (ava�lable at http //www ci bremerton wa us/drsplay php�►d=424 C:ry of Bremerton May 2013 ' 2013 Sewer Rehabrlttatton SP - 1 ' � THIS PAGE LEFT INTENTIONALLY BLANK � ' ' e t � � � r ' t � � t i � C:ty of Bremerton May 2013 2013 Sewer Rehabtlrtatton SP - Z ' , ' , ' , LJ LJ , ' ' � � ' ' � �I , ' ' SPECIAL PROVISIONS - TABLE OF CONTENTS DIVISION 1 GENERAL REQUIREMEIVTS .............................................................................. 7 1-01 DEFINITIONS AND TERMS 7 1-013 Definitions . . . . 7 1-02 1 Prequalification of Bidders ... . 10 1-02 2 Plans and Specifications . . . 10 1-02 3 Estimated Quantities . . . 10 1-02 4(3) Pipe Video Inspection (New Section) . . . 11 1-02 5 Proposal Forms . . 11 1-02 6 Preparation of Proposal . . . . 11 1-02 7 Bid Deposit . ... 13 1-02 8 Non-Collusion Declaration .... .. 13 1-02 9 Delivery of Proposal . 14 1-02 13 Irregular Proposals . . 14 1-02 14 Disqualification of Bidders . 14 1-02 16 Addenda and Interpretations of Documents (New Section) 15 1-03 AWARD AND EXECUTION OF CONTRACT 16 1-03 1 Consideration of Bids . . . 16 1-03 3 Execution of Contract . . . 16 1-03 4 Contract Bond . 16 1-03 7 Judicial Review . 17 1-04 SCOPE OF WORK . . 17 1-04 2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda . 17 1-04 6 Variation in Eshmated Quantities . 18 1-05 CONTROL OF WORK . 18 1-05 3 Plans and Working Drawings . 18 1-05 5 Submittals (New Section) . . . 18 1-05 5(1) General . 18 1-05 5(2) Required Submittals . . .. 19 1-05 5(2)A Submittals for the Pre-construction Conference . 19 1-05 5(2)B Construction Submittals . 19 1-05 5(2)C Additional Admimstrative Submittals 20 1-05 5(3) Submittal Transmittal Procedure . 20 1-05 5(4) Submittal Review Procedure 20 1-05 5(5) Effect of Review of Contractor's Submittals . 21 1-05 7 Removal of Defective and Unauthorized Work . . 21 1-0510 Guarantees . . 22 1-0511 FinalInspection . 22 1-05 11(1) Substantial Complenon Date . 22 1-05 11(2) Final Inspection and Physical Completion Date .. . . 23 1-05 16 Water and Power (New Section) . . . 23 1-05 17 Oral Agreements (New Section). . . . 23 Crry of Bremerton May 2013 2013 Sewer Rehabil:tatton SP - 3 � 1-06 CONTROL OF MATERIAL . 1-061 Approval of Materials Prior To Use . 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-071 Laws to be Observed 1-07 2 State Sales Tax .. . 1-07 2(1) State Sales Tax — Rule 171 1-07 2(2) State Sales Tax — Rule 170 1-07 2(3) Services . .. . . 1-07 5 Environmental Regulations . 1-07 5(2) State Department of Wildlife and Fisheries . .. 1-07 6 Permits and Licenses . 1-07 9(5) Required Documents . . . . 1-07 16 Protection and Restorarion of Property 1-0716(1) Lot Corners or Permanent Control Points (New Section) 1-07 17 Utilities and Similar Facilrties 1-0717(4) Contractor's Responsibility for Utility Properties & Services (IVew Sect�on) 1-0717(5) List of Utility Owners . . . 1-0718 Public Liability and Property Damage Insurance �. 1-0718 Insurance . . . . 1-0718(1) General Requirements . . . . . 1-0718(2) AdditionalInsured . . . . 1-0718(3) Subcontractors . . . 1-0718(4) Evidence of Insurance . . ... . 1-0718(5) Coverages and Limits . . 1-07 23 Public Convemence and Safety .. 1-07 23(2) Construction and Maintenance of Detours .. . 1-07 24 Rights of Way ... . 1-07 28 Safety Requirements and Protection of Properry (New Section) . 1-07 28(1) Contractor's Responsibility for Safety . . 1-08 PROSECUTION AND PROGRESS ... . . 1-08 0 Prehminary Matters . . 1-08 0(1) Preconstruction Conference ... 1-08 0(2) Hours of Work . . . 1-08 0(3) Construction Meetings (New Section) . .... . 1-OS 3 Progress Schedule . . .. . . 1-08 3(1) General Requirements . . . . 1-08 3(2) Progress Schedule Types . 1-08 4 Notice to Proceed and Prosecution of the Work 1-08 5 Time of Completion .. . .. . 1-08 9 Liquidated Damages . � . . . 1-09 MEASUREMENT AND PAYMENT . . 1-091 Measurement of Quantities . . 1-091(1) Quantity Reporting Requirements (New Section) . .. 1-09 6 Force Account . 1-09 6(1) Force Account Reporting Requirements (New Section) . Ctty of Bremerton 2013 Sewer Rehabelitahon May 2013 SP-4 24 24 24 24 25 25 25 26 26 26 26 26 27 27 28 28 28 29 29 29 30 31 31 31 33 33 33 34 34 . 34 35 35 35 36 .. 36 36 36 36 37 37 37 . 37 37 38 .38 , , , ' e � � � � , ' , ' L� t � � ' LJ ' � [J � I , ' ' , 1 ' ' , 1 � ' ' ' , 1-09 7 Mobilization . . 39 1-09 8 Payment for Material on Hand. .. . 39 1-09 11(3) Time Limitation and Jurisdicrion .. 40 1-0913(3) Claims $250,000 or less . . 40 1-0913(4) Procedures to Pursue Arbitration .. 40 1-10 TEMPORARY TRAFFIC CONTROL ... 40 1-101 General . . . 40 1-101[2) Description . . . . . 42 1-10 2 Traffic Control Management . . 42 1-10 2(1) General .. . . 42 1-10 2(2) Traffic Control Plans . . . 42 1-10 3 Traffic Control Labor, Procedures and Devices . 43 1-10 3(3) Traffic Control Devices . .. . 43 1-10 4 Measurement . . . 43 1-10 5 Payment . 43 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS CONDUITS ............................................................................................................. 45 7-17 SANITARY SEWERS . .. 45 7-171 Description . . 45 7-17 2 Materials 45 7-17 3 Construction Requirements . 45 7-17 4 Measurement . 46 7-17 5 Payment . 47 7-20 PRE-INSTALLATION CLEANING, INSPECTION AIVD ASSESSMENT OF SEWER LINES (New Section) 47 7-20 1 Description . . . 47 7-20 1(1) Submittals . 47 7-20 3 Construction Requirements. . 47 7-20 3(1) Equipment . 47 7-20 3(2) Personnel . 48 7-20 3(3) Cleaning . . . . . 48 7-20 3(4) Waste Material Disposal . 48 7-20 3(5) CCTV Inspection . . . 49 7-20 3(6) Assessment of Sewer Lmes .. 49 7-20 3(6)A General . . 49 7-20 3(6)8 Lining Feasibility . 50 7-20 4 Measurement . . 51 7-20 5 Payment . 51 7-21 CURE-IN-PLACE PIPE (CIPP) REHABILITATION (New Section) 51 7-21 1 Description . . . 51 7-21 1(1) Reference Specifications, Codes, and Standards 51 7-21 1(2) Contractor Submittals . 52 7•212 Materials 53 7•212(1) General . . 53 7 212{2) Product Storage and Handling 53 7•212(3) Tube . . . 53 Ctry of Bremerton May 2013 2013 Sewer Rehab:lrtahon SP - 5 7-212 (4) Resin . 7-21 2(5) CIPP Structural Requirements . 7-213 Construction Requirements . 7-213(1) Preparatory Work 7•213(2) Pipe Liner Installation . 7 213(2)A General . . . 7-213(2)B Curing and Cool Down for Heated Water or Steam 7-213(2)C Requirement for Odor Tesring During Steam Cure 7•213(2)D Finished Pipe Liner 7-213 (3) Internal Reinstatement of Side Sewers 7-213(4) Locations of Side Sewer Laterals/Cut Sheets 7•213(5) Final Acceptance . 7-213(6) Clean-Up 7-213(7) Sampling and Laboratory Testing 7-213 (8) Warranty . 7-214 Measurement . . 7-215 Payment . Cety of Bremerton 2013 Sewer Rehabibtatron May 2013 SP-6 54 55 55 55 57 57 58 58 59 59 59 60 60 61 61 61 61 , , ' DIVISI011T 1 1-01 ' � , u ' ' � , ' L� , l� �� I�I ' lJ GENERAL REQUIREMENTS DEFINITIONS AND TERMS 1-013 Definihons (September 12, 2008APWA GSP) �*****� This Sechon is supplemented with the following All references in the Standard Specificarions to the terms "State", "Department of Transportarion', "Washington State Transportarion Commiss�on", "Commission", "Secretary of Transportahon", "Secretar�', "Headquarters", and "State Treasurer' shall be revised to read "ContracUng Agency" All references to "State Matenals Laborator�' shall be revised to read "Contrachng Agency designated location" The venue of all causes of achon ansmg from the advertisement, award, execut�on, and performance of the contract shall be in the Supenor Court of the County where the Contrachng Agenc�s headquarters are located Alternate One of two or more unrts of work or groups of bid items, identafied separately in the proposal, from which the Contrachng Agency may make a choice between different methods or matenal of construchon for performing the same work. City The word "Cit�' shall mean the City of Bremerton, Department of Public Works and Urilihes, 3027 Olympus Dnve, Bremerton, Washmgton, 98310 Commission, Washington State Transportation Commission Subst�tute the followmg The words "Commission" or "Washmgton State Transportahon Commission" shall refer to the Crty of Bremerton Crty Council Contract Documents See definihon for "ContracY' Contract Time The period of rime established by the terms and condirions of the contract within which the work must be substannally complete The contract time is m calendar days Contracting Agency The Crty of Bremerton, Department of Public Works and Urilriaes, 3027 Olympus Dnve, Bremerton, Washington, 98310 achng through its legally constituted officials, agents, officers, or employees, is responsible for the execuhon and admimstrahon of the Contract Dates Ctry of Bremerton May 2013 ' 2013 SewerRehabtl�tatton SP - 7 , Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids Award Date The date of the formal decision and wcztten nohficaUon of the Contractmg 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 Nohce to Proceed on which the contract rime begms Substantial Completion Date The day the Engmeer determmes the Contrachng Agency has full and unrestr►cted use and benefit of the facilihes, both from the operarional and safety standpoint, and only mmor incidental work, replacement of temporary subsritute facilihes, or correchon or repair remains for the physical complerion of the total contract Physical Completion Date The day all of the work is physically completed on the pro�ect. All documentat►on required by the contract and required by law does not necessar►ly need to be furnished by the Contractor by this date Completion Date The day all the work specified m the contract is completed and all the obligarions of the Contractor under the contract are fulfilled by the Contractor All documentarion required by the contract and required by law must be furnished by the Contractor before establishment of this date Final Acceptance Date The date on which the Contracdng Agency accepts the work as complete Department, Department of Transportation SubsUtute the followmg The words "Department" or "Department of Transportahon" shall mean the City of Bremerton, Department of Public Works and Uhlrtaes, 3027 Olympus Drive, Bremerton, Washington, 98310 Engineer Subshtute the follo�nnng The word "Engmeer" shall mean the City of Bremerton City Engmeer and his/her authorized representahves Force Account Work Addirional work that may be required because of C�ty-directed changes m the work, differing srte condrtaons, emergencies or other reasons that the Engmeer determmes is not included in the Contract umt pr�ces, and for which payment is to be determmed as required by Sechons 1-04 and 1-09 of this Contract Force Account Work shall be authorized only by written Work Change Direchve issued by the Engineer Imported Material Materials obtained from sources outside the pro�ect srte that are not furnished by the Ctty Matenals excavated from anywhere on the pro�ect or from designated borrow areas, or that are furnished by the Crty, City of Bremerton 2013 SewerRehabelitatton May 1013 SP-8 � �I ' ' �I — � , � � LJ ' lJ , � � � � r � � , 1 , ' , ' � shall not be cons►dered imported matenal Laboratory Delete this definirion and subsritute the follow►ng The word "Laboratory" shall mean the official laboratories of the City of Bremerton, or other laboratories the Crty of Bremerton author�zes to test work, soils, and matenals Notice of Award The wntten norice from the Contrachng Agency to the successful bidder signifying the Contracdng Agenc}�s acceptance of the bid Notice to Proceed The wntten nohce from the Contrachng Agency or Engmeer to the Contractor authorizing and directing the Contractor to proceed �nnth the work and establishmg the date on which the contract tame begins OWIl@T The Crty of Bremerton, Department of Public Works and Ut�lit�es, 3027 Olympus Dnve, Bremerton, Washmgton, 98310 achng through rts legally consrituted officials, agents, officers, or employees, is responsible for the execunon and admmistrabon of the Contract Plans ' Add the follo`nnng Plans consist of drawmg sheets htled "Crosstown Pipeline Upper Reach Repair', dated March 2012, included in Appendix C t�tled `Contract Plans' J , � , t ' ' ' ' Provade 1'he word "provide" shall be understood to mean "furnish and install, complete in-place " Secretary, Secretary of Transportation Substitute the following All reference to the words "Secretary" or "Secretary of Transportahon" shall mean the Crty of Bremerton City Council, Mayor or their authonzed representahves State Subshtute the follo�nnng The word "State" shall mean the Crty of Bremerton Department of Public Works and Uhlities, 3027 Olympus Drive, Bremerton, Washington, 98310 VI/hen in reference to a State law or code, "State" shall remam in effect Traffic Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists, wheelchairs, and equestrian traffic Work Change Directive A wr►tten order issued by the Engmeer direct�ng a change m the design, specificat�ons, quanrines, materials or methods of the work A Work Change Direcnve may, or may not, alter the Contract Price or Contract Time Ctty of Bremerton May 2013 ' 2013 Sewer Rehabilrtahon SP - 9 � 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders Qanuary 24, 2011 APWA GSP) Delete this Section and replace it with the followmg Before award of a public works contract, a bidder must meet at least the mimmum qualificarions of RCW 39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works pro�ect 1-02.2 �*****� Delete this sechon and replace it with the following Informarion as to where Bid Documents can be obtamed or reviewed can be found in the Not�cing Invihng Bids ' After award of the contract, plans and specificahons will be issued to the Contractor, at the Contractors' request, at no cost as detailed below To Prime Contractor No of Sets Basis of Dastrabuhon Reduced plans (11" x 17") 5 Furmshed automancally upon award Contract Provisions 5 Furnished automat�cally upon award Large plans (e g, 22" x 34") 2 Furmshed only upon request Plans and Specafications � C� � � �� LJ � � � ' ' Addihonal plans and Contract Provisions may be obtained by the Contractor from the source stated in the ' � Not�ce Invihng Bids 1-02.3 �*****� Estimated Quantities ' Delete this section and replace with the follo�nnng The estamated quannries shown in the bid forms are eshmates only, being given only as the basis for the comparison of bids, and the City does not warrant, expressly or by �mplicat►on, that the actual amount of work will correspond therewith The right to increase or decrease the amount of any class or porhon of the work or to make changes m the work required as may be deemed necessary is reserved by the City as provided elsewhere in these specificahons The basis of payment �nnll be the actual unrt bid rtems of work performed and measured m accordance �nnth the contract All prospechve b►dders should note that certain bid items might be included m the Bid Form to establish a umt price should the use of those rtems become necessary dur�ng construction Allowance will not be made for loss of anricipated profits or addirional compensat�on should the use of these items be deemed unnecessary C:ty of Bremerton 2013 Sewer Rehabtlttat�on May 1013 SP-10 , ' �J ' ' � II � , 1-02.4(3) Pipe Video Inspection (New Section) �*****� ' ' , ' � ' � 1 , � LJ � � L__J � Video mspection of the exisring pipes has been done by City of Bremerton staff These videos are available for review by the Contractor Go to the Crty of Bremerton websrte (www ci bremerton wa us) On the upper nght hand side of the page, click on the banner rided `CONSTRUCTION PROJECTS' Then chck on the pro�ect link 2013 SEWER REHABILITATIOIV, then click on the link ritled 'PIPE VIDEO INSPECTION' Lmks to the videos will be available at this location The videos are not part of the contrack 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this sechon and replace it with the following The Proposal Form will identify the pro�ect and its locarion and describe the work It tinnll also list eshmated quanhhes, unrts of ineasurement, the items of work, and the materials to be furmshed at the unit bid prices The bidder shall complete spaces on the proposal form that call for, but are not limited to, umt prices, extensions, summarions, the total b�d amount, signatures, date, and, where applicable, retail sales taxes and acknowledgment of addenda, the bidder's name, address, telephone number, and signature, the bidder's D/M/WBE commitment, if applicable, a State of Washington Contractor's Reg►strahon Number, and a Business License Number, if applicable Bids shall be completed by typing or shall be printed in ink by hand, preferably in black ink. The required certificahons are included as part of the Proposal Form The Contrachng Agency reserves the right to arrange the proposal forms with alternates and add�hves, if such be to the advantage of the Contract�ng Agency The bidder shall bid on all alternates and addirives set forth in the Proposal Form unless otherwise specified 1-02.6 Preparataon of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following 4 If a mimmum bid amount has been established for any rtem, the umt or lump sum price must equal or exceed the mimmum amount stated 5 Any correchon to a bid made by interlineat�on, alteration, or erasure, shall be initialed by the signer of the bid Delete the last paragraph, and replace it with the following The Bidder shall make no stipulanon on the Bid Form, nor qualify the b�d in any manner A bid by a corporat�on shall be executed m the corporate name, by the president or a vice president (or other corporate officer accompamed by evidence of authority to sign) A bid by a partnership shall be executed in the partnership name, and signed by a partner A copy of the partnership agreement shall be submitted �nnth the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement Ctty ofBremerton May 2013 ' 2013 Sewer Rehabtktation SP - 11 ' A bid by a �oint venture shall be executed in the �omt venture name and be signed by a member of the �oint venture A copy of the �oint venture agreement shall be submrtted tnnth the Bid Form if any D/W/MBE requirements are to be sat�sfied through such an agreement A bid by a limited liability company shall be executed in the limited liability company name and be signed by a member, accompanied by the enclosed Cerhficate of Authority to sign, and his/her ntle must appear under the signature and the official address of the �oint venture must appear below the signature Supplement this section with the following (August 7, 2006 WSDOT GSP 1-02.6. Option 21) Cumulative Alfernates Bidding �****� This Bid Proposal requires the bidder to bid cumulanve Alternates as part of the bid As such the bidder is required to submit a Base Bid and a bid for each of the cumulat�ve Alternate(s) A1, A2, A3, (etcetera ) Bid Proposal The bid proposal is composed of the followmg parts Base Bid The base bid shall include construct►ng all items mcluded in the proposal except those rtems contained in the Alternate(s) A1, A2, A3, (etcetera ) 2 Alternate(s) A1, A2, A3, (etcetera) a Alternate Al Based on construcnng (*** $$1$$ ***) The bid items for Alternate A1 are as listed in the bid proposal b Alternate A2 Based on construchng (*** $$2$$ ***) The bid items for Alternate A2 are as listed in the bid proposal Alternate A3 Based on constructing (*** $$3$$ ***) The bid items for Alternate A3 are as listed in the bid proposal Bidding Procedures To be considered responsive the bidder shall submrt a price on each and every item of work included in the Base Bid and all Alternate(s ) Award Procedures The successful bidder will be the bidder submrthng the lowest responsible bid for the preference, listed in the order below, which is �nnthin the amount of Available Funds for the pro�ect to be announced at the rime of the bid opening Available Funds will be announced immediately prior to the opemng of bids Preference 1 Lowest total for (Base Bid plus Alternate A1 plus Alternate A2 plus Alternate A3, plus (etcetera)) Ciry ofBremerton 2013 Sewer Rehabil:tatton May 2013 SP - I2 , ' ' � I '� , � � � , L_ .J � ' ' ' � ' , ' ' ' ' 1 ll � � , � ' ' ' ' ' � J � � 3 4 Preference 2 Lowest total for (Base Bid plus Alternate A1 plus Alternate A2 plus Alternate A3,) Preference 3 Lowest total for (Base Bid plus Alternate A1 plus Alternate A2 ) Preference 4 Lowest total for Base Bid plus Alternate A1 Preference 5 Lowest total for Base Bid In any case, the award �nnll be sub�ect to the requirements of Sechon 1-03 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section v�nth the following Bid bonds shall contain the following 1 Contract�ng Agency-assigned number for the pro�ect, 2 Name of the pro�ect, 3 The Contracring Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submit the bid should agree with the signature on the bond, and the ritle of the person must accompany the said signature, 6 The signature of the surety's officer empowered to sign the bond and the power of attorney If so stated in the Contract Provisions, bidder must use the bond form included in the Contract Provisions 1-02.8 �*****� Non-Collusion Declaration Supplement this section with the following As a condit�on precedent to award of the Contract for this work, the successful bidder shall file a sworn statement executed by, or on behalf of, the person, associarion, or corporahon that he (they) has (have) not either directly or mdirectly, entered mto any agreement, participated in any collusion, or otherwise taken any actaon m restraint of free compehhve biddmg in connechon with such Contract This sworn statement shall be m the form of an affidavrt executed and sworn to be the successful bidder before a person who is authonzed by the Laws of this State to administer oaths The ongmal of such sworn statement shall be filed wrth the Crty Clerk, Crty of Bremerton, pr�or to the award of the contract The Non-Collusion Affidavit �nnll be a part of the Bid Proposal By signing this proposal, the bidder v�nll be deemed to have signed and agreed to the provisions of the Non-Collusion Affidavit Cily ofBremerton May 20/3 ' 2013 Sewer Rehabtlttateon SP - 13 ' 1-02.9 �*****� Delavery of Proposal � , Delete this section and replace with the follov�nng Each proposal shall be submitted only on the blank forms bound in this document, and subm�tted m a sealed envelope marked clearly v►nth the pro�ect name Bid packet submitted shall include all bid forms listed in the Bidder Checklist in Part I 1-02.13 Irregular Proposals (March 25, 2009 APWA GSP, may not be used on FHWA J'unded pro�ects) Revise item 1 to read 1 A proposal v�nll be considered irregular and v�nll be re�ected if a The Bidder is not prequalified when so required. b The authonzed proposal form furnished by the Contrachng Agency is not used or is altered, c The completed proposal form contams any unauthonzed addirions, deletions, alternate Bids, or condinons, d The Bidder adds provisions reservmg the nght to re�ect or accept the award, or enter into the Contract, � e A price per unrt cannot be determined from the Bid Proposal, f The Proposal form is not properly executed, g The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Secrion 1-02 6, h The Bidder fails to submit or properly complete a Disadvantaged, Minonty or Women's Business Enterprise Certificanon, if applicable, as required in Secrion 1-02 6, i The Bid Proposal does not consntute a definrte and unqualified offer to meet the material terms of the Bid invitahon, or � More than one proposal is submitted for the same pro�ect from a Bidder under the same or different names , 1-02.14 Disqualification of Bidders �*****� Delete this Sectaon and replace it with the followmg A Bidder will be deemed not responsible if 1 The Bidder does not meet the mandatory bidder responsibility criteria �n RCW 39 04 350(1), as amended, or 2 evidence of collusion exists �nnth any other Bidder or potennal Bidder Panc�ipants in collusion will be restricted from submitting further bids, or 3 the Bidder, in the opinion of the Contract�ng 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 prequalificanon amount as may have been determined by a prequalificarion of the Bidder, or � , ' — �I ' � � � ' � ' � ' �J , , Ctty of Bremerton May 2013 2013 Sewer Rehabektat:on SP -14 , � � � � � � � � 1 � � � � � 4 an unsansfactory performance record exists based on past or current Contracnng Agency work or for work done for others, as �udged from the standpoint of conduct of the work, workmanship, or progress, affirmarive acrion, equal employment opportunity practices, terminarion for cause, or Disadvantaged Business Enterprise, Minorrty Busmess Enterprise, or Women's Business Enterpnse uhhzataon, or 5 there is uncompleted work (Contrachng Agency or otherwise), which in the opimon of the Contracring Agency might hinder or prevent the prompt complehon of the work bid upon, or 6 the Bidder failed to settle bills for labor or materials on past or current contracts, unless there are extenuanng circumstances acceptable to the Contract�ng Agency, or 7 the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuanng circumstances acceptable to the Contrachng Agency, or 8 the Bidder is unable, financially or otherwise, to perform the work, in the opimon of the Contract�ng Agency, or 9 there are any other reasons deemed proper by the Contracring Agency As evidence that the Bidder meets the bidder responsibilrty crrteria above, the apparent two lowest Bidders may be required to submit to the Contracring Agency within 24 hours of the bid submittal deadlme, documentahon (sufficient in the sole �udgment of the Contracnng Agency) demonstrahng compliance with all applicable responsibility criteria, mcluding all documentahon specifically listed in the supplemental criteria The Contracnng Agency reserves the right to request such documentahon from other Bidders as well, and to request further documentation as needed to assess bidder responsibility The basis for evaluarion of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contracring Agency (whether from the Bidder or third parhes) which any reasonable owner would rely on for determining such compliance, including but not limited to (i) financial, historical, or operanonal data from the Bidder, (ii) informahon obtained directly by the Contract�ng Agency from owners for whom the Bidder has worked, or other public agencies or private enterprises, and (ui) any addihonal mformarion obtained by the Contrachng Agency which is beheved to be relevant to the matter If the Contracnng Agency determines the Bidder does not meet the bidder responsibility cnter►a above and is therefore not a responsible Bidder, the Contracring Agency shall norify the Bidder in wrihng, with the reasons for rts determinanon If the Bidder disagrees wrth this determinarion, it may appeal the determinahon within 24 hours of receipt of the Contracnng Agency's determinanon by present�ng its appeal to the Contracring Agency The Contracring Agency v�nll consider the appeal before issuing rts final determinat►on If the final determinarion affirms that the Bidder is not responsible, the Contracring Agency will not execute a contract with any other Bidder unttl at least two business days after the Bidder determined to be not responsible has received the final determinanon � 1-02.16 Addenda and Interpretations of Documents (New Section) �*****� � � � No oral interpretarion of the meaning of the plans, specificarions or other pre-bid documents will be made to any bidder Every request for such interpretation shall be submitted in wnt►ng, addressed to the criy's contact person (listed on the cover page of these contract documents), and to be given considerahon, shall be received at least five (5) worlang days prior to date fixed for Bid Opemng Any and all such mterpretarions and supplemental instructions �nnll be in the form of wntten addenda to the Specificahons which, if issued, will be mailed or otherwise delrvered to each prospecUve bidder Failure of any bidder to receive any such addendum shall not reheve such bidder from any obligahon under his bid as submitted All addenda so C:ry of Bremerton May 2013 � 2013 Sewer Rehabil:tahon SP - 1 S issued shall become a part of the Contract documents 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bads Qanuary 23, 2006 APWA GSP) Revise the first paragraph to read After opening and reading proposals, the Contractmg Agency will check them for correctness of extensions of the prices per unit and the total price If a discrepancy exists between the price per unit and the extended amount of any bid item, the price per unit will control If a minimum bid amount has been established for any item and the bidder's umt or lump sum pnce is less than the mimmum specified amount, the� Contract�ng Agency will unilaterally revise the unit or lump sum pnce, to the minimum specified amount and recalculate the extension The total of extensions, corrected where necessary, including sales taxes where applicable and such addinves and/or alternates as selected by the Contracring Agency, �nnll be used by the Contracnng Agency for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond 1-03.3 �*****� Execution of Contract Delete this sechon and replace with the following The City v►nll mail three copies of the contract to the succesful Bidder immediately after award Within 10 calendar days from receipt of the contracts, the successful bidder shall return 3 signed onginal contracts, ►nsurance certificarions as required by Sechon 1-03 8, and a sahsfactory bond as required by law and Sechon 1-03 4 of these Contract Documents Before execuUon of the contract by the Crty, the successful bidder shall provide any pre-award informat�on the Crty may require under Sechon 1-02 15 Unhl the Crty executes a contract, no proposal shall bmd the City nor shall any work begin �nnthm the pro�ect limrts or within City-furmshed srtes The Contractor shall bear all nsks for any work begun outside such areas and for any matenals ordered before the contract is executed by the Crty If the bidder's performance of the requirements of this Sechon is delayed by circumstances beyond the bidder's control, the City may grant up to 20 calendar days of addihonal rime, provided that the City agrees that circumstances warrant an extension 1-03.4 �*****� Contract Bond Revise the first paragraph to read The successful bidder shall provide executed contract bonds m the form of a Performance Bond and a separate Payment Bond, each for the full contract amount The Performance Bond shall 1 Be on a Contracting Agency-furnished form, 2 Be signed by an approved surety (or surenes) that Ciry of Bremerton May 2013 2013 Sewer Rehabtlttahon SP -16 �r � � � �, � The Payment Bond shall 1 Be on a Contrachng Agency-furnished form, � 2 Be signed by an approved surety (or surehes) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authonzed Insurance List m the State of Washington published by �) the Office of the Insurance Commissioner, c Guarantee that the surety shall indemnify, defend, and protect the Contrachng Agency against any claim of direct or mdirect loss resultang from the failure of the Contractor (or � the subcontractors or lower her subcontractors of the Contractor) to pay all laborers, mechamcs, subcontractors, lower her subcontractors, matenal person, or any other person who provides supplies or provisions for ca�ng out the work, � 3 Be accomnanied by a nower of attorney for the SuretWs officer empowered to sign the bond and 4 Be signed by an officer of the Contractor empowered to sign official statements (sole pronr�etor or nartner) If the Contractor is a corporahon the bond must be signed bv the president or vice- president unless accompanied by written nroof of the authorrty of the md►vidual signing the bond to � bind the corporarion (i e. corporate resoluhon nower of attornev or a letter to such effect by the president or vice-presidentl � � � 1-03.7 �*****� a Is registered wrth the Washington State Insurance Commissioner, and b Appears on the current Authorized Insurance List in the State of Washington published by the Office of the Insurance Commissioner, 3 Be condit�oned upon the faithful performance of the contract by the Contractor �nnthm the prescribed time, 4 Guarantee that the surety shall mdemmfy, defend, and protect the Contrachng Agency agamst any claim of direct or mdirect loss resulting from the failure of the Contractor (or any of the employees, subcontractors, or lower rier subcontractors of the Contractor) to faithfully perform the contract 5 Be accomnanied b�power of attorney for the Suret�s officer emnowered to sign the bond and be signed by an officer of the Contractor emnowered to sign official statements (sole pronrietor or nartnerl If the Contractor is a corporarion. the bond must be signed bv the president or vice- nresident unless accomnanied by written proof of the authonty of the individual signmg the bond to bmd the corporarion (i e. corporate resolut�on nower of attorney or a letter to such effect by the president or vice-president� Supplement with the following text The Performance Bond for this pro�ect shall remain in full force and effect for a per�od of one (1) year following acceptance by the City The bond shall be executed by a surety company authonzed to do business v►nthin the State of Washington and shall be sub�ect to the approval of the City Judicial Review � Delete all occurrences of "Thurston Count�' in this sechon and replace �nnth "I{itsap County" � 1-04 SCOPE OF WORK � � 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Speciflcations, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read Ctry of Bremerton May 2013 2013 Sewer Rehabtktatton Sp _ 17 Any inconsistency ►n the parts of the contract shall be resolved by follo�nnng this order of precedence (e g, 1 presidmg over 2, 2 over 3, 3 over 4, and so forth) 1 Addenda, 2 Biddmg forms and Contract, 3 Special Provisions, including APWA General Special Provisions. if they are included. 4 Contract Plans, 5 WSDOT Standard Specifications for Road. Bndge and Mumcipal Construchon. 6 Contractmg Agency's Standard Plans (if anvl. and 7 WSDOT Standard Plans for Road. Bridge. and Mumcipal Construchon 1-04.6 �*****� Variation in Estimated Quantities This Sect�on is deleted in its enhrety 1-05 1-05.3 �*****� CONTROL OF WORK Plans and Worlang Drawings Supplement this section with the following Prior to acceptance of the completed pro�ect and final payment, the Contractor shall furn►sh the Engineer post-installarion on DVD showing the restored pipe with reinstated laterals, along wnth video inspection reports 1-05.5 �*****� 1-05.5(1) Submittals (New Section) General The Contractor shall submit informanon for review by the Owner related to all material to be used on the pro�ect Addirional submittals shall include all video and pipe inspechon reports Each submittal shall be transmitted to the Owner with the Submittal cover sheet in Appendix B Each submittal shall be umquely numbered Submittals may be transmitted to the Owner in the Adobe PDF format through e-mail C:ry of Bremerton 2013 Sewer Rehabilitat�on May 1013 SP-IS � � 1-05.5(2) Required Submittals �� The Contractor shall provide the Crty all required submittals as idenrified in this secdon 1-05.5(2)A Submittals for the Pre-construction Conference The following rtems shall be submitted at the pre-construction conference pnor to the Not�ce to Proceed For each rtem, subm�t 3 hard copies and an electromc copy on a CD-ROM disk. 1 Cs�ntractor's and Subcontractor's Contact Information - Names and 24-hour contact telephone numbers of contractor's and each subcontractor's key personnel idenhfied in Standard Specificat�ons Sechon 1-0513 Electronic copy shall be m MS Word � 2 Contractot's Labor Classificahons and Rates Classification of all workers to be employed by the Contractor and rts subcontractors m the work, excludmg the Contractor's Superintendent and General Foremen (if any), and, straight-hme and overhme We►ghted Wage Rates for each submitted � labor classificarion, computed as required in Standard Specificarion Section 1-09 6 Update and � resubmrt the enrire labor classification file whenever worker classificahons are changed, added or deleted Electronic copy shall be �n MS Excel � �, I � � � �� '�� 3. Contractor's Equinment Classificadons and Rates Make and model of each rtem of equipment and small tools to be employed by the Contractor and rts subcontractors in the work, and, worlang and standby (idle) hourly rates for each submrtted item of equipment, computed as required by Standard Specificahon Sechon 1-09 6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein Update and resubmrt this enrire equipment classificat►on file whenever equipment or small tools classificarions are changed, added or deleted Electromc copy shall be ►n MS Excel 4 Contractor's Progress Schedule (�ype Bl. Progress schedule identified in Special Provisions Sechon 1-08 3(2)A Format shall be Pnmevera SureTrak or MS Pro�ect 5. Cost bre�kdown for lump sum items. if aRplicable , 6. List of all Subcontractors. includme� a Percentage value of work assigned b Pnncipal contact(s) c Address d Telephone and fax numbers 7. I.ist of all reauested excepbons to the Contract Documents 1-05.5(2)B Construction Submittals The follov►nng rtems shall be submitted at least three weeks pnor to the associated construchon achvrty to allow ample hme for review and resubmrttal if necessary - Catalog informahon and data sheets for all matenals to be mstalled on pro�ect - Temporary Bypass Plan (See Sechon 7-17 3(1)) - Temporary Traffic Control Plans, as requested by the Owner - Cerhficarion for Traffic Control Supervisor (TCS) - Any other construchon-related submittal identified elsewhere m the Contract Documents Ctry of Bremertort May 2013 � 2013 Sewer Rehabtlttatton SP -19 1-05.5(2)C Additional Administratave Submittals The follov�nng admimstranve submrttals shall be submitted when noted - Retainage account informanon - Submit prior to first invoice - Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors - Subm�t pr�or to �ssuance of Not�ce to Proceed - Certified Payrolls - Submit weekly - Affidavrt of Wages Paid - Submit upon completion of Work - Addirional submittals where idennfied in the Contract Documents and as requested by the Engineer 1-05.5(3) Submittal Transmittal Procedure When the Contract Documents require a submittal, the Contractor shall submrt the specified informat�on to the designated Crty representative via e-mail m Adobe PDF format Unless otherwise specified, submrttals shall be accompanied by transmittal forms to be provided by Crty A separate form shall be used for each specific rtem, class of matenal, equipment, and rtems specified m separate, discrete sechons, for which the submittal is required Submrttal documents common to more than one piece of equipment shall be idenrified wrth all the appropnate equipment numbers Submrttals for various rtems shall be made `nnth a smgle form when the rtems taken together conshtute a manufacturer's package or are so functionally related that expediency indicates checlang or review of the group or package as a whole A unique number, sequennally assigned, shall be noted on the transmittal form accompanymg each rtem submitted Or�gmal submittal numbers shall have the followmg format "XXX", where "XXX" is the sequent►al number assigned by the Contractor Resubmittals shall have the follovv�ng format "X�IX-Y", where "X}IX" is the origmally assigned submittal number and "Y" is a sequenhal letter assigned for resubmittals, i e, A, B, or C being the 1s� 2nd, and 3rd resubmittals, respechvely Submrttal 025-B, for example, is the second resubmittal of submitta1025 Submittals which are incomplete and/or do not have all the informarion required to be submitted, mcluding but not limited to a signed and dated submrttal transmrttal form, and copy of marked-up specificahons and/or drav►nngs when specified , are not acceptable and will be returned �nnthout review All submrttal informarion provided by subcontractors shall be transmrtted through the Contractor and shall bear the Contractor's signature 1-05.5(4) Submittal Review Procedure Unless otherwise specified, withm 14 calendar days after receipt of a subm�ttal for review and comment, the City shall review the submittal and return the reviewed copy �nnth the transmittal cover sheet via e-mail m Adobe PDF format 1 If the review mdicates that the matenal or equipment complies with the pro�ect manual, submittal copies �nnll be marked "NO EXCEPTIONS TAKEN " In this event, the Contractor may begm to incorporate the matenal or equipment covered by the submittal 2 If the review indicates limited correchons are required, copies w►11 be marked "MAKE CORRECTIONS NOTED " The Contractor may begm incorporanng the matenal and equipment covered by the submittal in accordance �nnth the noted correchons Where submrttal mformataon �nnll be incorporated in 0&M data, a corrected copy shall be provided City of Bremerton May 2013 1013 Sewer Rehabrl�tatton � SP - 20 � � .� � � r � ��r � t � �� , � � � � � � � 3 If the review reveals that the submrttal is insufficient or contains incorrect data, copies �nnll be marked "AMEND AND RESUBMIT " Except at his own nsk, the Contractor shall not undertake work covered by this submittal unhl rt has been revised, resubmitted and returned marked either "lV0 EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 4 If the review indicates that the matenal, equipment, or work method does not comply �nnth the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS " Submittals v►nth deviarions which have not been ident�fied clearly may be re�ected Except at his own risk, the Contractor shall not undertake the work covered by such submrttals untal a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 5 If the review mdicates that the submrttal is Product Data or a Required Submittal (Product Data) for Informahon Only the submittal �nnll be marked "PRODUCT DATA/NOT REVIEWED Acceptability of the matenal, equipment, or work shall be determined under normal mspechon procedures 1-05.5(5) Effect of Review of Contractor's Submittals Review of drawings or informahon regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therem and shall not be regarded as an assumphon of nsks or liabilrty by the Crty, or by any delegated representarive, officer or employee thereof, and the Contractor shall have no claim under the contract on account of the failure, or parhal failure, of material, or equipment so reviewed A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the Crty has no ob�ectaon to the Contractor, upon his own responsibility, using the plan or method of work proposed, or providmg the matenals or equipment proposed Approval of shop drav�nngs or other submittals by the City is only for general conformance v►nth the design concept of the product and general compliance with the Contract Documents Any acUon required is sub�ect to the requirements of the Plans and Specificarions The Contractor is responsible for dimensions which shall be confirmed and correlated at the �ob srte, coordinarion of his work v�nth that of all other trades, and the saUsfactory performance of his work 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this sect�on with the follo�nnng If the Contractor fails to remedy defecnve or unauthorized work �nnthin the nme specified in a written nohce from the Engmeer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be idennfied in the wr�tten nonce, �nnth Contracnng Agency forces or by such other means as the Contracring Agency may deem necessary If the Contractor fails to comply �nnth a written order to remedy what the Engineer determines to be an emergency situanon, the Engmeer may have the defecrive and unauthorized work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to perform completed by using Contracring Agency or other forces An emergency situanon is any srtuanon when, m the op►mon of the Engineer, a delay in its remedy could be potenhally unsafe, or might cause serious risk of loss or damage to the public Direct or indirect costs mcurred by the Contrachng Agency attributable to correct�ng 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 momes due, or to become due, the Contractor Such direct and indirect costs shall mclude in parricular, but without limitanon, compensat�on for additional professional services required, and costs for repair and replacement of work Ciry of Bremenon May 2013 �� 2013 Sewer Rehabtl:tahon Sp _ 21 of others destroyed or damaged by correct�on, removal, or replacement of the Contractor's unauthorized work No ad�ustment in contract nme or compensanon `nnll be allowed because of the delay m the performance of the work attributable to the exercise of the Contracnng Agency's rights provided by this Sechon The rights exercised under the provisions of this sechon shall not dimmish the Contracnng Agency's right to pursue any other avenue for addirional remedy or damages with respect to the Contractor's failure to perform the work as required 1-05.10 Guarantees �*****� Supplement this section with the following If within one year after the date of Substanhal Complenon or such penod as may be prescribed by Laws or Regulahons or by the terms of any applicable special guarantee required by the Contract Documents or by any specific provision of the Contract Documents, any Work is found to be defechve, Contractor shall v�nthin seven (7) days of receiving written norice, �nnthout cost to City, (i) remove �t from the srte and replace it with Work that is not defechve, and (ii) sansfactonly correct or remove and replace any damage to other Work or the works of others result�ng there from If Contractor does not promptly comply �nnth the terms of such instrucnons, or in an emergency where delay would cause ser�ous risk of loss or damage, City may have the defective Work corrected or the re�ected Work removed and replaced, and all claims, costs, losses and damages caused by or resulnng from such removal and replacement (including but not limited to all costs of repair or replacement of work of others) �nnll be paid for by Contractor Where defecUve Work (and damage to other Work result�ng therefrom) has been corrected, removed or replaced under this paragraph, the Warranty Period hereunder with respect to Work will be extended for an addirional period of one year after such correcnon or removal and replacement has been sahsfactonly completed 1-05.11 �*****� Fenal Inspection Delete this sect�on and replace wnth the following 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substanrially complete, the Contractor shall so norify the Engineer and request the Engineer to establish the Substanhal Complehon Date The Contractor's request shall list the specific rtems of work that remain to be completed in order to reach physical complerion The Engineer v�nll schedule an inspechon of the work with the Contractor to determine the status of complehon The Engineer may also establish the Substannal Complenon Date umlaterally If, after this inspect�on, the Engineer concurs �nnth the Contractor that the work ►s substannally complete and ready for rts intended use, the Engineer, by written norice to the Contractor, v�nll set the Substanhal Complenon Date If, after this inspechon the Engineer does not consider the work substannally complete and ready for its intended use, the Engineer will, by written nohce, so norify the Contractor giving the reasons therefore Ctty ofBremerton 2013 Sewer Rehab:latat:on May 2013 SP-22 ,� �� Upon receipt of written not�ce concurrmg in or deny�ng substantaal complenon, whichever is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach Substannal and Physical Complerion The Contractor shall provide the Engineer �nnth a revised schedule indicanng when the Contractor expects to reach substanrial and physical complebon of the work The above process shall be repeated unnl the Engineer establishes the Substanrial Complehon Date and the Contractor considers the work physically complete and ready for final inspecnon 1-05.11(2) Final Inspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final inspecnon, the Contractor by written notace, shall request the Engineer to schedule a final inspect�on The Engineer v►nll set a date for final inspechon The Engineer and the Contractor will then make a final inspection and the Engineer will nonfy the Contractor in wrihng of all panc�ulars in which the final inspecrion reveals the work incomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies Correchve work shall be pursued vigorously, dil�gently, and without interrupnon unril physical complehon of the listed deficiencies This process will conhnue unt�l the Engineer is sarisfied the listed deficiencies have been corrected If acnon to correct the listed deficiencies is not ininated within 7 days after receipt of the written nohce lishng the deficiencies, the Engineer may, upon written nonce to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Secrion 1-05 7 The Contractor will not be allowed an extension of contract rime because of a delay in the performance of the work attnbutable to the exercise of the Engineer's right hereunder Upon correcnon of all deficiencies, the Engmeer �nnll notify the Contractor and the Contract�ng Agency, in writing, of the date upon which the work was considered physically complete That date shall consntute the Physical Complenon Date of the contract, but shall not imply acceptance of the work or that all the obligabons of the Contractor under the contract have been fulfilled � 1-05.16 Water and Power (New Section) �*****� � i �, �� 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 rtem Water may be obtained from the Owner's hydrants The Contractor �nnll be required to deposit $2,000 00 for use of a hydrant meter and backflow preventer assembly �nnth the Owner The deposrt will be refunded upon return of the meter/backflow preventer assembly No charge for water will be made unless there is obvious waste 1-05.17 Oral Agreements (New Section) (October 1, 2005AWPA GSP) No oral agreement or conversahon with any officer, agent, or employee of the Contracnng Agency, either before or after execution of the contract, shall affect or modify any of the terms or obliganons contamed in any of the documents compnsing the contract Such oral agreement or conversanon shall be considered as unofficial informahon and in no way binding upon the Contracting Agency, unless subsequently put in wnring and signed by the Contracting Agency Ctty ofBremerton May 2013 � 2013 Sewer Rehabilttatron SP - 23 1-06 1-06.1 �*****� CONTROL OF MATERIAL Approval of Materials Prior To Use: Supplement this sectaon with the following Shop dravvings In addirion to norificarion of material suppliers and fabricators, the Contractor shall also furmsh for the Engineer's review and approval all required shop drawings Shop drawmgs are defined as drawmgs or data, which illustrate how specific rtems, shall be fabncated, manufactured, or installed Shop dra�nnngs are required for all shop, field fabricated or manufactured rtems and shall include all informarion necessary for the fabricanon and installahon of the item and to show conformance v�nth these contract documents The informahon shall include, but not be limited to 1 For fabricated rtems or those constructed in place, component sizes, layout, materials, and connecrion details including, but not l�mrted to, connectors, weld type, reinforcement schedules and sizes, and boring and �acicing equipment 2 Shop dra�nnngs for reinforced concrete structures shall include, but not be limited to, reinforcement bending and placing drawings 3 Piping Fabricarion and Placement Dra�nnngs 4 Erection Drawings 5 Diagrams, Illustrat�ons and Data (product, design, or other) Manufacturers' standard catalog informahon and details maybe submitted, however, standard manufacturers' informat�on and advertising literature may not necessarily be sufficient See Sect►on 1-05 5 for submittal procedure and other requirements Samples Physical examples of materials, equipment, or workmanship that are representanve of some portion of the Work and which establish the standards by which such porhon of the Work �nnll be �udged Samples submitted shall be of sufficient size and quant�ty to clearly illustrate functaonal characterisrics of products or materials and full range of colors available 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict between different safety regulanons, the more stringent regulanon shall apply The Washington State Department of Labor and Industnes shall be the sole and paramount administranve agency responsible for the administratton of the provisions of the Washington Industrial Safety and Health Act of 1973 (WISHA) The Contractor shall maintain at the pro�ect site office, or other well known place at the pro�ect site, all anc�les necessary for providing first aid to the in�ured The Contractor shall establish, publish, and make known to all employees, procedures for ensunng immediate removal to a hospital, or doctor's care, persons, including employees, who may have been in�ured on the pro�ect site Employees should not be Crty of Bremerton May 2013 Z013 Sewer Rehabilttatton SP - Z4 I� ,�7 '�, � � �� ,� �� ` � � � `�� permitted to work on the pro�ect srte before the Contractor has established and made known procedures for removal of in�ured persons to a hosprtal 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 in�ury resulhng from their failure, or improper maintenance, use, or operahon The Contractor shall be solely and completely responsible for the condinons of the pro�ect srte, including safety for all persons and property in the performance of the work This requirement shall apply conhnuously, and not be limrted to normal working hours The required or implied duty of the Engineer to conduct construcnon review of the Contractor's performance does not, and shall not, be intended to mclude review and adequacy of the Contractor's safety measures m, on, or near the pro�ect site 1-07.2 State Taxes Delete this section, including its sub-sections, in its entirety and replace it with the following 1-07.2 State Sales Tax (June 27, 2011 APWA GSP) The Washington State Department of Revenue has issued special rules on the State sales tax Sect�ons 1- 07 2(1) through 1-07 2(3) are meant to clarify those rules The Contractor should contact the Washington State Department of Revenue for answers to quesrions in this area The Contrachng Agency will not ad�ust 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 Secrion 1-07 2(2) descnbes this exceprion The Contrachng Agency v►nll pay the retained percentage (or release the Contract Bond if a FHWA-funded Pro�ect) only if the Contractor has obtamed from the Washington State Department of Revenue a certificate sho�nnng that all contract-related taxes have been paid (RCW 60 28 051) 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 �nnll be paid into the proper State fund 1 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 corporarion, or polirical subdivision of the state, or by the United States, and which are used primanly for foot or vehicular traffic This includes storm or combined sewer systems v►nthin and included as a part of the street or road drainage system and power lines when such are part of the roadway lighhng system For work performed in such cases, the Contractor shall include Washington State Reta�l Sales Taxes in the vanous unit bid item prices, or other contract amounts, including those that the Contractor pays on the purchase of the matenals, equipment, or supplies used or consumed in doing the work 1 State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the construcnng and repairing of new or exist�ng buildings, or other structures, upon real property This includes, but is not limited to, the construcnon of streets, roads, highways, etc , owned by the state of Washington, water mains and their appurtenances, samtary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a Crry of Bremerton May 2013 � 2013 Sewer Rehabiletatton SP - 25 part of, a street or road drainage system, telephone, telegraph, electncal power distribunon 1►nes, or other condurts or lines in or above streets or roads, unless such power lines become a part of a street or road lighring system, and installing or attachmg 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 tnstallahon For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract pr►ce The Contract�ng Agency will automarically 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 rtem prices, or in any other contract amount sub�ect to Rule 170, with the follo�nnng exception Excepnon The Contrachng Agency �nnll 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 pro�ect Such sales taxes shall be included in the unit bid item prices or in any other contract amount 1-07.2 (3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244) 1-07.5 1-07.5(2) �*****� Environmental Regulations State Department of Wildlife and Fisheries Delete the last paragraph and replace with the following Work in all items (1) through (8) above shall be incidental to other contract pay items 1-07.6 �*****� Permits and Licenses Supplement this section with the follownng No Crty of Bremerton permrts are required for this pro�ect 1-07.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the follov�nng The Contractor or subcontractor directly contracring for "Off-Srte, Prefabncated, Non-Standard, Pro�ect Specific Items" as defined below shall idenhfy and report informanon required on the addendum to the "Affidavit of Wages Paid" form filed `nnth the Department of Labor and Industries [form F700-164-000] The Contractor shall include language in its subcontracts requinng subcontractors and lower-ner subcontractors to comply �nnth the reporring requirements for "Off-Srte,°Prefabricated, Non-Standard, Pro�ect Specific Item" on the Affidavit of Wages Paid form addendum Cety of Bremerton May 2073 2013 Sewer Rehabtbtatton SP - 26 �� ' � lJ �\� �� ,� ,�, � The reporhng requirement for Items shall apply for all public works contracts esnmated to cost over $1 mill�on entered into by the Contracnng Agency and Contractor between September 1, 2010 through December 31, 2013 "Off-site, prefabricated, nonstandard, pro�ect specific items" means products or items that are 1 Made primarily of architectural or structural precast concrete, fabricated steel, pipe and pipe systems, or sheet metal and sheet metal duct work, and 2 Produced specifically for this Pro�ect and not considered to be regularly available shelf items, and 3 Produced or manufactured by labor expended to assemble or modify standard items, and 4 Produced at an off-srte locarion outside the State of Washington The Contractor or subcontractor shall comply �nnth the reporhng requirements and instruct�ons on the Affidavit of Wages Paid form, and shall report the follo�nnng informanon on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply v�nth the reporting requirements for use of "Off-Site, Prefabncated, Non-Standard, Pro�ect Specific" items 1 The esrimated cost of the pro�ect, 2 The name of the Contracring Agency and the pro�ect ntle, 3 The contract value of the off-srte, prefabricated, nonstandard, pro�ect specific items produced outside of Washington State, including labor and materials, and 4 The name, address, and federal employer ident�ficanon number of the contractor that produced the off-site, prefabricated, nonstandard, pro�ect specific items The Contracting Agency may d�rect the Contractor, at no addinonal cost to the Contract�ng Agency, to � remove and subsritute any subcontractor(s) found to be out of compliance �nnth the "Off-Site Prefabricated Non-Standard Pro�ect Specific Items" reporting requirements more than one t�me as determined by the Department of Labor and Industries � �, 1-07.16 �*****� �' ,� � �� 1-07.16(1) Protection and Restoration of Property Lot Corners or Permanent Control Points (New Section) All lot corners or corners of tracts, sechon corners or permanent markers of subdivisions therein as well as street monuments and right-of-way monuments shall be carefully noted and maintained by the Contractor Some monuments are shown on the Plans and there may be others The Contractor shall not�fy the Engineer of any exisnng federal, state, county, crty, and pnvate land monuments encountered prior to pipeline construction The Contractor shall preserve such monuments mtact and undisturbed or they shall be referenced by a land surveyor licensed to pracrice in the State of Washington pnor to any disturbance Any such pin, pipe, stone, plaque, or monument that is removed or d►sturbed by the Contractor shall be accurately located and replaced by a licensed surveyor at the expense of the Contractor Replacement of survey monuments and lot corners shall conform in all respects to the requirements of RCW 58 09 and Chapter 332-120 WAC Applicable permrts as required by the Washington Department of Natural Resources shall be obtained by the contractor's surveyor This work shall be incidental to Contract pay items The Contractor shall contact all property owners and tenants along the pro�ect route, via newsletter/mailing, a mimmum of one (1) week prior to start of any construcnon acnvity The C:ry of Bremerton May 2013 � 2013 Sewer Rehabil:tatron SP - 27 ��I Contractor shall submrt a draft of the property owner norificahon to the C�ty for review at least 7 calendar days prior to distrlbunon The newsletter/mailing shall advise the owners and tenants of the type of construction, schedule and indicate the Contractor's name, contacC person and telephone numbers 1-07.17 �*****� Utilides and Similar Facilities Supplement this sechon by insertmg the follo`nnng new sect�ons ' i � �� 1-07.17(4) Contractor's Responsibility for Utility Properties & Services (New � Section) � Where the Contractor's operations could cause damage or inconvenience to railway, telegraph, telephone, television, power, oil, gas, water, sewer, storm sewer, or irrigahon systems, operations shall be suspended unhl all arrangements necessary for the protechon of these urilines and services have been made by the Contractor The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, guy wires and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigahon systems from damage If interfermg railway, telegraph, telephone (including poles, guy wires, and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irnganon systems are encountered not�fy the Engineer and the appropriate ut�lity company at least two (2) working days in advance of construcnon operanons to permit the necessary arrangements for protecrion or relocataon of the mterfering structure The Contractor shall pay all costs of protecring and/or relocanon of such fac�lit�es In the event of interruphon to domestic water, sewer, storm drain, or other utility services as a result on accidental breakage due to construcrion operahons, the Contractor shall promptly nohfy the proper authority, cooperate �nnth said authonty in restorahon of set as prompdy as possible and bear all associated costs of repair sub�ect to determinanon of responsibility In no case shall interruprion of any water or ut�lity service be allowed to exist outside working hours unless prior approval is granted In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avo�d the new pipel�ne, the services may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, Engineering Department, or Fire Department, as applicable, and the Engineer All work and repairs to the water system shall be performed by City forces only The services will be restored w►th similar or equal materials The Contractor shall replace, at his own expense, any and all other exisnng utilines or structures removed or damaged during construcrion, unless otherwise provided for in these Contract Documents or ordered by the Engineer Exisring water mains are generally buried at 3' depth from the ground surface to the top of pipe 1 List of Utility Owners Following is a list of the uhlines serving the work area mdicahng the name (if available) and telephone number of the responsible authority of the vanous ut�liries which should be not►fied if conflicts or Crry of Bremerton 2013 Sewer Rehabiktahon May 2013 SP-28 � `�� I �� ,�� ,� ,� � ,� �� emergencies arise duc the progress of the work. Outside normal worlcing hours, report emergencies and imnate contact �nnth the appropriate mdividual by calling 911 � � � �� . � � � � � UTILITY CONTACT TABLE UTILITY UTILITY NAME CONTACT TELEPHONE # Wrthin City of Bremerton, Department of Public Works and Utilit�es (PWU) Storm Sewers PWU Pat Jacobsen 473-5920 Ned Lever 473-2398 Samtary PWU Pat Jacobsen 473-5920 Sewers/CSOs Ned Lever 473-2398 Water PWU Bob Zurbrugg 473-5249 Ned Lever 473-2398 Streets PWU Jim Orton 473-5359 Gunnar Fridr�ksson 473-2354 Contact C�ty Eng�neer Tom Knuckey at 473-2376 �f unable to contact PWU md�viduals above OTHER UTILITIES Power Puget Sound Dispatcher 888-225-5773 Energy Telephone Century Link Repair Dept 800-573-1311 Gas Cascade Natural Mike Dunn 479-3966 Gas Cable TV Comcast Jerry Biggs 377-8528 415-2477 (pager) Underground Uhlines Locate Service 800-424-5555 All numbers are (360) prefix unless noted otherwise 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the follo�nnng 1-07.18 Insurance Qanuary 24, 2011 APWA GSP) �� 1-07.18(1) General Requirements A The Contractor shall obtain the msurance described in this sechon from insurers approved by the State Insurance Commiss�oner pursuant to RCW Title 48 The insurance must be provided by an insurer �nnth a ranng of A- VII or higher in the A M Best's Key Ranng Guide, which is l�censed � to do business m the state of Washington (or issued as a surplus line by a Washington Surplus lines broker) The Contrachng Agency reserves the right to approve or re�ect the insurance �� Ctty of Bremerton May 2013 ,� 2013 Sewer Rehabtl�tatron SP - 29 .� provided, based on the insurer (including financ�al condinon), terms and coverage, the Certtficate of Insurance, and/or endorsements I:� The Contractor shall keep this insurance in force dunng the term of the contract and for thirty (30) days after the Physical Complenon date, unless otherwise indicated (see C below) C If any insurance policy is written on a claims made form, its retroacnve date, and that of all subsequent renewals, shall be no later than the effective date of this Contract The policy shall state that coverage is claims made, and state the retroact�ve date Claims-made fortn coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Complenon or earlier terminarion of this contract, and the Contractor shall annually provide the Contracting Agency with proof of renewal If renewal of the claims made form of coverage becomes unavailable, or economically prohibinve, the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contrachng Agency to assure financial responsibility for liability for services performed D The insurance policies shall contain a"cross liability" provision E The Contractor's and all subcontractors' insurance coverage shall be primary and non- contributory insurance as respects the Contrachng Agency's insurance, self-insurance, or insurance pool coverage F The Contractor shall provide the Contracring Agency and all Addihonal Insureds with written nohce of any policy cancellanon, within two business days of their receipt of such nohce G Upon request, the Contractor shall forward to the Contrachng Agency a full and cerrified copy of the insurance policy(s) H The Contractor shall not begin work under the contract unril the required insurance has been obtained and approved by the Contract�ng Agency I Failure on the part of the Contractor to maintain the insurance as required shall consntute a material breach of contract, upon which the Contracting Agency may, after giving five business days nonce to the Contractor to correct the breach, immediately terminate the contract or, at rts discrenon, procure or renew such insurance and pay any and all premiums in connecrion therewith, with any sums so expended to be repaid to the Contrachng Agency on demand, or at the sole discrenon of the Contrachng Agency, offset against funds due the Contractor from the Contrachng Agency All costs for insurance shall be incidental to and included in the unrt or lump sum prices of the contract and no add►t►onal payment �nnll be made �-07.18(2) AdditionalInsured All insurance policies, with the exceprion of Professional Liability and Workers Compensat►on, shall name the follov►nng listed ennnes as addinonal insured(s) - the Contracting Agency and its officers, elected officials, employees, agents, and volunteers The above-listed entanes shall be addinonal insured(s) for the full available limits of liabilrty maintained by the Contractor, whether pr�mary, excess, conringent or otherwise, irrespecrive of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespecrive of whether the Cerhficate of Insurance provided by the Contractor pursuant to 1-07 18(3) describes limits lower than those maintained by the Contractor Crty of Bremerton May 2013 2013 Sewer Rehabiktatton SP - 30 �� 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every her obtains and maintains at a mimmum the �, msurance coverages listed in 1-0718(5)A and 1-0718[5)B Upon request of the Contracring Agency, the Contractor shall provide evidence of such insurance � � � � ✓ � �, � � �' � �� ' � �� ,�, � 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contracring Agency a Cerhficate(s) of Insurance and endorsements for each policy of insurance meetang the requirements set forth herein when the Contractor delivers the signed Contract for the work The cerhficate and endorsements must conform to the following requirements 1 An ACORD cerhficate or a form determined by the Contracring Agency to be equivalent 2 Copies of all endorsements naming Contracring Agency and all other enhnes listed in 1-07 18(2) as Addirional Insured(s), showing the policy number The Contractor may submrt a copy of any blanket addihonal msured clause fi om rts pol�cies instead of a separate endorsement A statement of addihonal msured status on an ACORD Cerhficate of Insurance shall not sahsfy this requirement 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The insurance shall provide the mmimum coverages and limits set forth below Providing coverage in these stated min►mum lim�ts shall not be construed to relieve the Contractor from liability in excess of such limits All deducribles and self-insured retennons must be disclosed and are sub�ect to approval by the Contrachng Agency The cost of any claim payments falling �nnthin the deduchble shall be the responsibihty of the Contractor Commercial General Liability A policy of Commercial General Liability Insurance, including - Per pro�ect aggregate � _ - Premises/Operarions Liability - Products/Completed Operahons - for a period of one year follo�nnng final acceptance of the work - Personal/Adverhsing In�ury - Contractual Liabihty - Independent Contractors Liability - Stop Gap / Employers' Liability - Explosion, Collapse, or Underground Property Damage (XCU) - Blasnng (only required when the Contractor's work under this exposures to which this specified coverage responds) Such pohcy must provide the following mmimum hmits - $1,000,000 Each Occurrence - $2,000,000 General Aggregate - $1,000,000 Products & Completed Operanons Aggregate - $1,000,000 Personal & Adverhsmg In�ury, each offence Stop Gap / Employers' Liability - $1,000,000 Each Accident - $1,000,000 Disease - Pol�cy Limrt - $1,000,000 Disease - Each Employee City of Bremerton 2013 Sewer Rehabtktatron Contract includes May 2013 SP-31 Automobile Liabilitv Automobile Liability for owned, non-owned, hired, and leased vehicles, with an MCS 90 endorsement and a CA 9948 endorsement attached if "pollutants" are to be transported Such policy[ies) must provide the follo�nnng mimmum limrt - $1,000,000 combined smgle limit Worker's Comnensahon The Contractor shall comply �nnth Workers' Compensanon coverage as required by the Industrial Insurance laws of the state of Washington All R�sk Builder's Risk Contractor shall purchase and mamtain Builders Risk insurance covering interests of the Contractang Agency, the Contractor, Subcontractors, and Sub-subcontractors in the work Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood, earthquake, theft, vandalism, malicious mischief and collapse The Builders Risk insurance shall include coverage for temporary buildings, debris removal, and damage to materials m transrt or stored off-site Such insurance shall cover "soft costs" including but not limited to design costs, licensing fees, and archrtect's and engineer's fees Builders Risk insurance shall be written in the amount of the completed value of the pro�ect, �nnth no co►nsurance provisions The Builders Risk insurance covering the work shall have a deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor Higher deduchbles for flood, earthquake and all other perils may be accepted by the Contrachng Agency upon written request by the Contractor and written acceptance by the Contrachng Agency Any increased deduchbles accepted by the Contracting Agency will remain the responsibilrty of the Contractor The Builders Risk insurance shall be maintained unril final acceptance of the work by the Contracnng Agency The Contractor and the Contrachng Agency waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extent covered by Builders Risk insurance or other property insurance applicable to the work The policies shall provide such waivers by endorsement or otherwise Excess or Umbrella Liability The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1) million per occurrence and annual aggregate This excess or umbrella liabilrty coverage shall apply, at a minimum, to both the Commercial General and Auto insurance policy coverage This requirement may be sansfied instead through the Contractor's primary Commercial General and Automobile Liabilrty coverage, or any combinanon thereof Polluhon Liabihtv Ctty of Bremerton May 2013 2013 Sewer Rehabtlttation SP - 32 � � LJ LrI � �� ' �� , 1-07.2 3 �*****� The Contractor shall provide a Pollurion Liability policy, providing coverage for claims involvmg bodily mJury, property damage (including loss of use of tangible property that has not been physically in�ured), cleanup costs, remedianon, disposal or other handling of pollutants, including costs and expenses incurred in the invesngahon, defense, or settlement of claims arismg out of 1 Contractor's operarions related to this pro�ect, and/or 2 Remedianon, abatement, repair, maintenance or other work �nnth lead-based paint or materials contam�ng asbestos, and/or 3 Transportanon of hazardous matenals away from any site related to this pro�ect Such Pollurion Liabilrty policy shall provide the following mimmum coverage I - $1,000,000 each loss and annual aggregate Public Convemence and Safety Supplement this section with the following Work areas shall be barricaded to prevent public access and provide a buffer between the work zone and the public 1-07.23(2) Construction and Maintenance of Detours �, �*****� �� Delete this sechon and replace v►nth the follov�nng Unless otherwise noted, the Contractor shall maintain two-way traffic during construct�on The Contractor shall build, maintain in a safe condinon, keep open to traffic, and remove when no longer needed 1 Detours and detour bridges that �nnll accommodate traffic diverted from the roadway or bridge during construchon, 2 Detour crossmgs of intersecting highways, and 3 Temporary approaches The construction and maintenance of detours including traffic control and sigmng is the sole responsibility of the Contractor The Contractor will be required to submit Traffic Control Plans in accordance with MUTCD, WSDOT requirements, and these specificanons 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section in its entirety, and replace it with the following Street right of way lines, limits of easements, and limits of construcnon permits are indicated in the Plans The Contractor's construcrion acnviries shall be confined within these limits, unless arrangements for use of private property are made Crry of Bremerton May 2013 2013 Sewer Rehabtlttat:on SP - 33 � Generally, the Contrachng Agency will have obtamed, prior to bid opemng, all rtghts of way and easements, both permanent and temporary, necessary for carr}nng out the work Excepnons to this are noted in the Bid Documents or will be brought to the Contractor's attennon 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 snpulat�ons of any easement agreement obtained by the Contracting Agency from the owner of the pnvate property Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as prachcal after they have been obtained by the Engmeer Whenever easements or nghts of entry have not been acquired prior to adverrising, these areas are so noted in the Plans The Contractor shall not proceed with any porhon of the work in areas where right of way, easements or nghts of entry have not been acquired unt�l the Engtneer cerhfies to the Contractor that the right of way or easement is available or that the right of entry has been received if the Contractor is delayed due to acts of omission on the part of the Contracnng Agency in obtaining easements, rights of entry or right of way, the Contractor will be ent�tled to an extension of rime The Contractor agrees that such delay shall not be a breach of contract Each property owner shall be given 48 hours norice prior to entry by the Contractor This includes entry onto easements and private property where private improvements must be ad�usted The Contractor shall be responsible for providing, �nnthout expense or liability to the Contracring Agency, any addinonal land and access thereto that the Contractor may desire for temporary construction facilines, storage of materials, or other Contractor needs However, before using any private property, whether ad�oining the work or not, the Contractor shall file �nnth the Engineer a wi permission of the private property owner, and, upon vacanng the premises, a written release from the property owner of each property disturbed or otherwise interfered with by reasons of construct�on pursued under this contract The statement shall be signed by the pnvate property owner, or proper authorrty acnng for the owner of the pnvate property affected, staring that permission has been granted to use the property and all necessary permrts have been obtained or, in the case of a release, that the restoranon of the property has been sansfactorily accomplished The statement shall include the parcel number, address, and date of signature Written releases must be filed �nnth the Engineer before the Complerion Date v►nll be established 1-07.28 1-07.28(1) Safety Requirements and Protechon of Property (New Section) Contractor's Responsibilaty for Safety The Contractor shall do whatever work is necessary for safety and be solely and completely responsible for condirions of the �ob srte, including safety of all persons (mcluding employees) and property durmg the Contract period This requirement shall apply conbnuously and not be limrted to normal worlcing hours The Contractor shall at all t�mes provide proper faciliries for safe access to the work by authorized government officials 1-08 PROSECUTION AND PROGRESS Add the following new section Caty ofBremerton 2013 Sewer Rehab�lrtadon May 2013 SP-34 �� L_.J � � � ��, � � � � ��i � I' � � L, � � � 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the follo�nnng new sections 1-08 0(1), 1-08 0(2), and 1-08 0(3) 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Pnor to the Contractor beginnmg the work, a preconstrucrion conference `nnll be held between the Contractor, the Engineer and such other interested part►es as may be invited The purpose of the preconstrucrion conference �nnll be 1 To review the inihal progress schedule, 2 To establ�sh a working understanding among the various parnes associated or affected by the work, 3 To establish and review procedures for progress payment, nonficahons, approvals, submittals, etc , 4 To establish normal worlcing hours for the work, 5 To review safety standards and traffic control, and 6 To discuss such other related items as may be perhnent to the work The Contractor shall prepare and submit at the preconstrucrion conference the follov►nng 1 An imnal progress schedule, 2 A prelimmary schedule of submittals, and 3 A list of matenal sources for approval if applicable 1-08.0 (2) Hours of Work �*****� In order to mimmize impact to Crty of Bremerton sewer customers, commencement of pipe lining operahons that result in blocicing sewer laterals shall begin no earlier than 10 p m in the evemng Laterals shall be parhally opened to allow sewage to drain no later than 6 a m the following mormng (�nnthin 8 hours of starting the limng operat�on) Full lateral restorahon shall occur �nnthin 48 hours Any modificanon to this schedule must be approved in wrinng by the Crty Other work, such as mobilizanon, traffic control setup, lateral restorahon, cleamng, video, cuthng out residual liner material, and other items idenrified for complenng the work, may be performed dunng other work hours A typical work week shall consist of 5 x 8 hour days or 4 x 10 hour days, not exceeding 40 hours in a single week. Where the Contractor elects to work more than 40 hours per week in order to expedite the pro�ect, the City v�nll not pay overrime rates Wntten permission from the Engineer is requ�red, if a Contractor desires to perform work on holidays, Saturdays, or Sundays, or more than 40-hours in a single work week. The Contractor shall apply in wriring to the Engineer for such permission, no later than noon on the working day pnor to the day for which the Contractor is requeshng permission to work C�ty staff work 40 hours per work and v►nll ad�ust their schedule accordingly to accommodate the Contractor's nighthme work schedule However, if the Contractor elects to work more than 40 hours per week, which results in Crty inspecnon staff worlcing overhme (more than 40 hours per week), the Contractor shall reimburse the City for overhme pay and the amount shall be deducted from the Contractor's pay esrimate City of Bremerton May 2013 � 2013 Sewer Rehabtluation SP - 35 � ,� Reference SP 1-08 0(3) for addihonal requirements for overhme work. 1 Construction Meetings (New Section) Weekly meerings shall be held at a mutually agreed-upon locahon and day of the week and time The purpose of the meet►ng will be to discuss the work, resolve any quanrity or force account disagreements, review the Contractor's Progress and Schedule, and review the record drav�nngs The Contracting Agency shall develop an agenda for each weekly meetang The Contractor shall provide an updated 3-week look- ahead schedule for each meedng At the Owner's discrerion, these meerings may be cancelled The Owner may schedule addirional meenngs that the Contractor shall attend to either review and discuss specific issues on topic that may be too mvolved for inclusion in the weekly progress meering or require involvement form others not directly associated with the pro�ec�t. When a special meenng is required, the Engineer �nnll coordinate nme and place for all required attendees Special meehng topics may include - Traffic control - Work sequence - Bypassing flow 1-08.3 �*****� Progress Schedule 1-08.3 (1) General Requirements �*****� Supplement this sechon v►nth the follov►nng The Contractor shall submtt a Type B Schedule The Contractor shall use the following scheduling software - Pnmavera Systems, Primavera Pro�ect Planner or SureTrak 2007 or later - Microsoft Pro�ect 2003 or later - Other, only as approved by the Owner 1-08.3 (2) Progress Schedule Types Supplement this secrion �nnth the following The Contractor shall provide a monthly update to the Type B Schedule, to be submitted at the first weekly meehng of the month Payment �nnll be withheld unhl the updated schedule has been submitted 1-08.4 �*****� Notice to Proceed and Prosecuhon of the Work Delete the teact in this sechon and replace with the following paragraph � � � � �� Ctty of Bremerton May 2013 2013 Sewer Rehab�l:tat�on SP - 36 � � � l� �' � �� 1 Nohce to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contrachng Agency The Contractor shall not commence �nnth the work unril the Nobce to Proceed has been given by the Engineer The Contractor shall commence construchon achvihes on the pro�ect site within ten days of the Norice to Proceed Date, unless otherwise approved m wr►t�ng The Contractor shall diligently pursue the work to the physical complehon date within the rime specified m the contract Voluntary shutdown or slo�nnng of operahons by the Contractor shall not relieve the Contractor of the responsibilrty to complete the work �nnthin the time(s) specified in the contract 1-08.5 �*****� Delete the text in this sechon and replace with the following paragraph The Contractor shall begin work v�nthin ten (10) calendar days of the Nonce to Proceed date The Work shall obtam Substanhal Complerion �nnthm the time designated in'Anc�le 2' of the CONTRACT Time of Completion � Time lost in replacmg improper work or material shall not furnish any grounds to the Contractor for claiming an extension of rime for the complerion of the work and shall not release the Contractor from damages or liabilihes for failure to complete the work within the hme snpulated � 1-08.9 �*****� Liquidated Damages I� � � �� ' � � � Delete and replace the second paragraph wnth the following Liquidated damages are established per `Anc�le 3' of the CONTRACT The Engineer �nnll deduct the accumulated amount fr-om any money due or coming due to the Contractor 1-09 1-09.1 1-09.1(1) �*****� 1 General MEASUREMENT AND PAYMENT Measurement of Quantities Quantity Reporhng Requirements (New Section) a Requirement Preparation of daily Quant�ty Reports generally as descnbed in this Sechon �s hereby required of both the City and Contractor b Controllmg Record Crty and Contractor hereby aclrnowledge that the purpose of such daily Quanhty Reports is to create a valid, contemporaneous record of all bid-rtem work performed by the Contractor, with the goal of limiring disputes by traclang and agreeing on the vanous quanUries of work as rt is performed The daily Quanhty Reports required herem shall become the controllmg record and source documentataon of the work performed and the matenals provided by the Contractor each day c Correchon of Errors Nothmg in this Sechon shall bar later ad�ustment of quanhhes for the purpose of correchng errors or omissions when such ad�ustment is authonzed by the Engmeer C:ty of Bremerton May 2013 � 2013 Sewer Rehabil�tat:on SP - 37 Crty and Contractor hereby agree that the Engmee�'s decision regarding corrections shall be final, as provided in Standard Specificahons Section 1-051 d Dispute Resoluhon For the purposes of this Section only, daily Quanrity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meering and, to the extent possible, any dispute related to the quanrity of work performed dunng the preceding week shall be resolved and final b�d rtem quanriries agreed upon 2 1-09.6 �*****� Report Prepararion The Engineer v►nll complete a daily Quant�ty Report for each day that work is performed 1'he Contractor shall furnish any required material invoices or load receipts to the Engineer each day in t►me for completion of the da�s report The Engineer and Contractor shall review each da}�s report not later than the end of the next business day Both the Eng�neer and Contractor shall sign/imhal each da}�s Quant�ty Report, aclrnowledgmg the quantzries of work and mater►als indicated in the Report. The Crty uses WSDOT Form # 422-635, htled Field Note Record for daily quanhty reports A sample form is included in the appendices Force Account Supplement this section �nnth the following The bid rtem "Minor Changes and Force Account" has been mcluded m the Bid Proposal for changes - As directed by the Owner m accordance w►th Sectton 1-04 4 This will be issued as Work Change Direchves and incorporated mto the contract via a Change Order - Due to differ►ng srte condihons, as descnbed m Sechon 1-04 7, for which the Engineer determines the Contractor is due addirional compensarion per Section 1-04 7 and which is not covered by the contract unrt prices No payment �nnll be made for any work fr-om this bid rtem that has not been expressly approved in wriring by the Engmeer 1-09.6(1) �*****� City of Bremerton 2013 Sewer Rehabtktatron Daily Quantity Report 1 General Force Account Reporting Requirements (New Section) Requirement Prepararion of daily reports generally as descnbed in this Section, of all Force Account Work authonzed by the Crty, is hereby required of both the Crty and Contractor b Controlling Record Crty and Contractor hereby aclrnowledge that the purpose of such daily reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Direchves (WCD) issued by the City, with the goal of limihng disputes by agreeing on the amounts and costs of work as the work is performed The daily reports required herem shall become the controlling record and source documentation of the work actually performed, and the matenals actually provided, by the Contractor for Force Account Work. c Error Correction Nothing in this Sechon shall bar later ad�ustment of quanhhes or costs for the purpose of correcting errors or omissions when such ad�ustment is authorized by the Engmeer Crty and Contractor hereby agree that the Engmeer's decision regardmg corrections shall be final, as provided in Standard Specificahons Sechon 1-051 May 2013 SP - 38 �� 1-09.7 � �*****� � ti� Mobilization Supplement this sechon with the follov►nng Payment for the bid rtem "Mobilizat�on", lump sum, will not be made unril all traffic control devices are on site and ready for use, or m use if required, and the Contractor's Field Office and the Engineer's Field Office are complete and ready for use T� 1-09.8 i� �*****� � � ,� � ��, � �� Payment for Material on Hand Delete all the provisions in this secbon and subshtute the following The Owner will pay 75a/o of the actual mvoice value for matenals on hand for those matenals with an mvoice value over $5000 Aggregate matenal will not be reimbursed 1-09.9 Payments (June 27, 2011 APWA GSP, Opt�on B) Delete the fourth paragraph and replace it with the following Progress payments for completed work and matenal on hand will be based upon progress estamates prepared by the Engineer A progress eshmate cutoff date will be established at the preconstruction conference The imhal progress esrimate �nnll be made not later than 30 days after the Contractor commences the work, and successive progress eshmates will be made every month thereafter until the Complerion Date Progress esnmates made during progress of the work are tentahve, and made only for the purpose of determining progress payment The progress eshmates are sub�ect to change at any hme pnor to the calcularion of the Final Payment d Dispute Resolurion For the purposes of this Sechon only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construchon Meering and, to the extent possible, any dispute related to the quanrity of Force Account work performed dunng the precedmg week shall be resolved and final matenal quantihes, labor hours and equipment hours agreed upon 2 Daily Force Account Report a Report Prepararion The Engmeer �nnll complete a daily Force Account report for each umt of Force Account work, for each day that such work is performed The Contractor shall furnish the mater�al and equipment invoices required by Standard Specificahon Sectaon 1- 09 6 to the Engmeer each day in rime for completion of that da}�s reports The Engineer and Contractor shall review each da�s reports not later than the end of the next business day Both the Engineer and Contractor shall sign each day's Force Account reports, aclmowledging the quanrihes of matenals and hours of use of labor and equipment indicated in the report The City uses WSDOT Form # 422-008 htled 'Daily Report of Force Account Worked' for traclang force account work A sample of the Crty-provided form that w►11 be used for all such reports is included in the append�ces Ctty ofBremerton May 2013 1 2013 Sewer Rehabtktat:on SP - 39 j The value of the progress estimate �nnll be the sum of the follo�nnng 1 Umt Price Items in the Bid Form — the approximate quannty of acceptable units of work completed mulnplied by the unrt price 2 Lump Sum Items in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown, based on the Engineer's determinahon 3 Materials on Hand — 100 percent of invoiced cost of material delivered to ]ob srte or other storage area approved by the Engineer 4 Change Orders — enndement for approved extra cost or completed extra work as determined by the Engineer Progress payments �nnll be made in accordance with the progress esnmate less 1 Retainage per Sechon 1-09 9(1), on non FHWA-funded pro�ects, 2 The amount of Progress Payments previously made, and 3 Funds wrthheld by the Contracting Agency for disbursement in accordance �nnth the Contract Documents Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been sahsfactorily completed The determinahon of payments under the contract will be final in accordance �nnth Sechon 1-051 1-09.11(3) Tfine Limatation and Jurasdactaon �*****� Replace all references to Thurston County �nnth Kitsap County. 1-09.13(3) Claims $250,000 or less �*****� Delete this section, including subsechons A and B 1-09.13(4) Procedures to Pursue Arbitration �*****� Delete the paragraph and replace with the following text The Contractor and the Contrachng Agency mutually agree that claims, whatever the value, submitted in accordance with Sechon 1-0911 and not resolved by nonbmding arbitrahon ADR processes, shall be resolved by lirigahon unless the parties mutually agree to resolve the claim through binding arbitrahon Each party is responsible for rts own attorney fees and litigarion costs 1-10 1-10.1 �*****� C�ry of Bremerton 2013 SewerRehabtlitation TEMPORARY TRAFFIC CONTROL General May 2013 SP-40 1 � � � � � � � � �' � � �� ,� � � � LJ � � �� LJ � � � � � Supplement this sect�on by inserting the following Any materials, labor or equipment required for mamtaining traffic flow dunng the life of this Contract shall be furnished, placed and mainta�ned by the Contractor, immediately upon request by the Engineer Furnishing of and preservahon and mamtenance of traffic control devices shall be the sole responsibil�ty of the Contractor Emergency traffic such as police, fire, and disaster umts, shall be provided access at all nmes The Contractor shall be liable for any damages, which may result from failure to provide reasonable access or coordinanon Exishng Signs. Devices. and Pavement Markings Exisnng traffic control and street name signs which interfere with construchon shall be relocated, covered, or removed by the Contractor and temporarily stored in a safe place "Stop", "Yield', and "One-Way" signs shall be removed, covered or relocated only upon approval of the Engineer Exist�ng signs shall not be removed unhl the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the exishng signs have been removed Except as otherwise specifically provided in the contract documents, preservanon and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall be reset in their permanent locanon by the Contractor Signs and other traffic control devices damaged or lost by the Contractor, shall be replaced or repaired by the Contractor at no cost to the Crty The ophon of whether a sign can be repaired or shall be replaced shall be the Engmeer's, and such decision shall be final and bmdmg on the Contractor When paint lines are obliterated due to construction achviries or pavement restoranon, temporary ,� pressure sensinve pavement marking tape, traffic buttons or delineators shall be installed where designated by the Engineer These temporary features shall be removed only upon mstallarion of permanent traffic channel�zahon Unless otherwise provided for by a separate bid �tem in the proposal, � removal of permanent striping and installarion and removal of temporary striping shall be incidental to the umt contract pr►ce for other items in the proposal � �� ,� � � � Maintaining Two-way Traffic and Access: Except as permitted by the Engmeer, two-way traffic shall be maintained at all nmes No dead-end streets �nnll be allowed to have less than one way access at any t►me Dunng working hours, the Contractor shall maintain, in a safe, acceptable condinon, all approaches and mtersecrions with roads, streets, alleys, and driveways to businesses, parking lots, res�dences, etc All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans Except where permitted elsewhere in the Contract Documents or authonzed by the Engineer m wrinng, during non-worlang hours, excavanons �nnthin roadways, driveways, pedestrian pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered �nnth cold mix asphalt or covered w►th steel plates or other approved temporary bridging The Contractor shall conduct the work so as to obstruct and inconvemence traffic as little as possible The Contractor shall not open sect►ons of the work and leave them in an unfinished condirion During normal working hours, the Contractor shall maintain, in a safe, acceptable condirion, all approaches and intersecrions v►nth roads, streets, alleys, and dnveways to businesses, parinng lots, residences, etc All streets shall be open to local traffic at the end of each worlcmg day unless otherw�se noted in the approved Traffic Control Plans Durmg non-worlcing hours, the Contractor shall keep exisnng traffic lanes clear, w►thout interference from construchon operanons, equipment or materials City ofBremerto» May 2013 1 1013 Sewer Rehabrktat:on SP - 41 � 1-10.1(2) Description (May 25, 2006 APWA GSP) Revise the third paragraph to read The Contractor shall provide signs and other traffic control devices not otherwise specified as bemg furmshed by the Contracring Agency at no addinonal cost The Contractor shall erect and mamtain all construchon signs, warnmg signs, detour signs, and other traffic control devices necessary to warn and protect the public at all hmes from in�ury or damage as a result of the Contractor's operanons which may occur on highways, roads, streets. sidewalks. or paths No work shall be done on or ad�acent to a� traveled wav unhl all necessary signs and traffic control devices are in place 1-10.2 1-10.2(1) �*****� Traffic Control Management General Supplement this sect�on with the follo�nnng The TCS `nnll be contacted to correct any traffic control or sigmng deficiencies dur►ng normal working hours or during evenings or weekends as necessary or required The TCS shall respond as requ►red by Standard Specificanon 1-10 2(1)B If the Traffic Control Supervisor or the Contractor's forces do not respond within the required nme, the City cvill make any necessary correchons using its own or other forces and shall deduct the ennre cost of all such work from sums due, or to become due, to the Contractor All such charges against the Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials The TCS shall be cerhfied by one of the follo�nnng organizarions The TCS cerrificabon shall be submitted to the C�ty prior to any construchon American Traffic Safety Services Associarion 5440 Jefferson Davis Hwy Fredericksberg, VA 22407 (703)898-5400 Sverdrup Civil, Inc c/o Traffic Control Supervisors Seminar P 0 Box 97062 I{irkland, WA 98083-9762 (206) 822-3300 ' The Northwest Laborers-Employers Traimng Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 1-10.2(2) Traffic Control Plans �*****� Supplement this sect�on by inserting the following Crty of Bremerton 2013 SewerRehabilitatJO» May 2013 SP - 41 � � �J �� LJ � L1 �' � � � �� ' � � � � Where work occurs m the ROW, the Contractor shall prepare and submit a traffic control plan to the Criy � for review The plan shall be in accordance �nnth MUTCD requirements The plan shall be submitted at least 7 days in advance of the actual work � 1-10.3 � i 1-10.3(3) Traffic Control Labor, Procedures and Devices Traffic Control Devices Supplement this section by inserhng the following All signs requ►red for traffic control as well as any other signs prescribed by the Engineer shall be furmshed by the Contractor � 1-10.3(3)L �*****� � � �� i � �� Parking Restriction Signs (New Section) Where, in the opinion of the Engineer, parking is a hazard to thru-traffic, or to the construchon work, parking may be restr�cted either enrirely or during the t►me when rt creates a hazard ' Signs for restricnng parking shall be approved by the Engineer and provided and placed by the Contractor The Contractor shall be responsible for and shall maintain the signs, if they are used in any street that is directly involved in the construcrion work If park�ng signs are used beyond the confines of the work area, such as in another street being used as a detour, the signs will be the responsibility of the Contractor The placement of signs restnchng parking shall be as approved by the Engineer Parking restrichon signs shall be placed two working days ►n advance of needing the parking removed, with the start date of the "no parinng" clearly shown The area to be restricted shall be clearly marked v�nth Type I barricades carrying signs that give the specific period (dates and nmes) that the area is to be clear of vehicles Signs shall be large enough to be easily read from a distance of 50 feet and shall advise where impounded vehicles �nnll be stored or indicate a 24-hour telephone number for obtaining that informarion A minimum of 72 hours advance norice is required before towing vehicles All signs must be approved by the Engineer pnor to use Example wording of the signs is as follows WARNING� TOW AWAY ZONE NO PARKING FROM DATE and TIME TO. DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED 1-10.4 � �*****� � Measurement Delete the enhre sect�on and replace `nnth the following No specific unit of ineasurement �nnll apply to the lump sum item "Temporary Traffic Control " � 1-10.5 �*****� � C:ty ofBremerton � 2013 Sewer Rehabtlrtahon Payment May 2013 SP-43 o' ��t f } .,� Delete the entare secnon and replace with the followmg Payment for "Temporary Traffic Control", lump sum, shall be full pay for all costs for providing the work described in the Contract Documents This payment will include all equipment, labor and vehicles for developing and implemennng traffic control plans, providing flagging, umformed traffic control, Traffic Control Supervisor, Class A and Class B construcrion signs, detour routes, cones, barncades, flashers, sequennal arrow signs, traffic safety drums, removal of permanent striping, installing and removing temporary striping and arrows, and other temporary traffic control devices Any other signage and traffic control devices that the Engineer determines are necessary during the course of the work shall be supplied, setup and maintained by the Contractor and shall be considered an incidental cost to this bid rtem END OF DIVISION 1 0 Ctty of Bremerton 1013 Sewer Rehabil�tation May 2013 SP-44 � � DIVISION 7 , � 7-17 ' �*****� � � � � �1 � J � � ' � �� I; � DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS A11TD CONDUITS SAIITITARY SEWERS Delete the entire sect�on and replace with the following 7-17.1 Description 1'he work of consists of rehabilrtat�ng exisnng sanitary and storm sewer pipe using the cure-m-place- pipe (CIPP) rehabilrtation method as described m Sections SP 7-20 and SP 7-21 7-17.2 Materials 7-17.3 Construcdon Requirements Materials for lming the pipe are descnbed in Section SP 7-21 The work consists of cleaning, mspecting, CIPP limng, lateral reinstatement and final acceptance of exist►ng samtary and/or storm sewer pipe from manhole to manhole using CIPP rehabil�tanon technology as descr�bed in Sechons SP 7-20 and SP 7-21 Pipes scheduled for rehabilitanon are summarized in the following table titled PIPE REHABILITATION SUMMARY TABLE All pipes are sanitary sewers except the 24" and 30" storm sewer pipes on 11� Street at Kitsap Way Plan sheets for the p�pes are in Appendix C Prior to lining installahon, the pipe shall be cleaned and inspected as described in Sechon 7-20 All CIPP limng material shall cut and removed at each manhole to fully restore the manhole Laterals shall be reinstated as described in Sect�on 7-21 The Contractor ►s fully responsible for mainta�ning flow to City of Bremerton sewer customers and providing temporary flow bypass as needed to perform the work Coordinate all bypassing with City staff Submit a bypass and flow maintenance plan for each work srte for review by City staff at least 5 days prior to the actual work at the site The Contractor is fully responsible for providing all traffic control in accordance �nnth Secnon 1-10 as required to perform the work Submit a traffic control plan for each work site for review by City staff at least 5 days prior to the actual work at the site HOURS OF WORK In order to minimize the impact to the public, the Contractor shall perform the lming work as described in Secnon 1-08 0(2) Ctty of Bremerton May 2013 1 2013 Sewer Rehabiletadon SP - 45 � PIPE REHABILITATION SUMMARY TABLE PLAN SHEET # LOCATION PIPE - MATERIAL APPROX. # OF SIDE SIZE PIPE LENGTH SEWERS (EST) (inches) (FT) C1 WilbertAve - 8 CP 1172 38 6� St to 11� St C2 Lafayette Ave 8 CP 605 22 from 11� St to 13�' St C3 Wheaton Way - 8 CP 906 15 Hanford Ave to Holhs Ave C4 Cherry Ave - 8 CP 718 18 Callahan St to Wheaton Way C4 Cherry Ave - 10 Clay 1085 22 Callahan St to Wheaton Way C4 Cherry Ave - 12 CP 722 10 Callahan St to Wheaton Way C5 11� St - 30 CP 325 10 Elizabeth Ave to Warren Ave C5 Schley Blvd - 8 Clay 330 3 Callahan Dr to Chesmut St C6 11� St to Kitsap 24 CMP 274 3 Way (STORM) C6 11� St to I{itsap 30 CMP 138 2 Way (STORM) NOTE Unless noted otherwise, the pipe is sanrtary sewer CP = concrete pipe, CMP = corrugate metal pipe 7-17.4 Measurement Measurement for sewer pipe rehabilitanon is described in Sechons SP 7-20 and SP 7-21 � � I' � � LJ �� L_J � L J i � I ,� � �J � C:ty of Bremerton May 2013 2013 Sewer RehabtlUatton SP - 46 � � �I 7-17.5 Payment � � 7-20 7-20.1(1) Submittals � �*****� 7-20.1 Description This work shall generally consist of cleamng, removing and disposing of waste materials, and � performing CC1'V inspecrions of all the sewer main segments included in this pro�ect idenhfied to be rehabilitated by cured-in-place pipe � � CJ Payment for pipe rehabilitahon is described in Sections SP 7-20 and SP 7-21 PRE-INSTALLATION CLEANING, INSPECTION AND ASSESSMEIITT OF SEN/ER LINES (New Section) Submittals shall be m accordance with Section 1-05 5 of these specificarions Submittals shall include, but not be limited to, the items idenrified in these specificarions and in Secnon 1-05 5 of these specificarions The follo�nnng items shall be submitted prior to any cleaning and inspection work being performed Off-srte Disposal Locabon Prior to commencmg �nnth any cleamng work, the Contractor shall be responsible for making � arrangements to dispose of all sewage and solids removed from the main during the cleaning operat�on at an off-srte location The Contractor shall submit the name, address, and telephone number of the off-srte disposal locat�on selected for this pro�ect � � � � � � � � � The follov�nng items shall be submitted after each video inspection has been performed Pre-Installation Inspect�on Reports The Contractor shall provide the Engmeer with two (2) copies of the Pre-Installanon Inspecnon CD/DVD and associated Inspect�on Report for each sewer main segment No more than one sewer main segment shall be mcluded on a Pre-Installat►on Inspecrion CD/DVD or inspechon report The Pre-Installanon Inspection CD/DVD and associated Inspechon Report for a sewer main segment shall be submitted to the Engineer at least three (3) worlcing days prior to requesnng "wet-out" for that sewer main segment 7-20.3 Construction Requirements 7-20.3 (1) Equipment Cleaning Equipment Cleamng equipment shall be capable of removing dirt, grease, rocks, sand, roots and other materials and obstrucnons from the sewer lines Selection of equipment shall be based on field condihon such as access to manholes, quanrity of debris, size of sewer mam pipe, condirion of sewer main pipe, and ptpe hning acnvines Video Inspection Equipment Ciry ofBremerton May 2013 � 2013 Sewer Rehab:lttat:on Sp _ ¢y � The Contractor shall inspect the sewer interior walls of the sewer main p�pe using a color CCTV camera with a lens capable of rotatmg 360 degrees to allow the Contractor to look directly up tees and wyes It is ennrely the Contractor's responsibilrty to choose and provide the correct equipment and software which will produce CCTV inspechons and reports that meet the minimum CCTV inspection standards of this specificanon Should any of the CCTV inspecnon equipment become damaged or degraded during the course of this pro�ect, such that rt is not capable of producing the minimum standards, it shall be the Contractor's responsibilrty to repair or replace the affected equipment No addihonal work days or payment �nnll be granted for the repair or replacement of damaged or degraded equipment 7-20.3(2) Personnel All CC1'V inspecrions shall be performed by a trained operator who documents the date of the inspecrion, the condirion of the pipe at each phase including before and after liner installahon, breaks, obstacles, and side sewers by closed circuit television 7 Cleaning Prior to conducUng CCTV inspecrion, the Contractor shall clean the sewer main segment Clean shall be defined as the removal of all accumulataons including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, and any other solid or semi-solid matenal exishng in the pipe with 100% debr�s removal It will be the Contractor's responsibility to make as many cleamng passes as necessary to meet the above defimrion of 'clean' Sludge, dirt, sand, rocks, grease, and other solids or semi-solid material resulhng from the cleaning operat�on shall be removed at the downstream manhole of the section being cleaned Passmg materials from manhole section to manhole sechon is not permitted All roots shall be removed from the sewer lines Special attennon shall be used during the cleaning operanon to assure removal of roots from the �oints and side sewer connecnons Procedures may include the use of inechamcal equipment such as rodding machines, root cutters, porcupines, and high-velocity hydro-�et cleaner During sewer cleaning operanons, precaurions shall be taken by the Contractor in the use of cleamng equipment to avoid any damage to the exishng pipe Any damage of the sewer main pipe resulhng from the Contractor's cleaning operanons, regardless of the exishng condihon of the pipe, shall be the responsibilrty of the Contractor Some of the pipes within this pro�ect are fragile with broken sections, offset �oints, and holes in the pipes The Contractor shall use extreme care to not further damage the pipe during cleaning operations The Contractor may request to view the City's video inspection files for more information on the existing condrtion of the pipes 7-20.3[4) Waste Material Disposal The Contractor shall dispose of all waste materials removed from the sewers during the cleamng operarion at the approved off-site locanon Trucks hauling solids or semi-solids from the site shall be waterhght so that no leakage or spillage �nnll occur Under no circumstances shall sewage or solids be dumped onto the ground surface. streets. catch basins. or storm drains � � � � � � � �' � � � � � �� ' � City of Bremerton May 2013 2013 Sewer Rehabilrtahon Sf' - 48 � LJ �� L_1 � , � �� I I � � � 7-20.3(5) CCTV Inspection 1'he Contractor shall perform CCTV inspecrion after cleaning the sewer lines to document the condinon of the host pipe, verify the number and footages of side sewer connechons, and verify the lines were cleaned in accordance with these specificahons In order to allow for an accurate analysis of the condinon of the exisnng sewer main/host pipe, the Contractor shall ensure that the enrire surface of the sewer matn under inspechon is clearly visible When the depth of sewage, which may be caused by exisring 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 inspecnon and remove the sewage from the main using high velocity �etting machines, or other non-destruchve methods acceptable to the Engineer Once the main secrion under inspection is clear of sewage the inspecrion may resume When obtaining video footage of the side sewer connections, the video shall provide sufficient detail to allow the Owner to determine whether the connechon is srill acrive If the incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the enhre surface of the sewer main/host pipe under inspecrion, 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 inspecnon Bypass pumping from the upstream manhole shall be urilized as needed Flows introduced by laterals are unavoidable and expected, however, should these flows introduce sufficient fluids to obscure the v�sibilrty of the pipe, the Contractor shall halt the inspechon unhl the sewage has been removed If the Contractor should find rocks and sediments, grease, grout, protruding laterals, or other obstrucnons that would otherwise prevent the installanon of a l�ner, they shall halt the inspection and remove said obstrucrions prior to complenng the CC1'V inspecrion The Contractor shall mamtain a clean and clear lens for the durarion of the CCTV inspecnon Should the lens become soiled, or fogged, or otherwise impaired to any degree that impedes the ability to clearly see the condirion of the pipe, the Contractor shall halt the inspecnon and clean/clear the lens of any foreign matter impeding the visual inspechon No addit�onal compensanon will be made for re-inspecnons 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 mimmum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, and four {4} feet for all pipe sizes 12" and up Addihonally, the Contractor shall make certain that the light levels are not so bright that visual inspect►on is impeded Should the camera get stuck in the sewer, the Contractor shall be responsible for all costs in extracnng rt Costs related to difficulhes encountered during internal video inspecnon are mcidental to the contract, and claims will not be considered � � � � 7-20.3(6) Assessment of Sewer Lines 7-20.3(6)A General This work shall generally consist of assessing the exishng condihon and ability to line a sewer main segment Ctty of Bremerton May 2013 � 2013 Sewer Rehabtlttatron SP - 49 � In addit�on to the videos, the Contractor shall prepare and submit a Pre-Lining Inspect►on Report which shall note the pipe condinon, lateral footages and clock posinon, root protrusions, and any other informanon required to understand the pipe condirion for lining Based on a review of the video and report, the Owner will make a determinanon of which laterals must be restored (active) 7 Limng Feasibility Minimum Acceptable Conditions The Contractor is responsible for determimng whether or not a sewer main segment is surtable for CIPP lining The Contractor shall not install a CIPP liner in any sewer main segment with exisnng defects that interfere with or cause a reduct►on in hydraulic capacity, or which may tnterfere �nnth future CCTV inspection operahons, or which may hinder in any way the quality of installahon of the CIPP liner system If a sewer main segment is not suitable for limne rt shall be noted in the Pre-Lmme Inspecrion ReQort and presented to the Engineer The follownng sewer main pipe defects and condit�ons shall be considered as gutdelines when performing CCTV Inspecnon review and makmg lining feasibility assessments Saes Any sechon of a sewer main segment that has a sag which causes sewage levels to connnuously reach half pipe or greater, and which is longer than ten (10) feet m length shall be noted on the Video Inspechon Report and presented to the Engineer The Engineer shall make the final determinarion of whether the sag is acceptable or needs repair prior to lining Protrudin�Laterals Any side sewer lateral that encroaches into 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 porhon of the lateral that is protruding The method used to remove the protrusion shall not be destrucrive to that portion of the side sewer lateral outside of the inside surface of the of the sewer main host pipe, and shall result m a smooth, non-�agged edge which will not hinder in any way the quality of the installahon of the CIPP liner system If the Contractor is unable to remove the protruding lateral rt shall be noted on the Video Inspechon Report and presented to the Engineer The Engineer shall make the final determinat�on of whether the protruding lateral is acceptable or needs repair pr�or to limng Internal removal of protruding laterals shall be included in the cost for "Pre-Installahon Cleaning and Inspecnon", per linear foot Bends and Curves If, in the opinion of the Contractor, there exists a sect�on in the sewer ma�n segment with bends or curves which may prevent lining operarions, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installanon of the CIPP liner system, it shall be noted on the Video Inspect�on Report and presented to the Engineer Offset Loints Any �oint that �s offset by more than one half (1/2) of an inch m an 8-inch diameter pipe or one (1) inch in a 10-inch diameter pipe or larger shall be noted on the Vtdeo Inspecnon Report and �� LJ � � M � �J � � '� J � C:ty of Bremerton May 2013 2013 Sewer Rehabtl:tation SP - 50 � � � � 7-20.4 Measurement The contactor is required to remove all roots within the sewer main pipe as part of the cleaning � operarions 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 mam The Contractor shall � presented to the Engineer The Engmeer shall review the defect and make a final determinanon of whether the offset is acceptable or needs to be repaired prior to limng Roots note these occurrences on the Video Inspect�on Report. Other Defects Any other defects in a sewer main segment that, m 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 Video Inspechon Report and presented to the Engineer � � Cleamng and video inspection of the sewer main pipe prior to installarion of the CIPP lining will not be measured Disposal of waste materials from the cleaned and prepared pipe will not be measured 7-20.5 Payment � � � 7-21 �*****� � � � �� Pipe cleamng, video inspection, and disposal of waste materials from the pipe cleamng and prepararion work shall be considered incidental to the bid rtems for pipe rehabilitat�on in Sechon SP 7-21 CURE-IN-PLACE PIPE (CIPP) REHABILITATION (New Section) 7-21.1 Description This work shall consist of rehabil�tanng sanrtary sewer pipelines using Cured-In-Place Pipe (hereinafter referred to as CIPP) w�th►n the exisnng, structurally deteriorated pipe The rehabilrtanon of pipelines uhlizmg CIPP shall generally consist of the installanon of a resm- impregnated flexible felt tube or composrte felt and carbon or glass fiber tube which, when cured, shall extend the full length of the original pipe and provide a structurally sound, smooth, �oint-less and waterhght pipe The Contractor is responsible for proper, accurate and defect free installarion of the new pipe regardless of the methods described herein Piping plan sheets �nnth stat�oning from beginning to end are in Appendix C 7-21.1(1) Reference Specifications, Codes, and Standards The following documents form a part of this specificarion to the extent stated herem and shall be the latest edinons thereof 1Nhere differences exist between codes and standards, the one affording the greatest protechon shall apply, as determined by the City Ctry of Bremerton May 2013 1 2013 Sewer Rehabtbtahon SP - 51 � ASTM F2019 Standard Pract�ce for Rehabilitarion of Exisring Pipelines and Conduits by the Pulled in Place Installahon of Glass Reinforced Plasric (GRP) Cured-in-Place Thermosettang Resin Pipe (CIPP) ASTM F1216 Standard Pracnce for Rehabilrtanon of Exist�ng Pipelines and Condurts by the Inversion and Curing of a Resin-Impregnated Tube ASTM F1743 Standard Pracrice for Rehabilrtahon of Exisring Pipelines and Condurts by the Pull in and inflate and Curing of a Resin-Impregnated Tube ASTM 0543 Test Method for Resistance of Plasrics to Chemical Reagents ASTM 0578 Standard Specificanon Glass Fiber Strands ASTM 0638 Standard Test Method for Tensile Properhes of Plasncs ASTM 0790 Standard Test Methods for Flexural Properhes of Unreinforced and Reinforced Plasncs and Electrical Insulanng Materials ASTM 02122 Standard Test Method for Determimng Dimens�ons of Thermoplast�c Pipe and Fithngs ASTM 03567 Standard Pracnce for Determining Dimensions of "Fiberglass" (Glass-Fiber-Reinforced Thermosethng Resin) Pipe and Fittings ASTM D5813 Standard Specificahon for Cured-in Place Thermosetring Resin Sewer Pipe 7 Contractor Submittals Submittals shall be in accordance with Secrion 1-05 5 of these specificanons Submittals shall include, but be be limited to, the items idenrified in these specificanons and in Section 1-05 5 of these specificahons A The Contractor shall submit, prior to the installahon or use of any limng materials or equipment, satasfactory written guarantee of their intent to comply wrth the manufacturer's standards for all materials and techmques being used in CIPP process Any proposed modificahons to the manufacturer's recommended standards shall be approved by the Engineer prior to installanon of the product B The Contractor shall submit, prior to the installanon or use of any lining materials or equipment, cerhfied test results from the manufacturers which indicate that all materials conform to the applicable requirements C Chemical resistance submittals - The Contractor shall submit CIPP test results that meet the chemical resistance requirements of ASTM F1216 and ASTM F1743 Secnon 5 2 6 CIPP samples tested shall be of fabric tube and the specific resin proposed for actual construct�on It is required that CIPP samples �nnthout plasric coanng meet these chemical testang requirements The chemical resistance tests should be completed in accordance with Test Method D543 Exposure should be for a minimum of one month at 73 4 degrees F During this period, the CIPP lest specimens should lose no more than 20 percent of their minal flexural strength and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, whichever is applicable, when sub�ected to the followings Chemical Solution Concentration, ercent Ta Water H 6-9 100 C:ty ofBremerton 2013 Sewer Rehabihtatron May 2013 SP - 52 � � � LJ � > � � � � � � � � r1 � � � � � � � � � l LJ �� r � � � � Nrtric Acid 5 Phos horic Acid 10 Sulfuric Acid 10 Gasohne 100 Ve etable Oil 100 Deter ent 01 Soa 01 The Contractor shall be responsible for all costs associated �nnth the chemical resistance tests D CIPP Field Samples - The Contractor shall submit lest results from previous field mstallanons of the same resin system and tube matenals as proposed for the actual mstallat►on, Field samplmg procedure shall be in accordance with ASTM F1 216 or ASTM F1743 and in accordance with ASTM 0 5813 7•21.2 Materials 7•21.2(1) General E MSDS Sheets - The Contractor shall submrt Material Safety Data Sheets for all resins, and other addihves such as accelerants, colorants, and lubricants uhlized in the pipe liner/limng process F Informarional Handout - The Contractor shall submit an informahonal handout that descr�bes the matenals, processes, installarion, pressures, temperature limrtarions, and odors associated with the lining process that shall be provided at the request of concerned residents Neither the CIPP product, nor installahon, shall cause adverse effects to any of the City processes or faciliries The use of the product shall not result in the format�on or production of any detnmental compounds or by-products at the wastewater treatment plant The Contractor shall norify the City and idennfy any by-products produced as a result of the operahons, test and monrtor the levels, and comply with any and all local waste discharge requirements 7.21.2{2) Product Storage and Handling All matenals shall be accompamed by test reports cerhfymg that the material conforms to the ASTM standards listed herem Matenals shall be shipped, stored, and handled in a manner consistent v►nth written recommendarions of the manufacturer Storage locahons shall be approved by the Engineer All damaged matenals and pipe re�ected by the Engineer shall be promptly removed from the site at the Contractor's expense and disposed of in accordance with current applicable regularions Damage Includes, but is not limited to, gouging, abrasion, flattemng, cumng, punctunng, or ultra-violet (U� degradanon 7•21.2(3) Tube � 1 The tube shall consist of one or more layers of flexible, needled felt or an equivalent non-woven or woven matenal, or a combinarion or non-woven and woven materials, capable of carrying resin, and v�nthstanding installarion pressures and curing temperatures, as required in ASTM F � Crty of Bremerton May 2013 ' 2013 Sewer Rehabrktation SP - 53 � 1216, Sechon 5 or ASTM F 1743, Secnon 5, and ASTM D 5613, Secnons 5, 6 and 8 The lube may also contain fell layers reinforced vvith glass or carbon fibers 2 The tube shall be manufactured to a size that when installed will lightly fit the internal circumference and the length of the origmal pipe The tube shall have sufficient strength to bridge missing pipe secnons and be able to stretch to fit irregular pipe sect►ons and negoriate bends Allowance shall be made for circumferenhal and longitudinal stretching during installanon Diametric shrinking during the curing process shall meet the requirements of ASTM D 5813, Sect�on 6 3 1 or better 3 The outside layer of the tube shall be coated �nnth an impermeable, flexible membrane that v►nll contain the resin dunng and after fabric rube impregnat�on, and facilrtate momtoring of the resin saturation during the resin Impregnanon (wet-out) procedure 4 The tube felt shall be homogeneous across the enrire wall thickness contaimng no intermediate or encapsulated elastomeric layer No material shall be Included in the tube that may cause de- laminataon in the cured CIPP No dry or unsaturated layers shall be acceptable upon visual inspecrion as evident by color contrast between the felt fabric and the achvated resin containing a colorant 5 The wall color of the interior pipe surface of CIPP after installarion shall be a light reflechve color so that a clear detailed examinanon with CCTV Inspection may be made The hue of the color shall be dark enough to disnnguish a contrast between the fully resin saturated felt fabr�c and dry or resin lean areas 6 Seams in the tube shall be equal to, or greater in strength than the non-seamed felt material 7 The outside of the tube shall be marked �nnth the name of the manufacturer 8 The nominal tube wall thickness shall be constructed to the nearest 15 mm increment, rounded up from the design thickness for that secrion of mstalled CIPP Wall thickness transitions, in 1 5 mm increments or greater as appropriate, may be fabricated into the fabric tube between installanon entrance and exit access po►nts 9 The mimmum length of the tube for any sewer main segment shall be that deemed necessary by the installer to effecrively span the distance from the starhng manhole to the terminanng manhole or access point, plus that amount required to run-m and run-out for the installat�on process 7-21.2 (4) Resin 2 3 1 The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent tesnng The resin shall be a chemically resistant isophthalic based polyester thermoset resin and catalyst system, or epoxy resin and hardener that are compahble with the installataon process Vmyl Esters may be used, however they shall only be used when specifically called for by the Engmeer The resin should be able to cure both in the presence and without the presence of water and the ininanon temperature for cure should be less than 180 degrees Fahrenheit When properly cured the resin/liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and or ASTM F1743 The activated resin shall contain a colorant compahble with the resin, orgamc peroxides and the installat�on 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 wrth the organic peroxide acnvator soluhon, or immediately after adding rt to the resin, to serve as a muln-purpose visual qualrty assurance indicator For systems using a photo- imnator catalyst no colorant in the acnvated resm is required � � � � � � �J � � u �� _ � LI � � � � � � Ctty of Bremerton May 2013 2013 Sewer Rehab:lttahon SP - 54 � � � � �� ' 4 Pnor to construchon, the Contractor shall submrt a baseline infrared spectrum chemical fingerpnnt of the type of resin to be used for this pro�ect on 8 1 /z" x 11" format 7-21.2(5) CIPP Structural Requirements 1 The thickness of each liner installed shall be determined using calculahon methods that are consistent �nnth industry standards and the requirements of all applicable ASTMs The Contractor's Design Engineer shall submit stamped and signed designs prior to the installat►on of any liner The designs shall include a step by step calculahon that shows all equanons, defines all vanables, lists all assumprions, and clearly indicates all values used for the design 2 The design engineer shall set the long term (50 year extrapolated) Creep Retenhon Factor at 50% of the init�al design flexural modulus as determmed by ASTM D790 test method 3 The cured in place pipe material (CIPP) shall conform to the structural properhes as 1►sted below Mimmum Ph sical Pro erties Pro e Test Method Cured Com osite Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of Elasnci ASTM D-790 short term 300,000 si Flexural Stren ASTM D-790 4,500 si � 4 The required structural CIPP wall thickness shall be based as a m�mmum on the phys�cal properhes indicated above, the Design Equarions in the appendix of ASTM F1216, and the following design parameters � � � � C� i � � Desi n Safe Factor 2 0 Cree Retennon Factor 50% Oval� 2 % Modulus of assive soil reacrion 1,000 si Groundwater De th Assume at surface Soil De th See Plan Set Live Load H-20 Hi hwa Loadin Soil Load assumed * 1341b cu Ft Pi e Condit�on Full Detertorated Minimum sei life 50 ears *No soils invesn anon related to this ro ect has be erformed 7-21.3 Construction Requirements 7-21.3(1) Preparatory Work 1 Property Owners Norificanons - Ctty of Bremerton May 2013 ' 2013 Sewer RehabrGlahon SP - 55 e � a The Contractor shall contact all property owners and tenants along the pro�ect route, v►a flyer a minimum of 48 hours prior to start of the limng operarion The Contractor shall submit a draft of the property owner not�ficahon to the City for review at least 7 calendar days prior to distribuhon b The nohficahon shall adv�se the owners and tenants of the type of construchon, schedule and indicate the Contractor's name, contact person and telephone numbers The nonficarion shall state to avoid water use and flush�ng of toilets durmg the operanon and describe any noxious odors or loud acrivities that may result from the work 2 Cleamng and Inspection of Lines - Per Sechon 7-20 of these specificanons 3 The Contractor shall verify the lengths in the field �rior to ordering and prior to impregnahon of the tube with resin, to ensure that the tube �nnll have sufficient length to extend the ennre length of the run The Contractor shall also measure the inside diameter of the exist�ng pipelines in the field prior to ordering liner so that the liner can be mstalled in a hght-fitted condinon 4 Achve Side Sewers Sewers 8" diameter and greater shall be controlled by a temporary bypass as needed or required by City staff Coordinate all bypassing �nnth City staff and submit a bypass plan for review 5 "Wet-Out" Process for Res�n/Tube Composite The quanhty of resin used for the tube �mpregnanon shall be sufficient to fill the volume of all voids in the tube material with addihonal allowances for polymerizahon shrinkage and the loss of resin through cracks and irregulanries in the host pipe wall A vacuum impregnarion process shall be used To ensure thorough resin saturanon throughout the length of the 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 tube wall thickness or 3-mm, whichever is less, and be less than 1% of the volume of the resin per umt length A roller system shall be used to umformly distnbute the resin throughout the tube The roller gap dimension shall be calculated by a method that determmes the correct volume of resin/tube per foot contained v►�thin the confining penmeter of the flexible membrane The "wet-out" 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 distribunon that when compressed at installanon 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 achvated resin contaimng a colorant The person in charge of the "wet-out" process, as �denhfied in the Statement of Qualificataons for CIPP Rehabilitanon, shall complete and sign a"wet-out" sheet for each liner to be delivered to the site The certified "wet-out" sheet shall mclude, but is not limited to, "wet-out" dale, resin idennficarion, tube length, diameter, and thickness The Contractor shall submrt to the Engineer the signed "wet-out" sheet for each liner delrvered to the site Addirionally, the Contractor shall submit a sample "wet-out" sheet from a previous �ob for the Engineer's review prior to the start of the "wet- out" process for the current pro�ect The City reserves the right to inspect all phases of producrion and tesnng of materials, from manufacturing, shipping, "wet-out", installahon, and cure, to fimshed product Crty of Bremerton 2013 Sewer Rehab�ktahon May 2013 SP-56 � � 1 � � � � ' f' � � ' � � � � � � ' � r L: [] � � � � , � C Final Cleanmg and Inspechon The exisnng host pipe shall be cleaned �ust pnor to inserhon of the liner A maximum of one hour may elapse between this final cleaning/flushing pass and the inserhon of the lmer After the cleaning is complete, a final camera pass shall be made to verify the cleanliness of the line This final pass shall be completed in the presence of the Engineer and accepted as `clean' This final video inspecrion shall be videotaped and submitted v►nth Post Installahon CD/DVDs to the Engmeer Bypass pumping from upstream manholes shall be urilized in accordance with Secnon 7- 08 of these Spec►al Provisions to exclude any sewage from entering the line dunng inspecrion All standmg sewage and wastewater shall be removed from the main dunng final video inspechon to provide the Contractor with a completely unobstructed view of the host pipe 3 Prior to mstallahon of the liner, the heat source shall be fitted with suitable monitors to � gauge the temperature of the incoming and outgo�ng heat supply Addit�onal momtors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the terminahon to allow for the momtoring and i� logging of temperatures during the cure cycle The Contractor shall have back-up monrtors available at all hmes 4 Tube Inserhon - The wet-out tube shall be posinoned in the pipeline using either air or � water inversion, or a pull-in method The tube shall be pulled-in or inverted through an exislang manhole or approved access point and fully extended to the next designated manhole or terminarion point The pressure head shall remain constant to avoid � � wrinkles m the liner The Contractor shall protect the manholes to �nnthstand forces generated by equipment, water, or air pressures used while installing the tube If a lubncant is used dur�ng the �nstallarion process the Contractor shall submit a material data to the Engmeer prior to its use for approval No petroleum based lubricants, such as mineral oil, shall be approved for use The Contractor may be required to place an absorbent material �n the area of installanon (i e around truck area, gutter line, or ' where appropriate) If a pulling method ►s used, a cable shall be strung through the exisnng pipe to be rehabilitated and attached to the liner through an exisring manhole or access point The liner shall be pulled through � Ctty of Bremerton ' 2013SewerRehabd�tanon 7•21.3[2) Pipe Liner Installation 7.21.3 (2)A General NOTE: Steam-curing of CIPP lining is not permitted for pipes greater than 12" diameter. For pines greater than 12" diameter. curing shall be accomplished with hot water and steain discharge is not permitted. Any other curin� method shall require a�proval by the Owner. The CIPP liner shall be �nstalled and cured in the host pipe per the manufacturer's specificarions as descnbed and submitted in Sectaon 1-05 5 of these Special Provisions CIPP Installarion shall be In accordance with applicable ASTM F1216, Sechon 7, or ASTM F1743, Secrion 6, with the follo�nnng modificanon May 2013 SP-57 � � the exisring manhole and through the exishng pipe by this cable Care shall be taken not to damage the liner or host pipe during the installat�on If the inversion process is used a pre liner shall be inserted in the existine nine riu or to �nsertaon of the liner to ensure no mis ation of resin occurs into e surroun ine groundwater or streams Liners installed in pipe segments that contain a venc�al or horizontal curve shall uhlize the inverston method if, in the opinion of the Contractor, it is deemed surtable to ut�lize the pull-in method for any pipe with a vertical or horizontal curve, it shall be noted on the pre-installanon video inspecnon report and presented to the Engineer for approval for this method if neither method is deemed suitable for liner installahon the line segment v�nll be removed from the contrac�t. 7-21.3(2)B Curing and Cool Down for Heated Water or Steam 1 After liner placement is completed, a suitable heat source and distnburion equipment shall be provided to distribute or re-circulate hot water or steam throughout the pipe The equipment shall be capable of delivering hot water or steam throughout the section to umformly raise the temperature above the temperature required to cure the resin This temperature shall be determined by the manufacturer based upon the resin/catalyst system employed The curing of the CIPP must take into account the exishng pipe matenal, the resin system, and ground condihons [temperature, moisture level, and thermal conduchvity of the soil) 2 To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monrtors to gauge and record temperatures of the incoming and outgoing heat source during the curing and cooling shall be placed between the tube and pipe invert at each end A back-up monitor is required in the event of monitor failure 3 The Contractor shall submit the cure and cool down periods as recommended by the resin manufacturer If an accelerant is used the Contractor shall submrt the ad�usted cure and cool down penods based on the accelerant Manufacturer's recommendahons Recirculahon of the hot water or steam shall be maintained conhnuously throughout this penod 4 Durmg the cure and cool down process, the Contractor shall keep logs, charts and/or graphs of the liner temperatures at the specified locahons to ensure that proper temperatures and cure hmes have been achieved Cerhfied cure logs and cool down schedules shall be submrtted for each installed liner 5 The contractor shall maintain the maximum and minimum pressure required to hold the tube right against the host pipe dur�ng the curing process unnl fimshed curing, per manufacturer's recommendanon 6 When cooling with water or air, the extenor "skin" (interface) temperature on both ends reaches 80 F or less, the processing shall be finished The equipment may then be disconnected 7 Care shall be taken in the release of the stahc head so that a vacuum will not develop that could damage the newly installed liner 7 Requirement for Odor Testing During Steam Cure During the CIPP installat►on and steam curing process, the Contractor shall test the air quality in the v►cinity of the limng operation for styrene levels At a mimmum, both the upstream and downstream � � � LJ � � � ' � �'� � � � � � � II V' Cety of Bremerton May 2013 2013 Sewer Rehab:htatton SP - 58 , � � L: L_.J � � � � � L� , !__J � � � � � � end of the pipe shall be tested Teshng shall be done at 15 minute intervals and readings logged and provided to the City staff at the begmning of the follo�nnng work day Tesring shall be done with calibrated odor sampling equipment Calibranon cerhficanon sheets shall be submitted to the Owner pnor to the work When styrene odor levels are v�nthm 10 ppm of OSHA-mandated levels, immediately nonfy City staff The Owner may require addinonal a�r qualrty teshng or for other pollutants as required to m►nim�ze public impact and nuisance Addirional air quality tesnng where requested shall be at no cost to the Owner 7•21.3(2)D Finished Pipe Liner The finished linmg shall be cont�nuous over the enhre length of an installarion run and be fi ee of visual defects, mcluding but not limited to, foreign mclusions, cracks, dry spots or unsaturated layers, pinholes, wrinkles, blisters, bulges, soft spots, and de-laminarion The 1►ning shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside the lmed pipe If these condihons are present, the affected porhons of CIPP �nnll be removed and replaced �nnth an equivalent repair equal to the product installed Any defect, which �nnll or could affect the structural integrity, strength, capacity, or future maintenance of the installed lmers, shall be repaired at the Contractor's expense, in a manner approved by the Engineer The beginning and end of the CIPP shall be cut flush at the inlet and outlet points in the manhole, and the ends sealed �nnth an epoxy or resin mixture compabble w►th the ]mer/resin system and shall provide a watertight seal Sealmg matenal and �nstallahon method shall be submitted and approved by the Engmeer prior to start of construcrion �draulic cements and quick-set cement products are not acceptable 7-21.3 (3) Internal Reinstatement of Side Sewers After the CIPP limng has properly cured and cooled and �nnthin 8 hours of starhng the lming operaUon, the Contractor shall cut a temporary opening to relieve sewage flow at each lateral This opemng ts temporary and full-reinstatement �nnll occur as further described Full s►de sewer (lateral) re�nstatement shall be completed �nnthin 48 hours and shall be performed by a qualified individual `nnth experience in successful internal lateral cutt►ngs The cuthng device shall produce a neat, clean and smooth opening 95% mmimum and 100% maximum of the same size and configurahon of the exishng side sewer lateral Side sewer laterals shall not be overcut beyond the tolerances specified in these Special Provisions In the event a side sewer lateral is overcut, the Contractor shall repair using a short liner and re-cut the side sewer lateral No addihonal payment shall be paid for the repair of overcut s�de sewer laterals Tables at the end of th!s section indicate known laterals for the sewer and storm mains scheduled for CIPP limng The Crty does not guarantee the accuracy of this informanon The Contractor shall mdependendy venfy the locarion of all laterals as descnbed in these Specificahons 7 Locahons of Side Sewer Laterals/Cut Sheets The Owner v►nll review the videos and pre-lining Inspecnon report to determine which lines are active and require reinstatement Ctty of Bremerton May 2013 � 2013 Sewer Rehabrlrtat:on SP - 59 � The Contractor shall only reinstate laterals that are identified as being "active' If the contractor reinstates a side sewer lateral that is inacnve, the Contractor has effechvely introduced a point for mfiltranon to enter the sewer main segment In this circumstance, the Contractor shall perform, at their e�cpense, an appropriate internal or external spot repair to remove this potennal source of infiltrarion Spot repair methods and materials shall be approved by the Engineer pnor to implementanon No addihonal payment shall be paid for the spot repair of side sewer lateral reinstatements If the Contractor fails to reconnect an achve side sewer lateral the Contractor shall use whatever means necessary to reinstate the side sewer lateral at his/her own expense The Contractor shall be held financially liable for all claims for damages resulhng fi-om the missed reinstatement Where two laterals come together at a common locahon at the pipe wall, this shall be considered a single reinstatement 7•21.3(5) Final Acceptance The Contractor shall perform a CCTV inspecrion in accordance �nnth section 8 6 of ASTM 1216 and ASTM F1743 after installarion of the CIPP liner and reconnechon of the act�ve side sewer laterals The quality of the Post-Installanon CCTV inspecrion shall be held to the same standards as the Pre-Installat►on CC1'V inspection During the CCTV inspechon the pipe invert shall be clear of any standing water and the pipe shall be conhnuously visible during the inspecnon The Contractor shall submit to the Engineer, for acceptance and approval, two (2) copies of unedited Post-Installahon CD/DVDs and associated Inspection Reports for each sewer main segment within 10 workine davs of the 1►ner installarion No more than one sewer main segment shall be included on a Post-Installarion Inspecnon CD/DVD or inspectlon report. The inspechon report shall note the inspechon date, locahon of all reconnected s►de sewer laterals, debris, as well as any other defects in the liner, including, but not limited to, gouges, cracks, bumps, or bulges The Post-Installarion CD/DVD and Inspechon Report submittals shall be reviewed by the Engineer `nnthin 10 worktng davs of receipt Pa�vment for Sewer Rehabilitation bid items will not occur untal Post-Installation CD f DVDs �.:.0 inspectzon Reports have been submitted reviewed and annroved bv the Engineer 3 Immediately pnor to conducring the post-installahon CCTV inspecnon, the Contractor shall thoroughly clean the newly installed liner Acceptance of the line as 'clean', (as previously defined in this Specificarion), shall be determined by the Engineer based upon the subsequent CCTV inspecnon of the line 4 If the CCTV Inspecrion reveals any deficiencies in the clearing, such as remaimng coupons of reinstated laterals, the contractor shall immediately correct these deficiencies 7-21.3 (6) Clean-Up After the liner installanon has been completed and inspected, the Contractor shall clean up the entire pro�ect area All excess material and debris shall be disposed of by the Contractor in accordance wrth State and Federal laws and regularions The pro�ect area affected by the Contractor's operanons shall be reinstated � � � � �J � � �l ii � � [..J � � � �� J � � � City of Bremerton May 2013 2013 Sewer Rehabelttatton SP - 60 � � � � , � � , � � � �_J � � 7-21.3 (7) Sampling and Laboratory Testing 1'he physical properhes of the installed CIPP liner shall meet the mimmum physical properhes per Sechon 7-21 2(5) verified through field sampling and laboratory tesnng Per Sect�on 8 of ASTM F1216 and ASTM F1743, the Contractor shall obtain samples from all actual mstalled CIPP liners All samples shall be labeled �nnth the follo�nnng Date of installahon • Main segment number The Contractor shall supply samples to the Crty upon request for tesnng All material tesnng shall be performed at the City's expense Final payment for the pro�ect shall be �nnthheld pending receipt and approval of the test results If properhes tested do not meet minimum requirements, the CIPP liner is sub�ect to re�ecrion or replacement 7 Warranty The Contractor shall provide the City a non pro-rated, full labor and materials warranty to be m force and effect for a period of two (2) years from the date of physical complenon of the pro� ect The warranty shall cause the Contractor to repair or replace the lmer should failures or damage result from faulty material or installabon Extended warrantees shall be considered for porhons of the pro�ect that have not met the requirements of the contract or are defect�ve or have been repaired 7-21.4 Measurement The number of lineal feet of CIPP liner �nnll be measured based on the actual pipe footage obtamed from the pre-installahon CCTV �nspecrions Restoranon of side sewer (laterals) connecrions �nnll be measured per each 7 Payment Payment wnll be made in accordance with Secrion 1-041, for each of the follo�nnng Bid items that are included in the Proposal "8-inch Sewer on Wilbert Ave " � "8-inch Sewer on Lafayette Ave " "8-inch Sewer on Wheaton Way" "8-inch Sewer on Schley Blvd " "30-inch Sewer on 11th St" � "24-inch Storm Sewer on I{itsap Way" "30-inch Storm Sewer on Kitsap Way" "8-inch Sewer on Cherry Ave " � "10-inch Sewer on Cherry Ave " "12-inch Sewer on Cherry Ave " ' � Payment for rehabilitarion of _-Inch Samtary or Storm Sewer using cure-in-place-pipe method, per linear foot, shall be considered full compensanon for all labor, equipment and materials required to clean, video, tnspect, and dispose of waste material as described in Secrion SP 7-20, install the CIPP lining per Sect►on SP 7-21, and final acceptance of the CIPP-lining per Secnon 7-21 3(5) Temporary Gty ofBremerton May 2013 � 2013 Sewer Rehab:letahon SP - 61 flow bypass, reinstanng structures, and srte cleanup shall be considered incidental to the work Reference section 7-21.3(2)A for curing method restrichons. Payment for "Side Sewer Reinstatement", per each, shall be considered full compensarion for all labor, equipment, and materials necessary to complete work as described in Sechon 7-21 3(3) Actual quanrines will be determined in the field as the work progresses, and v►nll be paid at the original bid pnce, regardless of final quanrity These bid items shall not be sub�ect to the provisions of 1-04 6 of the Standard Specificanons Temporary traffic control is paid under a separate bid item END OF SECTION City ofBremerton May 2013 2013 Sewer Rehabrktatton SP - 62 � � � � 1 � 1 1 �; ��, � 1 � � 1 1 �� 1 � APPENDIX A KIT SAP C OUNTY PREVAILING WAGE RATE S 1 ■r r�t �r � �r �■iu r nr � an�a m� a� �r � ri � s � � F w W a w hrips //fortress wa gov/lru/wagelookup/prvWagelookup asp: � State of Washington � Departrnent of Labor & Industnes Prevailing Wage Section Telephone 360 902 5335 PO Box 44540, Olympia, WA 98504 4540 Washmgton State Prevading Wage � The PREVAILJNG WAGES listed here �nclude both the hourly wage rete ard the hourly rate of fnnge benefits On pubUc works pro�ects, worker's wage and benefit retes miut add to not less than this total A bnef descnption of overtime calculation requirements are provided on the Beneht Code Key Joumey Level Prevadmg Wage Rates for the Effective Date 5/10/2013 � ��Coun � � � _ v � Trad�_ . __ �_ T � Job Classificatlon � _ Wa e � Holida O vertime Note � ' �Ki[sap �Boilertnakers � JoumeyLevel $3p3q � � �� Kltsap ICarpenters EACOUStiml Worker Kltsap jCarpenters €BAdge,DockAndWhaACarpenters $4957 SD 1M � � �Kitsap Caroenters €Carpenter 549 57 SD 1M � = ��D T ��nt� � q ` TT �� _�� €Carpenterson5[atlonary7ools mm � ^ $4970 SD � T iM '�� Kitzap Groenters YreosntedMa[ertal Kitsap� IWroenters "' E - 54967 SD� 1M � Floor Fi nhher� $49 57 SD 1M Kitsap ]C _ � ._._.______ ._.._ FloorLay _ __... _..._. ._... _ yry57 .__. � ._.....:...T____,.... K1tsaP 3 Camenters ScaffoldErec[or � $4957 SD � 1M � 4 v � � Kftsap I _ _....� �..._ V ...._. __..�.. =- EJoumey Level _.....�..� ___'�__'�_'�__-._..W ..... ��_ _ �� $3461 _...._7A...... �2Y ..., t �_ ...._.._.._ Kitsap i Inspeccion/Cleanim/Seallnv Of Sewer fl Water Svstems Bv Remore ECleaner Operator, Foamer Operaror $q 73 � � W �' 3 Control Kitsap � Inspectlon7Cleanlna/Sealinc Of Sewer & Water Svstems Bv Remote €Grout Truck Operator 5�7 qg 7 I ConVOI - ' Kitsap J Inspec[fon/Cleanl�/Sealina Of Sewer & Water Svstems Bv Remote fHead Oq.vator m mm � 572 7g T �� _�� 1Control �Kitsap Inspection/LleaMna/SealinQ Of Sewer & Wa[er Svs[ems Bv Remote Tv TYUCk Operator $2417 1 j �ConVOi — � Kittap 1Labore �� m Ai r, Gaz Or Elec[ Vlb ra[ing Scre $qp g; 7p Zy 3 � �KI[5ap � T ilaborers �.._._ _ ...... __ .,�,.�. A1rtroc Dril! Operator _ _._ _._...._ ._� � � � � 11 7A _'- 2Y T__ ._.�. ^. SKitsap �Laborers €Ballas[RegularMacMne KiGSap ]Laborers � [Ba[chWeighman $3A61 7A 2Y � Kitsap 1 Laboren BrlckPavers v Kitsap .....� �Laborers _...... _ .._.._..� _�_ _� ._._. _ ._.._. ...... _ _ _. _ _ �. ...... _ ...... _ $a0 83 7A _ 2Y __ �. EBrush Ntter� � y�p g; �� 7p Zy �� ' Kitsap ILaborers IBrush Hog Feeder $40 83 7A 2Y ' : ,KiGSap �La�rers Burrer ��P 1 ��rers �CalssonWorker 5'b83 7A 2Y ( �Lab ECarpenterTender $40 83 7A 2Y #W�p ��r� � €Caulker $4083 7A 2Y � KltSap ��ILaborers ^ ._.._..._.... � _ _ _� _..._....... �� €CemeM Dumper pavin8 .... ......�� _ ....._._.... .... ._....� 541 59 �^ 7A �2Y _ �—«-._.._.._.._.�...._.� Kitsap �� Laborers __ Cemen[Fin6herTeMer $4083 � 7A 2Y K1LSap 1 Laborers T EChange Fbuse Or Dry S hack _ � T � �� _ 54083 _ _ _ __� KitsaP � �Laborer _._.._.__W_W_ ___...... �ECMppingGun -�._ __ � _ ..._ _ - $4083 � 7A ___ ._.._. 2Y __ ...,_.... __ ,Kltsap ILaborers €CMppingGun(30LbsMdOver) $q�5q "7q Zy -W � � 'Kltsap 3Laborers fClwkerSetter Wnap itaboren €ChudcTender �83 7A 2Y Ki[sap �La6orers €ClaryPowerSpreader $A79 7A 2Y � KiCS 1 Laborers ECleanupLaborer $4083 7A 2Y K�fsaP 1laborers EConcrete Dumper/chute Operator _� � $47 59 7A 2Y ' Kitsap �laborers �� _ �__ �m____._ __... - Concre[e Form SVipper _ _ ._._. ^ _m___ _�� 540 83 7A� 2Y .�� Kitsap I La6orers �ConQetePlacement � '� iKitsap ]Wborers €ConcreteSaw SM1759 mm 7A 2Y Opera[oNmre Driller $41 59 7A 2Y � 'KiCSap tLaborers u W Y � W �� €CrusherFeeder LL 53461 � 7A 2Y 0. � Kitsap � vlLab ....._.._......_ _ CuAng Laborer _...__ _ �. _ _. .... ....__ _ _ � 83 � 7A _ _ z .... __.........._._.___W_._._ � Kitsap ILa6orers Demolltion Wrecking @ Moving (ind Charred Material) $40 83 7A 2Y KiGSap 1Laborers EDitch Digger $40 83 7A 2Y Ki[sap Laborers �Dlver $4 11 7A 2Y Kitsap �Laborers EDrillOperator(hydreulic,diamond) $4159 7A 2Y 'Kitsap La6orers [Dry5[ackWalls $4083 7A 2Y � Ki[sap � llaborers......_ _ ....�._ � � _ _ ...... ._._._ _ _��Dump F�rson _ _ _ � _� � _ � _ 540 83 7A 2Y p �_ _ ..... Kitsap �Laborers �Epoxy7echnician $q083� 7A 2Y Ki[sap � I Laborers �Eroslon Convol Worker $40 83 � 7A 2Y Kitsap�� IlaborersW _ ._._._...._ W -�----�--_ _____ � � Fall & Bucker C hain Saw ...... _ _ _____W__. ___ "'"" �,y1 59 _ _ 7A _ __ rr _ ____W. .... _ _ _....., Ki[saD W �Wborers �FineGraders ._...__ _ __ _ ..... _ _ _ __..__� � $40 83 7A � 2Y ' �Kitsap �Labwers EFirewatch 53461 7A 2Y � jNltsap ILaborers €FwmSet[er $4083 IA 2Y Ki[sap ( Leborers Gabtan Baske[ Builders 540 83 7A 2Y Kitsap 3 Laborers Generallaborer $40 83 7A 2Y Kitsap I Laborers €Grade Checker & Transit Person yII 11 7A 2Y � Kitsap � ILaborers �� mm = _�_�___ __.....____m....._.. _... T Gr4Men _ � __ _ �� mm_ _._..� m___. ............ _ .... _. -.�� _ 'Kitsap ^ ILaborers EGrou[MachhreTender _ _ _ 54083 7A 2Y 'Kitsap Wborers� IGroutmen _ mm S4083 7A 2Y� _ ,.,,, � ,_,_ _ __ _ _ _� _ (��e)including Post 7ension Beams $41 59 7A 2Y � E Kitsap jLaborers W � � W 4 €Guardrall Erector � � � � � � �� - - W _ _ ......_ _........._..... _ _ ...... _ _ _ ___W_ ........._ __ �S'1083 v �7A �2Y Kltsap 1Laborers � ` W �� _ Mazardous Waste Worker (level A) �� LL _ � W � � � 542 11 7A _ _......Z _ .... _....._.. _ ' Kltsap 1La6orers EHazarOous Waste Worker ((evel B) W �� W v W W � � W W 547 59 7A � ZY W ""' --_- _ _...._, Ki[sap ]Laborers EHazardous Was[e Worker (level C) $40 83 7A 2Y Kitsap llaborers EHigh Scaler $�II 11 7A 2Y KitsaD ] Laborers Jackham � _ � $4159 7A 2Y KiWp Laborers [Laser6eamOperaror � ._._. �_ ' KitsaP __�. lµlaborers _ _._.......�. �� _._.._. � _ ____m___ ..... _... mm �_ _ �t 59 7A 2Y �� _ IMaintenance Perso _ $40 83 7A 2 Ki[sap F �Laborers �� Manhole Builder mudman $41 59 � 7A 2Y Kltsap ILaborers [Ma[erial Yard Person - � � ......_._ __ __.....__ _......_.._......._ _ __W_._ �54083 7A 2Y €_....._. Kitsap � �Laborers � _..._. ........_.._......._ _ ..... _ _......_.._..._.._.. NwtormanEfnky Lommodve ______W �. _ _.._._..._....__ �_ ` $41 59 �............ �A_ .... ._._. 2Y -- "... _ _ _.......�.. r ' �_ _ "�'- --- _ �-- 1 of 5 5/10/2013 3 17 PM https //fortress wa gov/lm/wagelookup/prvWagelookup aspx � 2 of 5 Kitsap laborers � t Kitsap Laborers Kitsap Laborers j Kitsap laborers +Ki[sap Laborers Kltsap � mm La6orers � � � Kitsap taborers �� KltsaP ...... ___ LaborersW Kitsap KItSaP __ _ Kitsap Kltsap Kitsap Ki[saP W KI[sap Kitsap Kitsap Kitsap — Kitsap � � Kitsap 'Ki[sap � Kitsap ......_mmmm. Kitsap _ Kitsap Kitsap KiGSap � , Kifsap � � Kitsap _� ._...... Kitsap K iGSap m _ Kitsap _ K itsap Kitrap Kitsap Kltsap i Nouleman (ca�crete Pump Green CutMr When Using Combination +Of Migh Preaure Alr @ water On Corcrete & Rock, SandbWst GuMte, aShotcrMe, WaterBla ! Pavement Breaker ; Pliot Car � Pipe Lay Lead � ..._..� _ _ _........ 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� i � � � O� � � � i � � � _ � L7 � a , S � ' 1 1 APPENDIX B 1 CON�TRUCTION FO1�:MS � 1 � 1 � 1 � 1 i 1 1 1 � � � � � � _ �� i � ' � � � � ' , � � ' � ' � , � � ' � 1 ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS <Project Title> <City Project Number> -<City Construction Contract Number> <CONTRACTOR>, hereby indicates agreement wrth, and acceptance of, the final Contract Payment of <$000,000>, the total Contract Pnce of <$000,000,000>, mcludmg Washmgton State sales and/or use taxes, and the final Contract Time of <�N Days>, as full and final compensation for all Work performed in connection with Contract Number <City Construction Contract Number>, and does hereby release the City of Bremerton from all cla�ns, liability, demands, damages and actions of any lcind whatsoever, ansing from performance of that Contract <CONTRACTOR> B Trtle Date Certificate of Notarv Subscnbed and sworn to before me this day of � _ � � � � � � � i � r� � � � r � � a Rev 01 Pnnted 2/21/2012 Paae 1 of 1 City of Bremerton Engineering Division , Daily Force Account Report Contractor: � ' 1 � ' , , � ' ' � , ' ' � ' ' , ' CITY OF BREMERTON REQU EST FOR I N FORMATION Log No. (Unique, Chronological) Project Title Contractor: Project No.: Contract Date: (For Contractor's Use) Date Sub�ect Information Description Contractor's Authorized Signature (For Owner's Use) Date Sub�ect Information Description Owner's Authorized Signature CITY OF BREMERTON Pro�ect Contractor Pro�ect No SHOP DRAWING SUBMITTAL Submittal No Date Resubmittal (Y/N) Prewous Submittal No -- To Be Com leted b the Contractor To Be Com leted b the Ci Speafication No Make Amend Item P/C Para / Dwg Copies Exceptions Correct�ons and Re�ected No ' Reference Descn t�on of Item Sub'm Taken Noted Resubmit Resubmit (') P Partial Submittal, C Complete Submittal Contractor, ini6al by either (a) or (b), to certify the followmg (a) We have verified that the matenal or eqwpment contained in this submittal meets all requirements specified or shown (no except�ons) (b) We have venfied that the matenal or equipment contained in th�s submittal meets all requirements specified or shown, except for the following deviations (list dewations) - - Contractors Authonzed Representative Review Remarks Corrections or comments made relaUve to submittals dunng this review do not relieve the contractor from compliance with the reqwrements of the drawmgs and specificaUons This check is only for rewew of general conformance with the design concept of the pro�ect and general compliance with the informaUon given in the contract documents The contractor is responsible for conflrming and correlatmg all quantities and dimensions, selectmg fabncation processes and techniques of construcUon, coordinating his work with that of other trades, and performmg his work m a safe and satisfactory manner Very truly yours, City of Bremerton Dept of Public Works and Utdities Pro�ect Engineer _ _ _ _ _ _ � _ � � _ � - � � � _ _ _ �J CITY OF BREMERTON ' WORK CHANGE DIRECTIVE (WCD) � WCD #: Date: , � , ' Project Name Project #: Contractor: Notice to Proceed Date: YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S) � ATTACHMENT(S) ' If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon wdl involve one or more of the following methods of determining the effect of the change(s) The Change Order wdl be executed in accordance with Section 1-04 4 of the WSDOT Standard Spec�ficaf►ons, or Article 10 of ' the General Conditions Method of determining change in Contract Price ' ❑ Unit Price ❑ Lump Sum , ❑ Time & Materials ❑ Other ' Estimated increase (decrease) in Contract Price ' $ If the change mvolves an increase, the estimated ' amount is not to be exceeded without further authorization L_.J RECOMMENDED Method of determ�nmg change in Contract Times ❑ Contractor's Records ❑ Engineer's Records ❑ Other Estimated increase (decrease) in Contract Times Substantial Completion 0 days, Ready for final payment 0 days, If the change involves an increase, the estimated times are not to be exceeded without further authonzation AUTHORIZED ' CONTRACTOR CITY OF BREMERTON ay � B I PAGE 1 OF 1 _ _ - � � � � � � � � � � _ _ � � � _ , �- . � � � A � � � � � � 0 � � � � � � � � � � � � O A � .._�_��..�..�_�� _ � _ � � � � � � _ _ � � x � a aa H w w a w ' 1 � 1 � ' ' , ' ' ' , ' ' ' �� ,� � �,�_�� , , �� ,�� Il .�i� 1�� 'f �=�� a� s, �j � li� I �� neMDr �� s �{� �% � i i ` Phinney Bay � �� ¢ � �� I �' ` ? 44 f � ^ �'- � ( CeN1er0� � -` „W.-18N.St _ � �---r-- _�� — ,81h 5� ,� __: �^;, 1 l� J a' �j� � I� � \�.kl �� 4\\3� 7 �F '� � .� n d - .�= T� 2013 SEWER REHABILITATION � ��7j�. � � �� _� �� i� � - f c_.. �. .�„ �, � � u � I 11�'YS SI � 3`-� �Y �NE Chayt St ( � mj1 I ( , ( a �(.� ��fNERqweBOi -� ��"_.. 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C6 KITSAP WAY STORM SEWER GENERAL NOTES• 1 ELEVATIONS ARE CITY OF BREMERTON DATUM, WHICH IS NATIONAL ADJUSTED VERTICAL DATUM 1988 (NAVD88) PLUS 112 35 FEET 2 STRUCTURE LOCATION AND PIPE LENGTHS AS SHOWN ON THE PLANS ARE BASED ON BEST AVAILABLE INFORMATION AND IS NOT BASED ON AN ACTUAL SURVEY CONFIRM THE LOCATION IN THE FIELD WITH THE OWNER PRIOR TO THE WORK 3 RIGHT OF WAY AND PROPERTY LINES ARE SHOWN APPROXIMATELY 4 THE CONTRACTOR IS FULLY RESPONSIBLE FOR FURNISHING AND INSTALLING TRAFFIC CONTROL DEVICES TO PERFORM THE WORK 5 THE CONTRACTOR IS RESPONSIBLE FOR BYPASSING AND MAINTAINING FLOW AS NEEDED TO PERFORM THE WORK ABBREVIATIONS CIPP CURE-IN-PLACE PIPE CP CONCRETE PIPE D STORM DRAIN IE INVERT ELEVATION MH MANHOLE PVC POLYVINYL CHLORIDE SS SANITARY SEINER STA STATION DESIGN BY WJD CHECKED BY NL WASH P E �F 34797 DATE 5/13 WASH P E # 30749 DATE 5/73 2073 SEWER REHABILITATION COVER SHEET a SHEET C1 � w � � � co � MH1, STA 0+00 RIM =261 4 ae a � IE=2508 � w START CIPP I e' ss , m a � V m 0 0 � �rr�. � �� WILBERT AVENUE NOTES 1 SIDE SEWERS ARE NOT SHOWN REFERENCE TABLE IN SECTION 7-17 3 FOR EST NUMBER OF SIDE SEWERS VERIFY THE LOCATION OF EACH LATERAL USING VIDEO INSPECTION PRIOR TO CIPP WORK 2 CONTRACTOR SHALL BYPASS AND STOP ALL FLOW AS REQUIRED TO PERFORM WORK 3 SEWER OUTAGE FOR INDIVIDUAL RESIDENCES SHALL NOT EXCEED 8 HOURS 4 CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND ALL TRAFFIC CONTROL TO PERFORM THE WORK �- w � � �� MH2, S� 4+ 5 S MH3, STA +20 MH4, STA 8+48 m m�'� � RIM = 241 7 ^ = RIM = 250 � `+ � ` RIM 2471 � � � IE=2327 � IE=2304 w / IE= 372 o� 6 / CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS 8 UTILITIES ENGINEERING DIVISION 0 � 2 DRAWN BY TH DESIGNED BY WD CHECKED BY NL DATE 5/13 PE # 34791 PE # 40749 1 md� = 50 feet DATE 5/13 DATE 5/13 � w � u � MH5, STA 11+72 � RIM = 2431 IE = 233 7 _ ' ENO CIPP � � 2013 SEWER REHABILITATION WILBERT AVENUE 6TH ST TO 11 TH ST SHEET C1 , ' � ' � � ' � ' � � , ' ' ' ' ' � 1 NOTES 1 SIDE SEWERS ARE NOT SHOWN REFERENCE TABLE IN SECTION 7-17 3 FOR EST NUMBER OF SIDE SEWERS VERIFY THE LOCATION OF EACH LATERAL USING VIDEO INSPECTION PRIOR TO CIPP WORK 2 CONTRACTOR SHALL BYPASS AND STOP ALL FLOW AS REQUIRED TO PERFORM WORK 3 SEWER OUTAGE FOR INDIVIDUAL RESIDENCES SHALL NOT EXCEED 8 HOURS 4 CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND ALL TRAFFIC CONTROL TO PERFORM THE WORK � CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS 8 UTILITIES ENGINEERING DIVISION 0 � 2 ' DRAWN BY TH DESIGNED BY WD CHECKED BY NL DATE 5/13 PE # 34791 PE # 30749 � �^� - � �� DATE 5/13 DATE 5/13 2013 SEWER REHABILITATION �LAFAYETTE AVENUE NORTH 11 TH ST TO 13TH ST SHEET C2 ' � ' � , , ' � 'I , � ' ' ' ,' � ' ' ' � � ' � ' � � ' ' � � ' ' ' � ' ' � ' ' � � , ' , , ' ' , ' , , �i ' ' ' ' � ' � a � � o 0 J m �m W _ U � CHESTNUT STREET - � � o ° 0 J m 2 �- 2711 �- � J � � _ ' U � 2�0� �+ 0-, 1052 Y CALLAHAN �os� � � �. � »04 0 0 m � � PoA/=3513 �M° � � STREET a�.t' vP MH2 STA 3+30 RIM = 338 8 IE+3280 END CIPP MH1 STA 0+00 RIM = 376 2 IE + 306 5 START CIPP DRIVE � C >>s� NOTES 1 SIDE SEWERS ARE NOT SHOWN REFERENCE TABLE IN SECTION 7-17 3 FOR EST NUMBER OF SIDE SEWERS VERIFY THE LOCATION OF EACH LATERAL USING VIDEO INSPECTION PRIOR TO CIPP WORK 2 CONTRACTOR SHALL BYPASS AND STOP ALL FLOW AS REQUIRED TO PERFORM WORK 3 SEWER OUTAGE FOR INDIVIDUAL RESIDENCES SHALL NOT EXCEED 8 HOURS 4 CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND ALL TRAFFIC CONTROL TO PERFORM THE WORK 1201 rREEr CITY OF BREMERTON 2013 SEWER REHABILITATION DEPARTMENT OF PUBLIC WORKS 8 UTILITIES ENGINEERING DIVISION 11TH ST - WARREN AVENUE TO ELIZABETH SHEET 0 � 2 DRAWNBY TH DESIGNEDBY WD CHECKEDBY NL AVENUE• SCHLEY BLVD C� DATE 5/13 PE # 34791 PE # 30749 � �^� - � �� DATE 5/13 DATE 5/13 � � ' 1 1 , ' ' � ' � ' , ' ' , ' ' ' ' I a 15' PVC �„ 3405 3317 3311 � W � � NOTE COORDINATE WITH TACO BELL RESTAURANT AS NEEDED TO PERFORM WORK �� OI 0 o �, p MH1, STA 0+00 RIM = 214 2 IE=2106 3400 CITY WILL REN MH CONE FOR CONTRACTOR \ MH3, STA 7+38 `RIM = 226 6 IE = 209 6 TYPE1 CB, STA 1+03 RIM = 274 8 IE=2098 3329 � � D � o ° � � 3330 MH4, STA 3+67 RIM=233 3 IE=204 4 MH LOCATED IN TACO BELL DRNE-THRU \ MH5, STA 4+�2 �RIM=2357 IE=2036 c, ENDCIPP � � MH LOCATED y IMMEDIATELY OUTSIDE � OF TACO BELL 1121 m 8' 921 925 927 931 935 33p3 >»� 3311 IE 234 AVE 8' WILBERT AVE 0 ....., oin ou NOTES 1 SIDE SEWERS ARE NOT SHOWN REFERENCE TABLE IN SECTION 7-17 3 FOR EST NUMBER OF SIDE SEWERS VERIFY THE LOCATION OF EACH LATERAL USING VIDEO INSPECTION PRIOR TO CIPP WORK 2 CONTRACTOR SHALL BYPASS AND STOP ALL FLOW AS REQUIRED TO PERFORM WORK 3 SEWER OUTAGE FOR INDIVIDUAL RESIDENCES SHALL NOT EXCEED 8 HOURS 4 CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND ALL TRAFFIC CONTROL TO PERFORM THE WORK t �„ � 3ao� 3338 �� CITY OF BREMERTON DEPARTMENT OP PUBLIC WORKS & UTILITIES ENGINEERING DIVISION 0 � 2 DRAWN BY TH DESIGNED 8Y WD CHECKED BY NL DATE 5/13 PE # 34791 PE #� 30749 � �� - � �� DATE 5/13 DATE 5/13 2013 SEWER REHABILITATION KITSAP WAY STORM SEWER SHEET C6