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Home My WebLink About5130 Project Name CITY OF BREMERTON Project #. 5336 (Crosstown Pipeline) WORK CHANGE DIRECTIVE (WCD) Contractor Stan Palmer Construction Notice to Proceed Date: 519!12 £ WCD #: 12 Date: 1/14/13 REV 2 YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S) Replace existing 30" ductile iron pipe (approximately 18 feet) from 90 degree bend to point, with new 30" AWWA C905 pipe The first 10 feet of existing DI pipe is encased with approximately 7 CY of concrete, which shall be removed Retain existing 30 -inch DI 90 degree bend Surface restoration shall be with 6" thick CSTC and 3" thick HMA Traffic control, pavement removal, excavation, demolition, disposal, haul, new pipe, connections, backfill, and HMA surface restoration shall all be paid at a lump sum cost to provide a complete, new, restored, functioning pipe section as described and show on the plan sheet ATTACHMENT(S) Plan sheet showing pipe modifications, photos of concrete encasement and pipe repair 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 $ 36.351.51 Substantial Completion 0 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 O B "� R / EM t ER \J TO � N �,/�� !y ~~ By PAGE 1 OF 1 Contract Number 5130 Vendor STAN PALMER CONSTRUCTION, INC Subject Crosstown Pipeline Upper Reach Repair Department Engineering File Class- LEG 12 -1 Begin Date 5/2/2012 End Date 10/29/2012 Review Date- 10/1/2012 Vault Date 2014 Comments CO #1 2/11/13 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO PROJECT NAME Crosstown Pipeline Upper Reach Repair PROJECT NO 5336 CONTRACTOR Stan Palmer Construction ORIGINAL CONTRACT AMOUNT 2,356,617 83 DAYS 180 PREVIOUSLY APPROVED CHANGES 000 DAYS 0 THIS CHANGE 18,932 24 DAYS 0 REVISED CONTRACT AMOUNT 2,375,550 07 DAYS 0 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 o CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION °' °—' ($) ($) (DAYS) X WCD #12 Remove existing 30" DI pipe at 10 /Rainier and 12,433 00 0 replace with 30" AWWA C905 (Est amt by Contractor to perform WCD #12 = $36,35151, Est amt remaining in contract = $23,918 51, Difference = $12,433 00 = Contractual increase required for WCD #12) X Contingency due to potential differing site conditions 5,000 NET CHANGE IN CONTRACT AMOUNT 17,433 00 INCREASE OR (DECREASE) ESTIMATED SALES TAX AT 8 6% 1,49924 TOTAL INCLUDING SALES TAX 18,932 24 0 CONTRACT CHANGE ORDER NO PROJECT NAME Crosstown Pipeline Upper Reach Repair 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 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 provisions 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 Approved DATE PROJECT MANAGER Recommende DATE CITY ENGIN ER Council action is required as project cost will exceed approved budget ❑ Yes )a No Council action is required as change exceeds Mayors authority per BMC 2 76 110 ❑ Yes OF No Recommended DATE - S DIRECTOR OF PUBLtCWORKS AND UTILITIES Recommen d DATE 3 MAYOR Approved DATE APPROVED AS TO FORM: EST: Bremerton 6ty Attorney City Clerk Page 2 of 2 'N,— INSTALL 30' DI soL-ir SLEEVE AT JOINT 10TH ST n i s I11 ------- - -- --- ------- E E It I t 1 III / I i Iii j ..L H 1---------- ....._......_.,.�— — . ___.,_._ — --- _...----- _ - - -.. _ -- ----------- - - - - -- ------ - - - - -- -- - - - - -- Z i7yin- ------- - ____ > j u r - - -- -- t - - - - -- -- - - - - -C EXISTING CONCRETE i – – € - REMOVE SINGLE STICK OF EX THRUST BOCK t i 30' III PIPE <18 FEET' AND 4' DRAIN PIPE 1 REPLACE WITH 30' AWWA C905 PV(_ ' € RETAIN AND TO UP CND ! � 1 WITH PROTECTO 401 HR RAVEN f i LINING RETAIN EX 30' DI 90 DEG BEND € TOUGH UP BARE SPOTS WITH PROTECT❑ 401 OR RAVEN LINING ENCASEMENT EXISTING CONCRETE �-_ ENCASEMENT AROUND 30` DI PIPE CONCRETE DIMENSIONS I 1 10' L X 5` W (APPROX 7 CY) I i f f NOTES € i 1 THIS WORK SHALL BE PERFORMED UNDER WORK CHANGE f E DIRECTIVE #12 SCOPE INCLUDES REMOVAL OF SINGLE I ! C -- -- -- ---- -- - - - -17 STICK OF 30" DI PIPE AND REPLACEMENT WITH 30" – ' AWWA C905 PVC PIPE, AS SHOWN ON THIS SHEET AND - - - - -- _________ -;, I AS DESCRIBED IN THE WORK CHANGE DIRECTIVE --- _--- �_ - - - -_ EX 30` JI PIPE 2. CITY WILL PERFORM SMOKE TEST OF 30" DI SEWER AT 1 t JOINT UPON REMOVAL OF EX 30" DI PIPE THE CONTRACTOR SHALL SHORE THE TRENCH AND ALLOW CITY ! N STAFF IN TRENCH TO PERFORM TEST f 1 t � i I f f ( I ! f € E i 1 € i E (r - - - - -- * - - - -- r \\ \-- 24' VERTICAL ACCESS PORT L1�- _____t - ----- ACCESS FLANGED LID THROUGH MANHOLE c===== _ PLAN FOR REPLACEMENT OF EXISTING 30 DI SEWER PIPE AT 10TH AND RAINIER SCALE 1" = 20' (FOR 11" X 17 ") W Q l K I P� JOHN •�— �� V REVISIONS 0 1. r FELL BOOK i No CITY OF BREMERTON CROSSTOWN PIPELINE UPPER REACH REPAIR SHEET oESaeiPnO �� BY DEPARTMENT OF PUBLIC WORKS & UTILITIES NO 1 O A T y ENGINEERING DIVISION 30" SEWER (WAIN REPAIR AT 10TH AND RAINIER � � & SCALE �mm DRAWENC h0 DRAWN BY MID DESIGN BY WJD CHECKED BY NL ' WCD �1 i � - OF 1 I } x f HORR NOTED VERT NOTED DATE i /iJ WASH P E 14741 DATE ijtJ WASH P E S 30749 DATE 1113 I STAN PALMER CONSTRUCTION, INC EXTRA WORK COSTING X ACCT NO IX519 PROJECT BREMERTON CROSSTOWN PIPE LINE COST DATE 1 12/18/2012 NAME WCD 12 10th /Rainer PERFORM DATE Work Change Directive for 30" DI replacement for 10th and Rainer Total cost below is with Option 2 paving, if Option 1 is erferred deduct $1,077 91 .................................................................................... ............................... ITEM DESCRIPTION HOURS HOURLY EXTENDED NO RATE COST$ ................................................. ............................... ................. .................. LABOR 1 Excavator Bull Prick 1000 6371 63710 2 2 Laborers Demo 2000 5216 104320 3 Operator Remove PipeBolts 500 6371 31855 4 2 Laborers Remove Pipe /Bolts 1000 5216 521 60 5 Operator Pipe/Fitting Install : 1000 6371 63710 6 2 Laborers Pipe /Fitting Install 2000 5216 104320 7 Excavator Excavation_Bac it : Soo 1 6371 31855 8 2 Laborers Excavation /Backfill 1000 5216 521 60 9 Operator _ Restoration ° 1200 6371 76452 10 2 Laborers Restoration 2400 5261 126264 11 Truck Driver j' ' Import/Ezport 2200 2692 59224 12 TCS 4000 4343 173720 13 Laborer o Sawcut v 400 5216 20864 14 Mob /Demob 1600 1 2692 1 45072 21 000 - - - - -- - - -- - - -- - - - - - -- -- --- - - -- - - -- - - - -- - -- TOTAL LABOR 1003686 MARKUP 29% 291069 EQUIPMENT 22 14 -501 '-Hitachi - EXCAVATOR ZAXIS 20DLC 3000 8821 264630 23 10 -354 Caterpillar BACKHOE 420D 1000 4064 40640 24 01 -062 KENWORTH )UMP TRUCf TWO DUMP TRUC 2200 8662 150564 25 02 -062 TURDYWELE TRAILER AXLE PUP TRAILEF 2000 1475 29500 26 Rent Bull Prick 100 131000 151000 27 06 -001 CHEVY 06 TK LT ALVERADO WHITE ( 4000 21 01 84040 28 01 -061 1 PETERBILT I TRACTOR 18 LOWBOY TRACTCI 16001 77451 123920 29 02 043 1 TRAIL KING TRAILER LOWBOY TRAILER 1600 1816 1 29056 30 46 -152 PVALK BEHIN SAW , CONCRETE SAW 400 9051 3620 31 Rental Double Drum I Roller I #N/A 1 00 1 25000 1 250 00 --- ----- ------- - - - - -- - - - - - -- -- ----------- - - - - -- -- - - --- - -- -- -- --------- - - - - -- -- -- -- - ----- --- TOTAL EQUIPMENT 921970 MARKUP 21% 193614 MATERIALS & SUPPLIES 39 Select Import 180 00 500 90000 40 Dirt Export _ 15000 350 52500 41 CSTC 2000 850 17000 42 HMA 1500 7500 112500 43 Pipe and Fittings 100 690242 690242 44 Shoring 1 00 50000 ' 90000 - -- ----- -- --- - - - - -- ---- - - - - -- -- ---- --- -- -- - -- -- TOTAL MATERIALS & SUPPLIES 1012242 MARKUP 21 % 212571 USE TAX @ 8 6% SUBS /SERVICES 54 -000 55 000 56 000 COSTS ARE ONLY FOR DIRECTLY AFFECTE SUBS MARK -UPS @ 12% 000 WORK PRICED ABOVE RIGHT RESERVED TO - ------ - - - - -- - - - -- SUBMIT COSTS FOR DELAY AFFECTS, IMPACT SUBTOTAL SUBS /SERVICES = 000 AND DISRUPTIONS NOT KNOWN AT THIS TIME SALES TAX EXTRA IF APPLICABLE -- - - - - -- - - - ----- - - - - -- - - -- - ------- - - - - -- - -- EXTRA TIME REQUIRED= DAYS TOTAL COSTS = $ 36,351 51 Contract Number Vendor: r Sub�ect Department File Class• Begin Date. End Date Review Date Vault Date• Comments• 5130 STAN PALMER CONSTRUCTION, INC. Crosstown Pipeline Upper Reach Repair Engineering LEG 12-1 5/2/2012 10/29/2012 10/1/2012 2014 s � ' 1 ' ' � ' ' ' � 1 ' ' ' ' , 1 . �;.�, •- y C '� - 1 �r r' ,(� � '�� ,�G�.� � , � � "`� ;. r ,,� �� :.�� _ .� � � �: .: ° � �� 3 pages tota{ The fiollowing shaU mod�fy the Coniract C}ocumet�ts and the v,rork shalf be accom}al�shed �n accord�r�ce wEth such mod�ficat�r�ns It is reqi�ested fhat this ac!�lendu�x� be stapled to #he 8i� Dacurnents lMPORTAPJT: TNIS P-�QaENDUM SHUULD BE �C;KNQVV��"LEDGED IN YQUR BfD FOF�MS Wt-E�N YC)UR BID 1S SUBMI`TTED �AILURE TC} A�KNOWI�DGE Th� AD#�ENDUM MAY CC7NSTl�'t,l T� GRt�Utl�OS �'OR FiEJECTION t�� Tt-{E BfD �onfen#s 7his Addendum No � conta�ns r�v�sions to the S�aec�f�cat�ans andlor ti�e Contract Drawings Revts�otl5 to the SpGCtf�c�$�otts �re m�de b}r r�is�uing ent�re sec#�ons, reE�suing sp�c=fic pag�s of �ect�or+s, t�R by d�rect�ng a cha+�ge rr� wr�t�ng, h�reon Whan a paragraph or s�nten�e �� rr�c�drf�ed 3CICiltff)1'1S ��@ Ef1t3lGc"ItBfij 1�!l�Fl EJ�7I�'�E.'k� e�1'lC) CI�IC}�iC?ilS e3F2 itiCliC�t�CJ W1trl StfEI��tI7fQUC�Jr1 ��X� t�Gv�s�c�ns to the Dr�vvfngs �re n��de by r�-�ss�nng s dr�w�ng dS5C11(1� � f�V1SIt'�fi �O c� S(3�C{fiC CJ'�'��tl fram a drawir��, 4R by cl�rec#�ng a ch�nge �n �vr�t�nc�, h�re�i� f3sdders �re e��tt�on�a to check the �addertium contents carefGtlf� fc�= th�: }aresence �# ali i�stec rLv�;�c�r�s f�istribu#ion Th3s Addendurn fi�ra 1 i� di�trrb��tA�i tc� �!� pr�nho4��rs of rcuord In#�grati�rn Th� followrng ch�r�g�s �dci�t�c�ns, d�1�tEO;ts and �=�tach�n�nt a�e h�reby macf� a� part �f the Carifract Doci�rnents for �ros�tow�i P�el�n� Upper Reach f;eqair, �s fa�lly and ccam�i��1y as ifi t�rc� sar �+�:re sct forth there4n �lcknflwtedgernenfi afi Receipt of Addendum t�i! �rr�s�ectiv� b��c�iers are �nstructed �o �nct�rp�rat� fh�s revisian �nko their bids �nd to cot�ple#e the acknowle?�c�en�eiit c�f r�ce��t of �ddIInda an #h� B�i Proppsal �aiiure to do sa r�ay r�suit �n th� B►c! kae�, r��ect��.i �s no2 i�spr�r�sav� � ?: rfy �rs 13rer 2eeton Mrc�s2o�n 1'r�elfn� U,,�par F�eact� Ref.a,r CITY OF BREMERTC3N AQDENDUM NO 'i ` TC) CC)NTRACT DiJCUMEPs1TS for CROSSTtJ�tYN PIPEUNE UPPEF� REACH REPAIR h Issued March 29, 2012 P�r�e t of � F�;�s,cf� 3t3?�, 4cJt, � t � Revisions ta Contract Saecifications Item #: 1 Section; Part I, B�dder Checkhst, pg 1-� Description: Delete the first sentence under the heading 'BID FORMS' which states " Bid forms have been pnnted on blue sheets and shall be submitted with the bid " Add the foilowmg sentence "Aii forms in the section titied BIQ FORMS {pages BF-1 to BF-18) shaA be fil(ed out and submitted with the b�d ° Item #: 2 Section: Part I!I {Specia! Provisions), Secbon 1-07 23(1}B Description: Delete the finai paragraph in this section Modify the third to last paragraph as foilows 'The Contractor shali excavate carefully in these areas to mirnmize disrupt�on to the s�gnal condu�t and actuator loops The condu►t and loops shall be restored to pre- construction conditions Where actuator loops are dlsturbed and must be replac,ed, new loops wiil be supplied by the Qwner for installation by the Contractor. Ai! costs to work in the signalized mtersections, protect condu�t and loops, and restore them to�re-construction conditians shail be cons►dered �nc�dental to ail other work m this contract " Item #: 3 Section: Part Iil (Speaal Provisions), Sect�on 1-08 0(2)A Descrlption: Delete the first sentence and replace w�th the followmg "Work from the hours 8 p m to 5 a m(night work) is not pe►mitted under any circumstances except as follows Cut-in crass fitting and valves at Station 31+43 as described m Section 7-17 3(2)" item #: 4 5ectlon; Part ii! (Special Provisions), Section 2-02 3(4) Descrlption: Delete the table �n this section and repface with the fo(lowing table STATION PAVEMENT STREET EXISTING MATERiAL PAVEMENT DEPTH 0+87 to 2+90 PCC Montgomery Avenue 8" 2+gQ to g+40 Asphait Montgomery Avenue 4" 9+50 to 24+60 Va�ies 11"' Street - 6" of PCC averlayed with 4" to 6" of - PCC overiayed with asphalt asphalt, � - As halt - 10" to 92° of asphalt 2d+60 to 31+43 Rsphalt tdaval Avenue 6" " PCC = Portiand Cement Concrete C�ty of Bremerlon Page 2 pf 3 Crosstown Prpet�ne Upper Reach Repa�r March 2012 Addendum # 1 ' ' t ' �� 1 � r � �� 1 IJ ' ' ' ' , ' t ' ' ' ' ' Item #• 5 Section: Part III (Speaai Provis�ons), Sect►an 7-17 3(1) Description: Add the fallow�ng sentence ta the fifth paragreph "The air relief vaive shali have a 2- inch iniet GA Indusiries Model 925 or simdar long-body air relief vaive " Item #: 6 Section Part !II (Speciai Provisions}, Sect�on 7-21 3(2)C, item 1 Description: Mod�y th�s paragraph as foilows "The firnshed lirnng shaii be contmuous over the entire length of an mstallation run and be free of visua! defects, mcluding but not hmited to, fore�gn mclusions, cracks, dry spots or unsaturated layers, pinholes, �akles biisters, bulges, soft spots, and de- lam�nation The linmg shail be imperv�ous and free of any (eakage from the p�pe to the surrounding ground or from the ground to the mside the Imed pipe It these condit�ons are present, the affected po�tions of CtPP wdl be removed and repfaced with an equivalent repau equal to the product instalied A wrinkle allowance of 3°� of the pipe diameter is permitted." ' City of Sremerton Crosstown PipeAne Upper Reach Raparr Page 3 of 3 hfarch 20 t 2 Addendum # 1 1 1 ' , � � ' ' , � ' ' , , ' ' ' , ' ' ENGtNEER'S CERTIFICATE The technical m�terial and data contained m fihese Specifiications for the C�ty of 8remerton project titled Crosstowtn Pipeline Upp�er Reach Repair, were prepared under the supervision and direction of the undersigned, whose seal, as a professionai engineer licensed ta praetice as such, rs a�xed belaw Prepared by: CiWil Engmeer II Revaewed by � , P.E Er�gineer - Utili#ies , ' ' THIS PAGE LEFT INTENTIONALLY BLANK � ' ' ' ' , � ' _ � 8 0 1 1 1 1 ` 1 1 1 1 ' e 1 � 1 � ' ' 1 NOTICE INVITING BIDS for Crosstown Pipeline Upper Reach Repair RECEIPT OF BIDS: Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6� Street, Bremerton, Washington 98337 untd 2 00 p m PST as shown on the wall clock mside the City Clerk's office on April 2, 2012 for the pro�ect Crosstown Pipeline Upper Reach Repair. 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 April 2, 2012 in the office of the City Clerk at 345 6' Street, Bremerton, Washington 98337 COMPLETION OF WORK: The WORK must be completed within 180 calendar davs after the commencement date stated in the Notice to Proceed NOTE: DUE TO THE NEED TO WORK DURING DRY WEATHER AND THE SIGNIFICANT IMPACT TO THE PUBLIC FROM THIS PROJECT, COMPLETING THIS CONTRACT ON SCHEDULE IS CRITICAL. THE CITY SHALL SEEK LIQUIDATED DAMAGES IF THE CONTRACT IS NOT COMPLETED WITHIN THE CONTRACTUAL TIME PERIOD. CONTRACTORS ARE ENCOURAGED TO EXPEDITE THE SCHEDULE TO THE GREATEST EXTENT POSSIBLE. DESCRIPTION OF WORK: The WORK to be completed under this Contract generally ' consists of installing approximately 2400 feet of 36-inch diameter high-density polyethylene (HDPE) sewer main, rehabilitating 880 feet of 30-inch ductile iron sewer main with cure-in- place pipe (CIPP) technology, installing 700 feet of 18 inch sewer pipe, installing a new ' HDPE surge chamber, traffic control, surFace restoration and all other work as identified in the Contract Documents ' ' � PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www e-arc com) Go to http //www e-arc com/locations/219, click on the 'Public Planroom' tab and scroll down to find the pro�ect PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered from ARC 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 bidservicesCa�e-arc com ' PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents Sealed envelopes contairnng bids shall be entitled Crosstown Pipeline Upper Reach Repair ' ' I� BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in 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 withm the time stated in 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, which will include a walk-through of the pro�ect site The obJective of the pre-bid conference is to acquaint prospective bidders with the work and the conditions of the site The pre-bid conference is scheduled for Tuesday, March 27, at 9 00 a m at the following address 1133 Naval Avenue, Bremerton, WA 98312 Prosaective bidders are hiahlv encouraQed to atfend the are-bid conference. PROJECT COMMUNICATION All communications related to the pro�ect shall be directed to the City prior to opening of Bids Commurncation bv qhone/fax Bdl Davis, P E Telephone (360) 473-2312 Fax (360) 473-5398 E-mail William davis@ci bremerton wa us Communication by mad 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 wdl 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 against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award END OF NOTICE INVITING BIDS FOR CROSSTOWN PIPELINE UPPER REACH REPAIR � e ' � � � , ' � ' ' � � ' � 1 � , ' CROSSTOWN PIPELINE UPPER REACH REPAIR 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 —18 CONTRACT FORMS CF —1 to CF — 12 � PART II — WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS PART III — SPECIAL PROVISIONS Division 1 — General Requirements Div�sion 2 — Earthwork Division 3— Aggregate Production and Acceptance Division 4 — Bases Division 5— SurFace Treatment and Pavements Div�sion 7— Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits Division 8 — Miscellaneous Construction Division 9 — Materials APPENDICES SP-1 SP-58 SP-67 SP — 68 SP-69 SP-71 SP —105 SP — 112 A— Kitsap County Prevailing Wage Rates B — Construction Forms C— City of Bremerton Erosion and Sedimentation Control Standard Details D— Technical Information for Concrete Cylinder Pipe � THIS PAGE LEFT INTENTIONALLY BLANK ' , ' ' � � ' -�- - - - - --- ---- ---- ' ' ' ' ' ' , ' ' ' ' 0 PART I BIDDING REQUIREMENTS AND CONTRACT FORIVIS THIS PAGE LEFT INTENTIONALLY BLANK � ' BIDDER CHECKLIST , This section lists the contract forms required for this proJect The bidder's attention is especially directed to the bid forms that must be executed in full as required and submitted with the bid � � ' ' L � ' 1� � BID FORMS Bid forms have been annted on blue sheets and shall be submitted with the bid All forms in this section must be executed and submitted to the City with your bid, not later than the designated bid ciosmg date and time Bids that do not include all of the forms, properly completed, may be declared unresponsive a Acknowledgement of Bid and Addenda b Bid Certificate c Bid Proposal � d Bid Bond This form to be executed by the b�dder and the surety company unless bid ►s accompan►ed by a certified check The amount of th►s check or bond shal/ be not less than 5% (five percent) of the total amount bid and may be shown ►n dollars or on a percentage basis ) e Contractor's Registration f List of Subcontractors g Information Required of Bidder h Non-Collusion Affidavit i Certification by Proposed Contractor Regarding Equal Employment Opportunities � Certification of Non-Segregated Facdities , DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed and submitted to the City after the contract is awarded by the Bremerton City Councd These forms follow the contract forms in Part 1 Unless noted , otherwise, these must be submitted with�n thirty (30) calendar days after the date of Notice of Award of Contract ' ' 1 ' 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 ' Ciry of Bremerton I- : Crosstown P�pel�ne Upper Reach Repa�r March 2012 DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT a Statement of Intent to Pay Prevading Wages - Note Ceifified Payroll shall be submitted 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 Crty of Biemerton �_ , Crosstown Pipel►ne Upper Reach Repair March 2012 � � � ' r r � � ' � ' , � � � ' � � B1D Ft3RMS ACKNUWLEDGEMENT OF BID AND ADDENDA : • • CiTY OF BREMERTON {WASHfNGTOT*1) PUBLIC W�RKS AND UT1LITtES ENGINEERING DIVISION 1 The undersigned Sidder proposes and agrees, if th�s Bid is accepted, ta enter into an CONTRACT v�nth the OWNER in the form included in the Contract Documents to perform the WORK as specfied or indicated m said Contract Documents entitied "Crosstown Pipeline Upper Reach Repa�r ° 2 B�dder accepts all of the tenns and +cflnd�t�ons of the Cantract Dacuments, including without lim�ta�on those �n the No�ce Inv��ng Bids and instructron to B�dders, dealing wiitt� the dispas�t+on of Bid Secunty 3 This Bid �nnli remam open for the penod stated in the "Notice Invibng Bids" unfess otherv�nse required by law Bidder wdl enter into a CONTRACT withm the time and in the manner reqwred m the "Natice Invit�ng 8�ds" and the "Instrucfions to B�dders," and wdl fumish the �nsurance certrficates, Payment Bond, and Performance Bond required by the Contract Documents 4 B�dder has examined copies of ali the Contract Documents includ�ng the faitow�ng addenda (rece�pt of all of which is hereby acknowiedged) Number Date March 29, 2092 Failure to acknowfedge addenda shall render the bid non-responsrve and sh�ii be cause for �ts re�ect�on 5 Bidder has famdianzed itseif with the nature and extent of the Contract Documents, WORK, site, loca6ty where the WORK is to be perFormed, the legal requirements {federal, state and local laws, ordinances, rules, and regufat�ons}, and the cond�tions affecting cost, pragress or perfarmance of the WORK and has made such independent invest�gat�ans as Bidder deems necessary Ta all the foregoing, and includtng ali Bid Farms contained m this Bid, said Bidder further agrees to complete the WORK reguired under the Contract Documents �nnthm the Contract Trme stipulated m said Contract Documents, and to accept in full payment therefore the Contract Pnce based on the Totai Bid Pnce(sj named in the aforementionecf B�d Forms Dated Apnl 2, 2012 By (,tty �f Bremrrton CrossrowrJ Prpafrne Upper Reaeh Reparr B�dder Stan Palmer Canstructron, Inc � Thomas Abplanaip, Sr v�ce-Pres�dent Lfarch �nrz &F-1 � BID CERTIFICATE (+f Coraaration) STATE OF Washmgton COUNTY OF K�tsap ) } SS ) I NEREBY GERTIFY that a meetmg of the Baard of Directors of the Stan Palmer Construct�an, Inc a carporat��n ex�sting under the laws of the State of Washmgton , held on November 29, 2010 ,� t}ye foUow�ng resolut�on was duly passec! and adopted "RESOIVED, that Thomas Abplanalp , as Sr V�ce- Presldent of the Corporation, be and is hereby authonzed to execute the Bid dated AP�� 2 , 2012, to the City of Bremerton by this corporation and that his execution thereof, attested by #he Secretary of the Corporat�on, and with the Corporate Seal affixed, sha!! be the officral act and deed of thas Corporat�on " I further cert�fy that said resalution is now �n full force and effect EN WITNESS WHEREOF, I have hereuntb set my hand and affixed the offcial seal of the corporation this �nd , day of AP�+� 2012 r ,��' } ,�, d� � ,�._--� �.__�.. �� .a ,-' Secretary Sandra Tappa � (SEA�} Cetv oj l3remerton Mareh 2012 Crosstown P�pekne Upper Reach Repu�r BF-2 r i � ' � , ' ' ' , 1 � ' ' ' ' ' , t CORPORATE RESOLUTIQN � � � � � � � � WFiEREAS a meeting was held on November 29, 2010 WHEREAS, a resotutwn was �ntrodticed by President Stan B Paimer that any ONE of the foilowing ind�viduats hlame Stan B Palmer Thomas M Abplanalp Todd Fiaga Carla M PatrsZer Staniey B Paimer Jr Page Abpianalp Office S�gnature Pres�dent See Below Senior V�ce Pres�dent /''� ,.�--- Vice Pres�dent V�ce Pres�denUi'reasurer See Be v+ V�ce Pres�dent S .C-�"�J �/. V�ce Presldent ��s ;J� C d,�'� U � � each of these authoriaed s�gnatures �s as above set forth, be and hereby is authorized, for and on behaif of and in the same ot th�s Corporation to "execute att deeds, bonds, bids, contracts, mortgages and other obiigat�ons and mstruments" as set forth by d�e Bylaws of STAtJ PALMER CONSTRUGTIQN, INC NOW THEREFORE, om m�tion duly made, seconded and unan�mousiy carned it �s hereby resotved thak Stan 8 Palmer, President, Thomas M Abplanalp, Semor V�ce President, Todd Haga, Vrce President, Caria M Palmer, Vice PresidenUTreasurer, Stanley B Palmer Jr , Vice Pres;dent, and Pa��e Abplanaip V�r,z President be author�zed, for and on behaif oi and m the name of th�s Corparatian to ' execute aN deeds bands, bids, contracts, mortgages and other obligaUons and instruments" as set forth by the Bylaws of STAN PALMER GONSTRUCTfON, INC Sandra Tappan shali be auti�or�zed fo� and on behatf of �nd m the name af the Corporat�nri to execute only thqse documents which require She signature of the Secretary ot Che Corporation in add+tion Eo the s9gna#ure o€ another Offi�ar of khe Corporaf�ora " Dated thES 23th day of November 2010 ,,.� ,___ THlS PAGE LEFT INTEPITIONALI.Y BLANK C:ry af Bremerran Crpsstown P�pehne Upper Reach Repetrr Marrh 1012 BF-6 , r r �r � � � � r � � � r � � � � � � � . -.-. Crosstown Pipeline Upper Reach Repair (4 pages) Form Instructions Wnte out the un►t price and extensron in doliars and cents usmg numerais Tax Note Rule 170 applies to this pro�ect Sales tax shail not be mcluded in the mdividuai ur�it pnces Bid Spec Descnption Est. Qty Un�t Umt Pr�ce Total Item Section 1-04 4{1) 1 and 1-09 6 Minor Chan es and Force Account ` 1 �S $200,000 OQ $200,Q�0 00 2 1-07 15 1 SPCC Pfan 1 LS �p Z � 5CC7 �'" �t Z � �"aG� `"- 3 1-09 6 MabtlaaUon 1 LS '� � � 1 ��' �� d �� , �� I1, C1G'C} �� ,&- �� CJ(�0 �rt� 4 1-10 Pro ect Tem ora Traffic Contral 1 LS " 5 1-10 Trafflc Control Su erv�sor 9 LS �' � 1) ��r �� `�` G� �� -� �� Portable Changeabte Message Sign �- � r�� y�. �� Gl7 6 1-10 PCMS 1000 HRS -'' � c� 7 2-02 Removin As halt Pavement 1900 SY �� t �� 8 2-02 Remown Cement Concrete Pavement 2000 SY � � � � � �" � � � � Removing Concrete Sidewalks, Dnveways, �� pt� � f � 9 2-02 and Ram s 49 SY 7 ,r� �" cs� � �(�} c� 10 2-02 Remavin Curb and Gutter 60 LF . � � �� 11 2-09 Shorin or Extra Excavation Class B 3p 000 SF �`'� � J� � t°tty uf B� zmertwr Mr,rck 201 ? Crosstoti��n Papelir�e CTpper REarfi tte��n+r BF-1 Bid Spec pescript�on Est Qty Unit Unit Price Tota) item Section 12 4-04 Crushed Surfacin To Course 1200 TON � �.� �J � �" � -� �� 13 5-04 Hot Mix As halt 1550 TON �� '�� Temporary Pavement Patchmg (Coid Mix � � �a c� �° �� '�7 �`-' 14 5-04 As hait 150 TON `� ,�, `�' :� 1 � (P �� °y 15 5-05 Planin Bituminous Pavement 3900 SY � Storm Sewer Fipe, ASTM Q3034, SRR 26, ,� �� ; ,�, 2„ � 2,'� L� 16 7-04 12-inch 34 lF Storm Sewer Pipe ASTM D3034, SQR 26, ��G`� G� ,,� f�., � �`j ��` 17 7-Q4 8-inch 145 LF '" � � 18 7-05 Ad ust Existin Structure to Grade 10 EA -� �� '..� � 2 , C�teCJ `�� .� �jC1 °� 1 � � �, � , Gv 19 7-05 Remove Exis#in Structure 4 EA � �i OT7 ( � L 20 7-08 Im orted Trench Backfdl 700 CY `� �� j�� pZ� crv 21 7-08 Foundatian Matenal 200 CY ��' �t �' ,G�'�'(� _ ._,_ 22 7-08 Contralied Densit Fill 200 CY t � �� . L � ��i �� 23 7-08 3 5 UUfit Excavation Pothalm 15 E,4 $350 00 $5 250 QO 4� �� 24 7-09 6-Inch Water Main Relocation at Sta 15+38 1 LS ��+�� l `� � i�� ~ ,�' `��`� 3�2,2��L�v 25 7-09 Remove and Restore 8-�nch Water Main 24 LF � � � � ,� �� Z �� 26 7-09 Remove and itestare 6-inch Water Main 48 LF C ity c,f BrernertUt� hfa�ch ?DJ? �'rostrow�t Pil�eltrre Upper Rrueh Xzt�rr Bh�� i � � � � r r � � � r � �r �r r� � � w� r � r■� �r w■� Bid Spec Qescriptian Est. Qty Un�t Umt Pnce Total Item Sect�on Exist�ng Water Valve Concrete Thrust � G�� ,� �� v 27 7-09 Restraink 4 EA / `� ��' ��i t7� � �� 28 7-12 Gate Valve, 36-inch 1 EA l � 1 29 7-12 Gate Vaive, 30-inch 3 EA �� 6 �` �� t Q �� 4� . L�. p L�L�v ° -° 30 7-12 Gate Valve, 24inct� 2 EA ��` � � �' � �J`� �G'fd �v 31 7-12 Gate Valve, 18-mch 3 EA i�? �� '' 32 7-12 Gate Vaive 12-mch 5 EA � Z) �� i�� 33 7-12 Gate Vaive, 8-��ch 1 EA � � � '`�� i � � ` �� (t� ) D(� Uv 34 7-12 Gate Valve, 6-inch 1 EA �� 1�� ° � 1 / � 35 7-17 36-mch Sewer Pi e, HDRE 2,337 LF �� '�� Cp ✓�� ' 36 7-17 9 8-inch Sewer P� e, AWWA C905 692 LF '� � f�� )�� 37 7-17 12-mch Sewer Pi e, AWWA C900 44 LF �� 38 7-17 18-inch Tem ora B ass S stem 1 LS `� �� ` ��/'�� 39 7-17 Cross Fitt�n at Station 31 +43 1 LS ��i 1�� F �� i J�` G� 40 7-17 Cross Fittin at Station 3+08 1 LS � i��'� `� �� 41 7-17 Hot-ta for 12-inch AWWA C900 Pi e 1 LS �� I� '� `� � i�� L � Gr[y uf B��m�rtnrr A�arclr ?Ul.' Crosstn�vrr T'ipeGne ilpper Reach Repertr BF 9 B�d Spec pescription Est. Qty Unrt Und Pnce Total Item Section �� n � �� : 42 7-17 Cut-in W e Fitttn at Station 24+60 1 LS � ��`� �� q � �,r�i 43 7-'18 S�de Sewer Reali nment and Restaration 15Q LF �"' `�� V �� CIPP Pre-Installation Clean�ng and -,� � � c�� `� �' �j �„� �- r' 44 7-20 Ins ecuon 86fi LF ' CIPP Furrnsh and Install far 30-�nch $�6 LF �� f r �"j �� 45 7-21 Diameter Pi e 46 7-22 Sur e Chamber ModificaUons 1 �S `� � � �1 �� `� l � �; ��a . �� Temporary Erosion and Sedimentat�on �' ?�� 7 ��j� �)� � 47 8-01 Controi 1 LS 48 8-04 Curb and Gutter 300 L.F � I�' � �� l � Cement Concrete S�dewalks, Driveways, .� LL �?, � ,�j � � � (? '�-, � 49 5-06 and Ram s 49 SY 1"� `r� 50 8-09 Raissd Pavement Marker 7 e 1 6 Per 100 �� ' G � ° � f �`" �� `�� 51 8-09 Raised Pavement Marker T e 2 2 Per 10Q �� "" `� 52 8-22 Plastic Left turn Arrow 1 EA �� ` � j `'� �� .�" Z l � �, � ��', °� SUBTOTAL BID AMOUNT � � � �'� �� 1� �� ESTIMATED SALES 7AX 8.6% t TUTAL � � �� ° � � �� Cir} �j�r�or��turr Murnh 10/,' Grasatoi+�i+ /'tp�>hne Up�er R.urclr h� fxr�r BF I 11 � � _ ' � � � _ _ � � � � � _ � � � _ [=J t CONTRACTOR'S REGISTRATIOAI � ' � r ' � Name of Company Stan Palmer Construction, Inc Address 51Q7 State Hwy 3 SW, Bremertan, WA 98312 Ug� �$ 600-336-626 LicenselRegistrat�on # and Expirat�on date ST - Exp OS/17/2Q12 L�cense Type General Bus+ness Contractor Specialty (if any} Empbyer's ident�ficatian number (emplayer Soc Sec #) � 91-1078790 *(not your personal Social Secunry number) Employment Security Department number 461102 � Wash�ngton industnai insurance number 383 ,931-00 r � ! � ! 1 i � Gty of Bremerton Business License number �2ss� * f f not l�censed w�th the Gity, a license must be obtau�eti before begimm�g any work Cety of'Bremerton Crassa�wn PcpeGne Upperiteach Xepnrr .arur�rr tne< BF 12 ' r LIST OF SUBCONTRACTORS The Bidder sheli list below the name and the (ocat�on of the place of business of each Subcontractar who v�nii perform work or labor or render service to the CONTRACTtJR m or about the constructian af the work or �mprovement, or a Subcontractor wh4, under subr;ontract to the CONTRACTOR, specially fabncates and �nstaiis a portion of the work or improvement according ta detailed drawings contained m the plans and specficat�ons, in an amount in excess of 10 percent of the CONTRACT�R'S total b�d The B�dder shail also I�st below the portion of the WORK wh�ch shail be performed by each Subcontractor undet its cantract. The CUNTRACTOR shail tist oniy one Subcontractor for each portion of the WORK as is defined by the CONTRACT�R in �ts bid if �o Subcontrac#or is bsted the bidder acknowledges that it does not intend to use any subcon#ractor whose work on the CONTRACT wdl exceed 1 Q percent of the b�d pnce The Bidder's attent�on 1s directed to the provisions of Sect�on 1-08.1 of the Standard Specificabons which may be modified by the Speciai Prov�s�ons which st�pulates the percent of the WORK to be performed with the Bidder's own forces Failure to comply with this requirement wdl render the Bid non-responsive and may cause its re�ection � � r �� ' Subcontr Percent Subcontractor's NamelAddress � Work to be License Doilar of Total � Performed Number Rmount B�d 1 CI cc-�y''� cra,, i ��►��..�t.��+.° �.� ��J�'j � . �{��r� ��n� �e�t � �� ` ��1 a�`�raGte �'�� _ � 1V ��dUlt e 1.�,�1't" l�S��, 2 H v � �-- 3 �i�. y�n'rat ri� 4 0 Note Attach additianal sheets �f requirec! �� ,�L�c�,n�nl�..C�ivY ��1� r'� � � u � c �t+��.�c. �t,f r �� Gry a( eremerton blareh lnl2 Garstown P�peGne Upper Reaclt Repnrr t3F-I3 � � � ' , ' , � � ' , � L , � � � 1 INFORMATION REQUIRED OF BIDDER PAGE 1 of 2 The Bidder sha(I fumish the foilowmg informat�on Add�t�onai sheets shaii be attached as required Failure to complete these items wdi cause the Bid to be non-responsive and may cause its rejectcon tn any euent, no award innil be made unf�l ali of the B�dders General informaiion is del�vered to the CITY (1) COMTRACTOR's name and address, including name of pnmary contac# Stan Palmer Consiruet�on, Inc 5107 State Hwy 3 SW, Brem�rton, WA 983'S2 Pr�mary Contract Thamas Abplanalp, Sr Vice-President {2) CONTRACTOR's telephone number 360 CONTRACTOR's fax number 360 (3) CONTRACTOR's license Pnmary classificabon ST-AtJ-PC-*202NF - General Contractor Specialty class�icat�ons held, if any State License No. and Expirat�on Date 600-336-626 Exp August 31, 2Q12 Name of �icensee, if different from (1) above (4) Name, address, and telephone number of surety company and agent who wdl provide the required bonds on th�s contract Travelers Casualty & Surety Co of Amenca 3850 8ank of Amenca Tower, Seattle, WA 98108 206-386-5750 (5) Name and Position of person(s) who attended the pre visit to the worksite {if any} Jeff Allen, Supenntertdent C1tyafBremertor: A-/arch 1n)? Crosstoxn P�pe(z»e Upper Reach R�parr BF-!4 i INFORMATION REQUIRED OF BIDDER PAGE 2 of 2 (6) ATTACH T� THIS BID a list af 3 pro�ects compieted by the Contractor, that are simdar ta the Crosstown Pipeline Upner Reach Reaair pro�ect m nature, value and compiexity of work The 3 pro�ects must have been completed under the b�dder's name as the pnme (generai) contractor within the last 10 years. The hst shail include tf�e followring mforrnabon as a mirnmum. . . s . . Names, address, and telephone number of owner. Name of pro�ect Lacat�an of pro�ect Bnef descnpt�on of the wark involved. Cflntract amount Date of complet�on of contract Name, address, and telephone number of architect or engineer Name of owner"s pro�ect engineer L�st of Ma�or Equipmen#. Yesrs in qusiness under current name Contracts now �n hand, gross amount Cety uf Sreme�ton 4-Jarch 201? Crossmkn Arpelrne Cfpper Reach Regarr gF.� 5 � r� w� tr r� �� r� rw� r� � r r r�r w� � StanPalmerCortsGuction Ine Projects m Progress as ot 0 311 712 0 1 2 CoMracts On Hand Stan Palmer Co�truct�on has been in busfness under CuRerrt Nume for 15 Years Approximata Proj_�tt Owner Arehilect Contraet Am! Perceot Compiote Compietion Date Amnunt in Propr¢ss Centra! bzsap Waste Water TreatmeM 14tsap Courny (BarDara 2arof� 360-337 T724 grown g CyidweiS $ 8 721 754 99% Sept 201 t Plant UD9rade S 8 834,53G �8 b - taon �, Park Renovabans GYy of 6remarton (Eduardo Aban) 3S0-d73- CRty of 6remerton Dept af Putrl�c Works $ 1,252,060 �06% Su6stanbai eomplebon 2317 $ S 252 �0 QO 5 - Illahoe State Park -Ciean water Nro�ecl Washirtglon State Parks 8 Reaaabon Brown 8 Caldwell 701 Pika SI Ste S 1 045,384 9S� May 20� 1 Comm�ssian (,be Werd) 360-T25-9762 12U0 SealJe WA 981Dt (206j749- $ 993114 80 s OiymPic Gd:ege ParWng Lot State of riashington Oept ot Generai Schacnt Astam archuects 901 SUi Ave 5 1 8B2 000 89°,o July 2011 AdminlstraUan (Roan�e Hdl) 36D 902 7272 Sie 2T20 Seedle WA 98t&d (206;443 S 1 863 180 00 S Noll RoaO Improvements Phase 1 Crty of Poulsbo (Andrze� Kasmiak) 3&0-779 dty ot Pou�sbo - Dep�rtmeni ot auk6c S 6A3 734 9S'Y. August - 2971 3006 Waks 206 NE Mae St Po�lsbo WA S 610,977 30 S Town oi Eaton,nlle (Ooug Beagle) 360�832 WH Pacific 724 Columaa St t?I}impia S 1 258 633 98% October - 20� 1 Masheti Road Improvements 33i8 WA 48501 (360)754-3375 $ 1 233 656 34 $ - 5�erra Ga�sinfciion {Oave Buckhdiz} 425-487- P62 Amduiecture and Enpmeenng 5DB S 2 539 Stm 9S°� January 2bt 2 wainan E�ansron 5200 Znd Ave Seattla, WA 981p4 (206)957- $ 2 472 525 0p s Stete of Washmgton Dept ot Gerseral Ritg Fergusa� MOler Ari9xtocture a�d $ 224 OOQ 100°k September 2pi 1 AdmiNsdaucm (koonie Nili) 3fiQ-902 7272 Planninq 275 FlftD St Ste 100 4lyirpic College 15Kv Power UD9rede &emerton WA 983t0 (350}337-8773 S 224 000 00 $ - WSDOT (Jon Desset�acherj 253589-6100 WSDDT - Fife Pta�ecl0fiite 66t016th 4q% Mashetl River BnAge Saaur and Slope St E Sle A, Fd8 YJA 98424 (253j365- Repnrr 67Q0 S 1672.14900 21-Octi� $ 64q859fi0 S Gry ot &emerton {Siil Daws) 360-473-2312 Bremerion PW 3427 Olympus � 9596 Sawage Pump Steliai CE-1 Upgrado Bremerton WA 98310 (360�473 2372 S SA7 A57 00 t FeD 12 S S 1 S 33a t5 S - Gty of &emerton BiII Oa+ns� 360-073 2312 &emerton PW 3027 Oiympus Dr t p0°�. Shwe Dnve Lateral tu�i Lalerol Bremertnn WA 58310 (36D1473-2312 S 2d9 237 00 1 Nawt 1 S 249 237 00 S - United Slates Navy (Frnnk Hauslay� 36��b27- US iJavy EngmeersFNani Enq�neonrtg 0°6 4774 &ar�fi� C!9$0 2 Puget Scwnd Naval Dry [7ock Wast Water Treafinent System Shipyard 81MF {360)478-0686 S 6 891 100 00 t.NOw13 $ - S - Woiloc�et Harbor Ciutr Gray and OsDame Olympia 2102 D�o Cnmage St SW #1 fJlymp�a WA Walixhet Nar4w Club Wa(er Syslem 985Q2 (350)292 7a81 $ 1 858187 70 7-Sep-12 S $ IGtsap Counfy (Jonathon Brartd} 360-337- tGtsap County Engineermg Bf 4 Dfnsion 0 m 5777 St (MS 26j Port Orchard WA 98366 S��verdale Way NW Raandaboul Pro�ect (36p}8a7-S7T7 S 1 260 622 57 �-Sep-�? S - Tata! Current Projecks S 30,409.T90 $ 19 074,48Q 65 Stan Palmer Constructian, Inc. - In Business for 35 Years 10-Year Project History - Current Profects and References /ncluded CON7RACT COMPLETION OWNER OWNER OWNER PROJECT TiTLE DESCRIPTION AMOUNT DATE NAME CONTACT PHONE Work consisis of reptacement or Iming of 9 sanRary sewer laterels, instaliat�on of 8 sewer cleanouts, and rehabditating 7 sandary sewer manholes, includ�ng 5hore Dnve lateral 8 MH Rehab rechanne6na new inside draps and bnrna 1he intenor $249 237 Oct-11 Cit r�of Bremerton Bitl Davis (3fi0) a73-2312 Work consists of demoUtion of exis�ng pumps � molors, shafts, pump 6ases, welded staei p�ping vaives, fittings, motor controts and ather appurtenances, mstailation and start up of ne�a owner suppued pumps piping and fitGngs efectncal 5ewa9e Pump Station CE-t Upgrade components, instailaUon of qate vaEves �542 457 Currer� Cdy of Br�mertan Bill Davis t360I 473-2312 Scope �s to permanenUy protect Mashel R�ver bridge sUuciure and SR 161 from Mashel Rwer bank Jon Mashell River Bridge erosion $1 612149 Currant WSDOT Dessenbacher t253) 589-6100 Constn�ction wtll inciude tencing pawer and data underground vaulis power and date duci banks OC Power Upgrade Pavement ar� sidewalk restorahon $224 400 Deo-11 Dept of Generai Admirustraiian Ronrne Hdi 360 902 7272 The complete earthwork uuid�es, and eros�on control scope oi work per plans and speGficatrons for Waimart expansion of Waimart store $2 703 871 Current Waimart ImprovemeMS +nciude removing ex�sting cement cuncrete panels removing and replaang ex�stmg cement eoncrete curb and gutter removing and reptacing crorxrete adewalks overlaymg roadway Masheil Avenue with HMA, stnpmq IlluminaUon $1 258 833 Dec-11 Town of Eatonwile poug Beagle 364-832 33fi1 sharad pedestnan path and bfke iane Constructron of 825 SY of pervious concrete sidewelk Reconstruatwn ot 20 mde Hostmark Street Consiructron of storm drain wpe, catch basms artd Noll Road fandscapmq 5643 i34 Sep-t i Cdy af Poulsbo Andrzej Kasirsiak 360.779-3006 Parking iof renovabon, expans�on and improvements along the eastem penmeter of campus mcludmg streetscape (mprovements on the Olymp�c Coliege - O�pic Goilege Student Parkma Lot Bremerton Campus $1 882 000 Sep-1 o DeDt of Generat Adm�mstrataort Ranrne Hdl 360-9(}2 7272 Construcf a 3 60Q gpd membrane bioreactor (MBR} wastewater treatment faciGty lnciudmg earthwork, esphalt pavmg, and s�te restorat�an assoc�ated vnth the M8R and uiddy wark mGud�ng gravdy sawer and low pressure sewer colteciwn system waslewater pump statrons subsurfaca sewage effluenf disposa! Washmgion State Parks and Recreation lllahee State Park site electncal and svsiems cantrol �1 135 287 May-11 Commissron Joe Ward 360-T25 9762 � � r � � � � r r� � � � � � � �r w� r � � � � � � � � � � � � � � � � Stan Palmer Construct�on, Inc. - In Business for 35 Years 10-Year Pro�ect H�story - Current Pro�ects and References inc/uded CdNTFiACT COMPlE710N OWNER � � � OWNER QWNER PROJECT 7(TLE DESCRIPTION s AMOUNT DA7E ___ NAME C�NTACT PHONE � tmprove Lion's Park �n East Bremerton iront�n9 Port Washington Narrows with ihe Porous pariung areas porous walkways picnic she@er pad, restrooms grading imgation syslem, hytfrnseeding, batifield fenang, InsfallaUon of new underground u�titles such as water sewer, and powar, re-stnp�ng of exisUng parkmg stalls and stnping of new stails, and Lans Park constructbn of piayqround curbing and vpiine posts $1 252 Q60 Dec-14 City of BremeRon Eduardo Aban 360-473-2317 Constructmg renovatwns to the exisGng Kdsap Gounty Central Treatment Faci6ty The project mcludes sde wark, utddies, new betow grade concrete siructures new above grade concrete structures a naw headworks meohanicai arxl electncal systems assoc�ated wnth wastewater processes, and restoraUon w�ihin the ewsting pmperty i�miis ot ths Central Kitsap W WTP Upgrade Facd�ry �9 37& 894 Nov-11 Kdsap CauntY _ 8arhara Zaroff 36Q-337-7124 SR3 �ntersecl�on improvements a roundabout, a two- tane roadway section, wh�ch consists ot two 12-foot travel lanes 5-foot pervlous concrete bicycle lanes 3- foot gravel shaulders, a separated 5-toot pervlous asphali pedestnan path, a 7-foot-h�gh wddhfe tence, and every other dem �r�icated in the conVact documents camplete, in piace, fulfy operationai accepied by the appropnate governmental authonhes and ready for the awner's use A port�on ot tha project SR3 Crossmq SKIA Connector improvements is located on WSDOT nqht-af-way $2 027 148 Mar-11 Port of Bremerton Fred Salisbury 360-6742381 Constnict the Herper Park-and-Ride Lot expans�on pro�ect iocated on SR 160, 5ouihworth, WA Wark ro construct 350 new pa�iung spaces on 7 2 acres Work includes demolivan, excavat�on, grading, erosion cantrol storm draioage, stormurater treatmeni system, porous pavement curb and sidewalks, steei arxi giass canopy shucture, electncal and ifphting, Harper Church Park and R�de landscap�nq gates and fencmg �2 038 393 Jun-10 Kitsap Transd Lisa Calimsworth 366-A78-6236 Construction af approx�maleiy 3 5 mdes ot urban non- motonzed, shared-use frail The scope mcludes � consWcUon survey�ng, eroswn and sediment contrni cleanng gradmg, earth fill wails, pin pda bndges, impernous pavmg seciions storm dra�nage systems power pole relotations, fradhead parkmg and restr�m fac+liUes, util�ty cnnnections trad furrnture, Cushman Trai} lmprovements tences and handrads $3 394 342 Rpr-10 Pisrce Cty Terry Larsan 253-798-4081 __ Stan Palmer �onstruction, Inc -{n Business for 35 Years 1 Q-Year Pro�ect History - Currenf Pro�ects and References lncluded CdNTRACT COMPLETION pWNER OWNER OWNER PROJECTTRIE DESCRIPTION A(y�QU� OATE NAME CQNTACT PHONE Construction of treatmeni pfank upgrades includmg Headworks Buildirtg, Aeration basin modiFicapons, F�ne buhble aerakon system, Blower and generaior bwidmg Upgrade of two 33 foot clanfiers, Saluis butldmg on augar cast pdes, Qdor Controi system, Electnca! cantrois and SCADA system, Upgrade of recla�med water system, Sde cleanng demohNon excavatron weided siesi p�p�ng pav�ng, masonry Wintsow Wastewater Treatment Ptant wall fenci and landsca in $9,051 81Q A r-11 Cit Of 6anbnd e island B(UCg pe 2pg.g Construct an on-sife installed "Tum-Key° O�iy Wasiewaier TreatmenY Systarn (OWTS} Elements included constructwn af a seif-framing re-locatabis pre-engmeered steel enclosures sk�d mounted aly OtLY WASTE WATER TRBATMENT Wastewater treatment equlpment twentythausand SY5TEMS FOR DRYDQCKS #3 AtVD #5 9ailon equaluaUon tanks, s�te p�pmg and valvas coMrol sys[ems HVAC, filie►1 bag housa, IighGng N004Q6-(17-T-OS74 and eiecincal system $5 440 OQQ Dec-iD US Navy Frank Ffousley 3gp.627�7Bg Overiay and widen about P 5 mdes of �king Avenue Construct apprax 2,445 sy of pervious concrete s�dewalk construct bioswales, broretention swafes, and:nfitration structures construct storm drain pipe, catch basms and related features, revise traffic s�gnals at fhe iniersechon of Vikmg Avenue and Finn Vking avenue Improvemenis Phase 2 Hdl Road, install rock and gabian reiainmq watis and $2192 763 AuC 10 Crty of Poulsbo Mike Lund 360-7�9-5111 Wor{c �ncludes demo664n reuse and d�sposai af — ex�sting roads, concrete siabs sidewalks curbs and uUiities, and the canstructwn of new concrete and hot mu� asphalt roads, sidewalks curbs 2,000 if af water mam, 2 100 if of reclaimed waler 1,45Q If of sarntary sewer 5 2001( of storm sewar Joini ut�iity trersch excavapon and backfllling street lighting and landscaping Work aiso involves excavation, stockpihng reuse, remova! and disposal of contaminated so+ls under a Washington State Department of Ecolagy, approved lntenm Achon Work Plan and waterquality Ereatment under an Easl Bay Intrastructure Ecalogy Pssued NPOES waste discharqe permit $5 49& 241 Jun 70 PoA of OIymD�a Wditam Brown 360-528-8Q22 Th�s project cons�sts ot slope stab�lizaUon of zhe slope ' supporting SE Fragar�a Road at Mde Posl 1 57 to 1 b0 Installatidn of 2 Mdfiker Tnndy Retam�ng Wa11, Hitfiker Spiral nafis, and wnstroction of a sold�er pde Fra ana Road waii $3q9 i85 Mtar-10 Kitsa Coun Pubhc Works Ja ues Dean 360�337-4571 pipe by a combirnation of s6p hnmg, honzontal direcUOnal dnlhng, and open trenchmg a�ppurtenances restore ex�st�ng improvements, temp traffic cantrol, erosiorVsedimentapon contrat instailaE�an and testing of approx 23,0041f af 8' FPVC pipe �nslalled parallel b the 10" p�pe by a combinaUon of sGp 6mng han2ontal direcdonal SW Bremerton Sewer FM dniimq and open trenching $4 190 361 Qct•09 C�ty of 6remerton Brad Ginn 360-474,53�iq � � s r � � � � � � �r � � � � �r � � � � � � r■� � � � � � � � � Stan Paimer Construction, Inc -!n Business for 351`ears '10-Year Pro�ect History - Current Projects and References lncluded CONTRAC7 COMPLETION � � OWNER � � �w r � OWNER OWNER PROJECT TITLE DESCRfPTION AMOUNT DATE NAME CONTACT PHONE peveiopmeot of 5 ac�e medical campus inctudmg 63,040 square feet af inedicai and affice space Work rnGudes cleanng grading, underground waier, sewer, gas, electncal, commumcat�ons, storm water �etenUon and treatment faGhi�es, streets sidewaiks parkmg Tremon! Center tots area I�ah6nq and oft-srte ut�hty u rpg ades 53 310 OQ6 Sep-09 Tremont Healih Center LLC Jake Fry_ 360-621 5102 Cut-�n and instaii two 12" (1ex�ble ball �wnts and as.iociated vatves and filtings Purchase, install and test automated seismic control system at lhree reservoir sites inciuding vatve �ctuators, contrul encWsur�s, equiRment pads, conduits, winng, mak�ng Reservoir Seism�c Valve Upqrade cannectwns and tesUnq $253 581 May-09 Gtv of Bremerton Bdl Dav�s__ 360-473-2312 pevelopment of a park mciuding the foliowmg Benches, paths and Vads open spaces, a play toy siructure, on-s�te parkrng and a youth dual-purpdse soccar arxf baseball field �n addition to roadway improvements that mciude per�rous asphatt, pervrous concrete sidewaik, curFs and gulter sewer and water K L Marvin Veterans Memonai Park connectwns �i884 d03 OQ Nov-OB Gity of Gig Harbor Jeff Olsen 253-&51-6170 Improvements ro two rest areas along the f-5 comdor inciuded 30.000 lF of water and sewer pipmg telemeiry Bwiding eiectical pump systems asphalt SR W Scatter Creek/Ma own SRA im rovements and cement wor(c $5 975,515 Jurr-09 WSDOT Jim Rod ers 360-705-736a station inctudmg demolitron of existing pumps, electncai eqwpment generator and pip�ng �nstallation od three dry-p+t submers�6le pumps (200 hp each}, pnmary elements motor �nlral center vanaWe freguency dnves, generator w�th automaUc iransFar smtch, serge tank welded steel piping and vatving temp bypass pumpmg m�sc mecharncal elect�ica! Sewaqe Pump Station CW 1 Upgrade and site wark S1 186 d71 Aug-OS Cdy of Bremerton Bdl Davis 360-473-2312 Road andernng on SR 305 ihrouc�h the commerclai distnct of Poulsbo Improvemenls inciude Geanng, grading, draining surfecmg paving witfi hot mix asphalt construcUng cement concrete curb and gutter, sidewalks and dnveways retaming walis culve�t replacemenis threa s�ded structure mstallaUons, skream channel oxcavatton and plan4r�g, weUand sde canstrucUOn and piantmg, signal and dlumination systems pavement marking, roadside seeding arid plandr�g permanent signing Massive SR305 Hostmark St to Bond Rd HOV Lanes eros�on controi was required to complste th�s pro�ect 524 867 757 Auq-08 WSDOT Jem+ Moore 360-457-2575 Conswction of Approx 5QQ LF of road improvements from Hwy 3Q5 to ad�ecent property inciuding roadway excavadon, side walks, storm sewer, deteniion tank, Tth AV8 POUISbO sanitary sewer streei hphUnp pavmq and strip�nq $356 245 Apt-0$ City of Pouisbo_ And�zs� Kasiniak 360-779-5111 Stan Palmer Construction, 1nc - In Business for 35 Years 10-Year Pra�ect History - Current Pro�ects and References Inciuded GONTRACT COMPLETION OWNER OWNER OWNER PROJECT TITLE AMOUNT DA7E NAME CONTACT PHONE n 7 q �+* necessary ior lhe insullatron of a new on-s�le sewage dispasai systam to serve a 120 bed corredional Anne Marfe M�ssion Greek On•S�te Sswa e O�s osal facdit $541 867 Mar-08 Staia of WA De t of Corrsctions Bammert 360-725-8336 mdes of M'iiler Bay Road from NE Gunderson Road ro I�dianola Road NE. The work proposed consists of preparation, grading dramage starm sewar, constucUOn af a bndge ov�r Grover's creek, su�taang hot mix asphaft erosion Controf and plantmg traffic satety control and two traffic s gnels Mdler Bay Road NE Impravements and related woric $3 459 085 Mar-0$ Kiisap Cty Dept af Publio Works Jacques Dean 360-337-4671 Pump statiorr oomptete from wetwell thru mechan�cai, Bond Road Pump StaUOn buildinq qenerator and stectncal $1 589 904 Man08 olhava Assowates L P Dale Pinney 206-533-2181 Olympus Reservo�r Upgrade Seismrc upgrade of 200 OOd qailon tank $291 313 Sep-08 North Perry Avenue Water Distnct Georr�e Smailey 380-373-9508 Creek realignmenf for bndge demohhon Clearirtg ot debns from creek bed Oemolit�on for Chick Creek Bndge and disposal of bndge Reintorce creek stopes ta preverrt eroslon Chico Creek enhancemertt for Salmon Habitat Plantmg of vegetation on creek Ch�co Creek Bndge Demoi�tion siopes $248 979 Mar-08 Kfisep Cry Dept of Puhiic Works Jacque5 Dean 36t1337-A671 Remove tog jams in Ch�o Creek Derno road ai 7aylar 6ndge Reznforce bndge abutement import of select borrow Bank and creek stabd�zahn Wale�ine repa�r on Taylor Road Chico Creek enhancement for Taytor Road Repair Salmon Habrtat Reparc washed out road and repave $213 117 Jan-08 IGtsap Cty Dept of Pub6c Works Jacques Dean 360-337-4671 Improvement oi NW Myhre ftoad w�th the NW Nlyhre Road Imprmement & Clear Creek repiacement of a bndge over Clear Creek and Flood Plain Enhancsments enhancemants located in Sdverdate WA $2 293 696 Nov-08 Kitsap Cty Deet of Public Works Jacques Dean 36U-337-4671 Constructing a tnpiex, subma�bie pump slation 904 feet of 14-mch Forcemain and associated Pump StaLon 7 Mod�ficatians mechanical, bwidmq and electncal wotk $1,77d,272 Auq-07 Kiisap Cty Barbara ZaroN 36(I�337-7124 1Q000 LF oI 12" sewer iorr,e main through Poulsbo SR 305 Force Main (SR 305) $2 598 79$ 5ep-06 Olhava Assoctates L P Dala Pinney 206-5332181 Ail Inirasiructure for a 22 plat development in Plat af New htope 8remerton $7d8100 Oct-06 Habdat for Humarnt�of iGtsap Cty lori Oerlander 360-479-3853 Anderson Creek WeilfleM Impv Pump StaUon Replacement of 4 pumps and the motor cantrol Upgrades center �n an existing pump station SA59 921 Oct-O6 CitY of Bremerton Ned Lever 360-473-2398 SR 305 / 7th Ave P!E Pro�ect 500' of new roadway $269,829 Nav-d5 Cdy of PouJsb Artdrze( Kasi 364-779-5111 install a large concrete cast in pface sWrm detentian S1verdale 3rd and 4lh Wards, Parking Lot vault, then budd a parkmq lol over it $492,840 Sep-Q5 LDS Church Bnan Harcon 206-6�4-4659 Roadway improvements and widenrng includ�ng 44,000 CY earthwork, extensrve siarm systems. MN Newberry Hili Road W�dernng and Resurfaang erosion control and wetEand miUqate $3,333,701 Nov-04 K�tsap Cty Dept of Pub11c Works Jacques Dean 36fl-337-4671 � � � � � r � r■� � � � � �■■r � � �r r �w � � � � � r � � � � � � � � � Stan Paimer Construction, Inc. - In Business for 35 Years 10-Year Project History - Currenf Pra�ecfs and References �nc/uded CONTRACT COMPLE710N OWNER � � � � OWNER �WNER PROJECT TTTIE DESCRIPTION AMOUNT DATE NAME CONTAC7 PHONE Instailing 500 feei of HDPE sarniary sewer pipmg (up to 24" diameter) mt�dal areas mcfuding assoc�ated valves temporary bypass p�pmg and connecUons Cherry Avenue Basin CSO and Beach Main suAace restoraUon and erosion conirol $922 d14 Aug-Q5 C�ry of Bremerton ShcOavis 360-473-2312 Natwnai Park Road �ob inciuding slope stabdaauon replacang culve�ts, excavaiion construcGOn oF 75,Q00 CY of large boulder butdresses cans[ructwn of geognd walis, road suAace rehabddaUOn, shaulder State Route 123 Phase 1 v�ndenmq etc afonu the east s�de of Mt Ramier 37 5fiq 213 �ct OG US DOT/FHWA Pete Gonzatsz 36f1-349-3203 Inciudes m�scslianeous earthwork, temporary eros�on and sedimsrrtaGon controi, surface restoraGon, and mstailaUon of underground sewerimes, septic and pump tank pumps and cantrois, and complete Biake istand Sewer Repafr constniclion of SSDS L055 System $884 000 Jun-05 Washmqton State Parks 8 Recreatron Tom Sparks 360-902-&500 installafion of i 160 lineal feet of 12" duchle iran water main and one Cre hydrant The main to be mstalked on the north side of Mauntain �ew Road form an exisLng siup on lhe west side nf Sdverdale Way to Mountam View Raad and exis�nq dead end mam� the� est $64 875 Nov-04 SdveMate Water Disinct No 16 Henrv Aus 360-447-350q OW NER-fumished dissei engme-generator, aboveground tuel siorage tank, day tank, and automaUC transfer swdch Provided weatherproof sound enciosure for engine-generator, pump siaUOn cantrols power and contro{ �econfiguraUon, concrete piacement, pump reom venttladon improvemenis, axpanded wet weil access, assoaated selective Pump Statrons 75 and 76 Upgrades demohhon and site wo�ic 5276 675 Sep-04 Kdsap Cty Dept of Pubi�c Works Barbara 2aroff 360.33�-7124 fmprovement o# SR 104 �n KiEsap County, Iu1P 2t 33 to MP 22 Ot MiUer Bay Rd I/S by cleanng and grubbirtg , roadway excavahon minor dramage pavmg w�ih hot mu� asphalt, construcUng sidevralks, traffic signal improvements, permanent signmg, SR 104 Mdler Bay Rd I/S eavement marking& $247 877 Auci-04 WSDOT Mike Hotfman 36�- 570-6783 �mproved Caldart Avenue NE betwesn NE Hostma�ic 5treei and NE L�ncaln Road for a d�stance of Approx�mafely 1,850 feei, w�dened to Gty stardards From two 11 foot lanes ta two 14-fool lanes a left tum lane at the Uncoin/Caldart and HosimarlclCaidart mtersectians s�dewalks on boih sides and planter Caldart Avenue Reconstruction stnps fn places $924 659 Mar-05 C�ty of Poulsbo And2e; Kasmiak 360-7�9-5111 � Stan Palmer Construction, Inc - In Business for 35 Years 1 �-Year Pro�ect History - Current Pra,/ects and References Included CON7RACT COMPLETl4N OWNER QWNER pWNER PROJECT TITLE OESCRIPTION AMOUNT QATE NAME CONTACT PHONE The project reconstnicted ihe urban artenal Nnthm the Ciry af Bremerton end Kdsap County arong tfie exispng SR 304 highway This pra��ct cans�sted af demohUon curbs, gutters and sidewalks, storm drainage, sandary sewer, a sold�er pile retaining wall tta�c signals dlommation, pemsanent sigrnng, landscape sde grading, IAndscape s�te gradmg, landscape pianhng landscape rmgabon fencing and Gunner SR-304 Transportatwn improvemanls Protect traffic control $3 Q23 451 MaY-Q5 Cit af Brercrerlon Fndnksson 360-4�3-2354 Construchan of both a compiete new wastwatar ^ treatmeni plant and a pump stai�on Pro�ect mciuded welded steel piping larg d�ameter Ducttle Iron forcemarns, concrete structures four bwidings, heavy earthwork mechamcai systems, fuei systems chemicai feed eqwpment, sludge dewatering Kmgston WWTP and Pump Statron 71 epuipment elcincal, SCADA and system �ntrois $8 695 68T Jun-05 Kitsa�Cty Dept of Pubi�c Works 8arbara ZarofE 360 33T 7f 24 The work lo be completed under this contract generaily consists of installebon of duchta cron and steel water ma�ns instaflation oF valves, hydrants ad otherappurtenances, two pressure rsducing staUons transfar of water sernces work sde traffic control West 650 Pressure Zone Improvements surtace restoradon, eros�on controi, flushing and Tran&missron 8 Disinbutron Mam disirtfection $1 fi86 ifi1 �ec-03 C�tv of Bremertan Ned lever 360�473-2398 Gonstruction of a skid mounted doosier staLOn +nnth gereeraior haused insEde a r,oncrete buddmg water main improvements, two (2) PRV stations and a Morgan Hiil Booster Station and Water Mam hydropneumat�c tank w�th enclosure The sk�d Improvements mounted booster staUOn includes five (5} pumps �1 012 936 ,fan-04 Ciry of PoR Townsend Enc Paqe 360-344-4601 Improvements to Oockton Road S W in the viamty of the 7ramp Narbor pock by construcdn a new seawall, msCallmg dram�qe, paving w�th asphait concrete [�ckton Road SW Seawail pavement $67D 746 Oct-03 D 0 T Road ServEces Diwswn Tim Lane 206-205-5232 Removal of a�cisdng cuivert for pogfish Creeh and assoc�ated roadway embankment for tha culvart undercrossing of Northwest Lindvr� Way canstrucUng a new channef for pogfish Creak and Dogflsh Creek Bndge and Lindvig Way improvements bndge fqr Northwes! Lindnq Way pver the creek $1 257 22� Oct-03 City of Pouisbo Andrzej Kasinfak 360.77A-5111 S�te preparaBon arui construct�on of a sde retainmg wail, temporary bypass p�p+�q and pumping facil�qes, new pump statian elactrrcai bwldmg inGuding a new engine generator, demoi�twn and mod�ficaiions af an exisiing wef-weil, dry-weil pump stai�an, installation of two ganeral servic� submersible wasiewater pumps three high flow wastewater pumps plus Iwa diverswn sUUCtures, lransfer p�pirtg, yard pipmg lle-ins to an existmg gravity sewer manhoie and to a wastewater Sewage Pump StaUon EB-2 Modrflcabons torcemain electn�{ and instnumentaUon $16T4 243 Nov-D3 C�ty oi Bremerton 8di Daws 360-478-2312 Excavatan, grading, CI(�ng, and cAmpacting matsnals � for the replacement ot the !eft embankment af lhe Cushman Na 1 dam Corewali dem $324145 May-Q3 C�ty of Tacoma Dept of Pubi�c Ufd�t�es Tarcance Ryan 253-502-8793 � � � � � � � � � � � � � � � �■�l ■■� � r � � � � � � � � � � � Stan Pafiner Construction, Inc - In Business for 35 Years 10-Year Pro�ect History - Current Projects and References lncluded � � � � CQNTRQCT COMPLETIpN OWNER � OWNER � � � OWNER PROJECT TiTLE DESCRIPtiON AMQUNT bATE NAME CONTACT PNdNE Complete afl general and cnril work under a smgte � -- general contract for the construcUon of a water ma�n extensron fram 96th Street NW and Bumham Dnve NW to Harbor R�dge M�ddle Schoot for Penmsuta Harbar Rbge Nfiddie Schooi Water Main Schoot Distnct e �, $308 d00 hAay-03 Peninsual School D�st� #d01 Maroia Nams 253-857-6171 pump stahon incWding demohtion mstailation ot OWNER suppl�ed eqwpment (dry p�t submers�ble pumps, primary elements, contcal panels progremmable logic conunller vanabia frequency drrves mator cantrot c�nler, acttve harman�c condiUoner standby engi� generator transfer swftch, gate vatves and ecluators) and instalfation aF Bremerton W8-3 Pump Stst�on plpmg, etectncal service $368,358 Jura03 C�ty of Bremerton Publlc Works & Ut1�Ues Dept Pal C4xon 360-479 464fi Water System induding the foilawi�g 72,Q00 galian reservoir, new booster pump butlding and booster pumps, a standby generator and propane lank, undergrounQ water 6nes and electncal hnes at the reservoir s�te improvements mGud�ng new boostar Aiderbrook Water System ReservairiSourea pumps at two existing booster stations and SCADA Improvements system $375 043 Jun-43 Pubhc UUl�tv Distnck No 1 of Mason Cty Wdhe Pierce 3fiQ-877-5249 Construction of a new wet-pet submers�bie pump stabon with itrree wastewater pumps 8� small sump pump, valve vauti magmeier engine generaiar surge tank yard pipmg, tie-tns to an exlsting grawry sewer manhole and to a wastewater forcemain electncal,instrumentat�on waric s�te tra�c conuoi, surfac restoration eros�on & sedimentaUon controt, all Bremerlon WB-6 Pump Stat�on connectcons to new and ewsting facdi6es $1 534190 Oct-02 City of Brmehon Ned lever 360-473-2398 instaliahon af siorm drainage pipe ranging m s�ze from 8 I�ches ta 54 mches, installaUon of manholes and catch basms wcrk s�te traHic cantrol, surface restoraUon erosion controi, reixatian of a&-inch wafer me�n, sewer aervice con�ectbons, and catch CaAaw Ave Basin Storm Oramage Separalwn bas�n connecGons S3 886 Nov 02 Ci� of Brmertan �ynn Price 360-473-5272 7he construct(on of 10 acre mult�use youth baiifield complex consisUng af two mu�ti purpose synthet�c turf fields ior Basebali 1 Soccer! Foolball / Track A restroom maintenance, storage buddmg with hvo p.cnic tables (sheltersj vtdiUes weter 8 sewer main extensions side sewer extensrons ona storm water detenbon pound, concrete pathways throughout the complex chain link fence and spld rail fencing, netUng, �mgaGon field 6gh�n�, Iandscapmg and aGProx 270 Kent East Hdi Youth 5ports Complex parking staUs 83,572 000 Mar-03 Cdy oi Keni Parks & RecreaGon Perry Brooks 253•856-5114 ExcavaUon and backfili for reserva�r nng faundat�on pe�' T Badey, Inc des�gn, underground pipmg and conduts, fenca and grates, rock for dram ouqet Belfav Pressure Ztine Ne Z Water Storage Tank etectncal conVOis $50,954 Apr-02 Beifair Water D,sUici Na One Jerry Huskfii 360-275-3d08 Stan Paimer Construct�on, Inc - In Bus�ness for 35 Years � 0-Year Project History - Currenf Pro�ects and References Included CON7RACT COMPIETION OWNER OWNER OWNER PROJECT TITLE DESCRIPTION AMOUNT DATE NAME CONTACT pHONE Consirucdon of a new watl houseicontrol building InsiaifaAan of necessary power and telephone Imes InstailaUOn of piping orams water tank relay systems, urtderground disinfecUon system underground ccrnduit stub outs, water level sensors, construciion of an eight foat high penmefer fence with double ti+rtng gate and necessary dean up Inst�llation of pumps 8eitair Weli House and reservo�r management systems $195,299 Jun-03 Beifav Water Oislnct No dne Jerry Huskdi 380-2�5-3008 The project cons�sts of single famdy residenGal Fort Ward Parade Grounds Phase One devetopmert ot 22 bts and 1 BB acre oi open space $448.200 Jan-02 Kitsap Cty Comsol3dated Hous�n�Authoriry Jim Wheeler 360-535-6117 A 11 10Q-foot aorapotable water bns consisUng of approzimately 8 6AD feet of 49-inch diameter HDPE p+pe compieted enlirely w�th butt-fused �omis, and 2185 feet af 48-mch diameter duttde iron pipe The p�peiine witl be constructed d�rediy �n pr immedsately AheMeen Industna4 Water Lsne - Phase tA & ad}acent to wet4and5, ptacrng urnque construction East Aberdeen Pressure Sewer Une - Ph 2 require on the pro�ect 54 70T 318 Peb-02 Grays Narbor Cry Kevm Vamess 360-249-4222 Th(s restaratlo� pro�ect antatled removmg Goidsborough Dam to promote fish passage through this reach of Goldsborough Creek The 30 foof h�gh dam was repiaced by a sanes of concrete and pdmg weus along a 1 8501oot IengtM of the creek to prov�de grade controi end encourage fish access Stream bypass for 30Q CFM was designed and instailed by G oldsborouah Creek RestoraGon SPC $3,3fi7 40Q Apr-02 U S Mnv Corps of Enqmeers Chns Hali 253966 43$0 ConsWctmg a new tOQ.004 gallan concrete basin, a Pine R Basin CSO Storaqe Factldy new manhote and �nstalhnq new sewer mterceptors $329,252 60 200t City of SremeRon Bob Earl 360-478-5344 Bmid a new pump stat�on next to a creek Deep excavation, sewer by pass�ng connecUons �n ihe Mghwsy to the exisdng 24" fome main, mstatl 3 each verGCai turbme pumps plus ail controls generator Norlh Central Convevan Pump Statlon No 24 elecmcal etc for a comp'ete system $2 839 744 71 2004 Kdsap Cty Publ�c Works Barbara Zaroff 360-337-57'77 ^ � InsiaWng approx�mately 790 Unear feei of 36-mch, 530 Imear teei ot 42-mch and 715 hnear feel of 30- mch diameter reinforced concrete pipe, manholes overflow weir assembly mod�ficatwns work sde traNic control, surface resroraUon, eros+on & sedtmentadon controi, all connecUOns to the new and pra-e�cisUng OF 2 to Manetie Treatment Ptant Conveyance tmp faciNties and appurtenances $4 243 253 28 200t Citv of Bremerton Eduardo Aban 360-d78-2317 � � � � � - _ � � � � � � � � � � � � ' Stan Palm�er Construction, Inc. ! Ma'or Pieces of E ui ment Owned J qp � � 1 � � I� � � � � � , �� ' � � Equipment No Manufacturer Model Year Description Compacto�s Heavy 11-674 Saka� SV9 ED 1995 Single Drum Ubrata Com actor Com actors Hea 11-695 CAT 4338 1989 Single Drum Vibratary Compactor Qazers 13-401 John Deere 650J XLT 2006 Standard Crawler pozer Ro s Dozers 13-457 Caterpolar D9N 1989 Standard Crawler pozer Ro s Dozers 13-458 Cate diar D6M XL 1999 Standard Crawler pozer Rops Dozers 13-461 Case 4508 1982 Standard Crawler pozer Ro s Dozers 13-464 John Deere 650G 1998 Standard Crawier pozer Rops Excavators 14-500 Bobcat NW 335 2007 Mini Trackhoe Excavator Excavators 14-501 H�tachi 200LC Zaxis 2006 Crawler Mounted Hydrauhc EX Excavators 14-505 Hitachi 200LC Zaxis 2005 Crawler Mounted H draulic EX QC Excavators 14-518 Hitach� EX 700 1995 Crawier Maunted Hydraulie EX QC Excavatars 14-519 Hitachi 200LC Zaxis 2005 Crawier Mounted H drauhc EX QC Excavatars 14-520 Hitachi 350LC Zaxis 2006 Crawler Mounted Hydraui�c EX QC Excavators 14-521 Hitach� 350LC Zaxis 2006 Crawler Mounted Hydraulic EX QC Excavatars 14-549 John Deere 892E 1997 Crawier Mounted Hydraulic EX Excavators 14-551 Caterpolar 313 BSR 1996 Crawler Mounted A�ticuiated Baom Excavators 14-564 John Deere 230LC 1997 Crawler Maunted H draul�c EX QC Excavators 14-567 Link-Belt LS-(600C 1992 Crawler Mounted Anc�ulated BQOm Graders 15-675 Caterpolar 140-G 1995 Articulated Frame Grader Erops Graders 15-678 Champian 730A 1984 Art�culated Frame Grader Erops Graders 15-679 Pucket &os 510-PE 1984 A�t�culated Frame Grade� Rops Graders 15-682 Lee Soy 685 20Q1 Art�culating Road Grader Loaders 16-758 Bobcat 1300 2007 Skid S#eer Loader Loaders 16-759 Pra Tough 22Q0 2001 Skid Steer Loader Loaders 16-760 Caterpillar 950 1969 Ar#�culated Wheel Loader Erops Loaders 16-762 Caterp�llar 966F 1994 Articulated Wheel Loader Erops Loaders 16-765 Tro an MDL � 500 1988 Articulated Wheel Loader Erops Loaders 1fi-766 John Deere 544J 2006 Wheel Loader Ero s QC Front Loaders 16-767 Bobcat T180 2007 Skid Steer Loader Scrape�s 18-870 CAT 6238 1985 Self Loading Smgle Engine Erop Scrapers 18-872 Terex 5-23-E 1985 Pattle Wheel Sin le En ine Erops Scrapers 18-875 Gate dlar 6318 1964 Single Engine Scra er Ro s Scrape�s 18-877 Cate dlar 631 B 1963 Sm le Engine Scrape� Rops Scra ers 18-886 Cater dlar 631 B 1964 Single Engine Scra er Rops Scrapers 18-887 Caterpolar 631 D 1975 Single Engine Scraper Rops ' NON•COLLUStfJN AFFIDAVIT STATE OF ��shington CUUNTY �JF Kitsap Thomas Abpianalp being first duly swom, deposes and says �hat he or she is of the party making the foregoing bid that the bid is not made in the �nterest of, ar on behalf of, any und(scfosed person, partnership, company, associat�on, organizat�on, or corporat�on, that the bid is genuine and not coliusive or sham, that the b�dder has nat directly or ind�rectly mduced or solicited any other bidder to put m a faise or sham bid, and has not directiy or indirectly colluded, conspired, conrnved, oc agresd w�th any bidde� or anyone else to put in a sham b�d, or that anyone shail refram from biddmg, that the b�dder has nat m any manner, directly or indirectty, sought by agreement, commurncat�on, ar cor�ference with anyone to fix the b�d pnce af fhe b�dder or any other bidder, or to fix a�y averfiead, profit, or cost element of the bid pnce, ar of that of any other bidder, or to secure any advantage agamst the pubhc body awardmg the contract of anyone interested �n the propased contract, ihat ali statements contained in #hs b�d are true, and further, that the bidder has not, directiy or ind�rectly, submitted his or her bid pnce or any breakdawn thereaf, or the cantents thereof, or divu(ged information or data relabve thereto, or pa►d, and wdl nat pay, any fee to any carporatian, partnersh�p, company associat�on, orgarnzabon, b�d depository, or to any member or agent thereof to effectuate a collusive or sham bid Signed � Thomas Abpfanaip, Sr Vice-Pres�dent Subscribed and swarn to before me this 2 n� day of AQ�� , 2012 .�- � � -- � � ��'�!'�___ N ta Pub ic in and for the County of K�tsap hmgton State �� - �'��' f }DE ��9 j, :,`' �,� aei �`x'd�9��'�Cj'. . s � : . .. • .. e ��i� 't �, ;o= ,. w �� {� ,�, : i-- = � ' t� ;' : �,,, �• � o,'` �' � s 'n •,• „ •, `� '�►� �O� i � 1 �O' •ass � � ``� �� 1 ,� '�'i��AiE d1�� ) � 5S } Crty nf8iemerton blarch 10lI Crosstawn Pcpelerre L�per Reach Reprrrr $F.�� , � � CERTIFICATION BY PROPOSED CONTRACTOR REGARDING EQUAL EMPLOYMENT OPPORTUNITY ln accordance with Chapter 56, Laws o# 1975 1st Extraordinary Session, � Cerkificat�on regardmg Equai Opportunity �s required of bidders or prospect�ve cantractors and their proposed subcontractors prior ta the award ofi cantracts or subcontracts � � � � � 1 � � � � � � � � Name af Pnme Contractor Stan Pafiner ConsUvct�on �nc Address 5107 State Hwy 3 SW, Bremer#on, WA 98312 Intemal Revenue Service Employer ident�fication No g1'�a78�9Q a. Contractor has parhGpated �n a previous cantract ar subcantract sub�ect ta the Equai Opportun�ty Clause b Compliance reports were required to be filed �n connect�on with such contrac#/subamtract Yes x No Yes x Na c. Cantractor has filed all compliance �eports required by Yes � No Execubve Orders 10925, 11114, 11246 or by regulations of the Equal �pporturnty Commissian issued pursuant to Titie VII of the Civil Rights Act of 1964 d if answer to item 'c' is "no", please explain fn detad m the space below CERTIFICATIO�1 I, the undersigned, ceRify that the �nformation above �s true and complete to the 6est af my knowiedge and bei�ef Thomas Abplanalp, Sr V�ce-President Name and Title of Signer (please type or print cieariy) S�gna ure C uy vJ`eremerzon C"rnsaros�n Prpel:ne Upper Renrh Repatr Apnl 2, 2012 Date �ilrtrrh 2U12 BF-l3 ' CERTiFICAT1t)N QF NON-SEGREGATED FACILITIES (Applicabfe to federally assisted canstruct�on contracts and related subcontracts exceedmg $10,Q00 which are not exempt from the Equai Opportun�ty dause } The federaUy assisted construction contractor cert�fies that he does nat mamtain or provide for h�s empioyees any segregated facdities at any of his establ�shments, and that he does not permit his employees to perf'orm their services at any location, under his control, where segregated facihties are mamtained. The federaliy assisted constructron cantractor certified, further that he w�ll not maintain ar provide for his emplayees any segregated fiacilities at any of h�s estabi�shments, and that he wiil not permit his empl�yees to perform #heir serv�ces at any location, under h�s control, where segregated facdit�es are mamtamed. The federally ass�sted constrvction contractor agrees that a breach of th�s cert�fication rs a violation of the Equal 4pporturnfy ciause in this contract As used in this certificat�on, the term "segregated facilities" means any waiting rooms, work area, rest rooms and wash rooms, restaurants and other eating areas, time cfocks, locker rooms and other storage o� dressing areas, parking lots, drinking fountams, recreat�an or entertamment areas, transportation, and housing facilit�es p�ovided for employees which are segregated by exphc�t direct�ve or area, m fact, segregated on the bas�s of race, creed, color, or national origm, because of habit, local custom, or otherwise The federaily assisted construct�on contractor agrees that (except where he has obtamed identical cert�fications from proposed contraetQrs for specific time per�ods) he wil! abtam �denticai certifications fram proposed subcontractors pnor to the award af subcontracts exceed�ng $10,OOfl which are not exempt from the provisrons of the Equal Opporturnty clause, and that he wdl retain such, cert�fication m this file �'"�� ''..�..•�--.— .+��.--- _,,, Aprd 2, 2012 Sign tur Date Thomas Abplanalp, Sr Vice-Pres�dent I�ame and title of signer (piease type) NOTE THIS FORM SHA�L BE COMPLETED !N FUL� AND SllBMITTED WlTH THE BID PROPOSAL END Q� BID FORMS Cety oJ Bremerton tlarch 1Ut2 Gassrown P�pel�ne UpperReacir Repav 6F-18 ' •..-�-�-� � ' t�,�ar � ' � � � � ' �� ' e y✓' � ' BID 80ND KNOW AlL MEN 8Y THESE PRESENTS, That Stan Palmer Construction. Inc _ as Pnncipal, and Travelers Casualty and Surety C°m�a�y af America asSurety,are hetd and firmly bound unto C+iy of B�emerton here�nafter catied "OWNER," �n the sum of Five Percent t5�) af Sid Arnount do(lars, (not less than 5 percent of the total amount of the BEd) fa� the payment of which sum, well and truiy to be made, we b�nd oursefves, aur he�rs, executors, admmistrators, successors, and assigns, �a�ntly and severally, firmly by these presents WHEREAS, sa�d Pnncipa! has subm�tted a B�d to said OWNER to perform the WORK required under the bidd�ng schedule{s) of the OWNER's Contract Qocuments entiUed Crosstown PipeJrne Upper Reach Repair. !f the Pri�cipai �s awarded the S�d and, w�thin f 0 calendar days after receipt of the Contract Document fo�ms from the OWtJER, fads to provide the CIWNER with the duly executed Agreernent, the duiy executed Certiflcates of insurance, the duly executed Performance Sond and the duly executed Payment 8ond, a11 as spec�fied �n the Contract Dacuments, then the Surety shall, w�thaut condi�on and w�thm 3D calendar days frorr► wntten demand frcrm the OWNER, pay to the OWNER in U S funds, by certified or cashiers check, the tul! amount of this B�d Band This 8ond shall be irrevocable fior 90 days after the b�d openmg, as deflned in the Contract Documents The Surety stipulates and agrees that the abiigahon af said Surety shall in no way be �mpaireci or afFected by an extension of the time within which the OWNER may accept such bid and Surety further waEVes not�ce of any such exkension In the event su�t �s brought upon this bond by said OWNER and OWNER prevads, sa�d Pnncipal and Surety shaA pay ali costs incurred by said 4WNER m such suft, mciud�ng attorney's fees and costs to be fixed by the court SIGNEQ AND SEAIED, th�s of _ April ,�p 12 Travelers Casualty an� Suret�^ S�.an �almer Construct�.on, Inc (SEAL� Campar�y of Ame�:.ca {SEAL? {Pnnc�pai) (Surery) __,�-�� ay � �,:.� By � ��- �,�r�._ ThQmas (��9nature}Abplanalp, Kaxen Swanson�ssg aturej Attorney-�r,-F�c� {SEAL AIVt� NOTARIAI� ACKN(�WLEDGMENT OF SURETY) Address of Surety to wh�ch all notzces shai! be sent Travelers Casualty and Surety Company of Amerac� 150I Fourth Avenue, Suite 1650 Seattle, WA 98154 Address for Sernce af Process (must be a physicaf address} Travelers Casualty and Sarety Company of America 1501 Fourth Avenue, Suzte 1650 Seattle, WA 9825� C:t} nf Sremertvn Crossronn Pe�elrne t<pper Reach Re�rer 4lareh 2012 SF 1 [ RED � PnWER OF�TTORNE� T �� Farrningtoii C.�tivaliv Cumpan} Sf Pun! lYlercury Insurance Compun_y Fidetity and Guarantv Insurance CoTi�pant 'fra�eters Casualtv and Surety Company Fidehty ttnd Guarsnty tnsurance tinder�vrtter5, (nc Truvelers Casualty and Suretv Company nf �menca St Paul Fcre nnd ?�Iarine ii�surance C'ompany United States Fide6ty and Guaranty Company Sc. Paut Gu�rd�an Insurancc C�mps�n} �tinrne�-Tn Fact No �`3��i Certi�eute Nu V � �F � � v�' � � � Kiv`OtY ALL D1EN 8Y Tt�SE PR�S6tiT5 'T[iat 5s Paul FFre aad'�tanne Insusance ��mp7ny St Par�i Guard�ua Iusurance Companp aud St Paul l�lercury Insurance Cotnpuay ar� Lorporauons auIy arv��mzed undec ahe taws uf �he St�ie of'vI3nue�oca, �hat E arm�ngtan Casualty Comp.ury Travefers Casualty und Surery Company, and Tratielers Casu�ln and Suretp Campany ot America are corpurauans �iuty oraanuml uader the laws ut tha Stare of Conneettcut ritat Unit2d 5tates Fidelity surd Guaranty Conapany is a corpurat�o�i duty czrgAn�zed under tha tatic a of the SEate caf h4azytttnd ttrac Fidetity �nd Gus�rr.u�ty Insurance Campany ir a curpor�tion duly oroanized under the taws of thC SL�te of Iowa, and that Fzdel�ty anil Guaranry insutance Und�rwt7[ers Inc , is ,t cotgornt�on duly orgaruzed undet the la�vs of the State of Wisconsxn (he�in c�ilect�tielti c,all�d rhe''Compames') and [hat die Co�npnmcs dca herehy maF.c ean�tztute �nd °��spoEnt Enc Zrmmerman, Karen Swanson, Brent E Hedesen, Anne E Stneby James B Bmder, Peter J Comfort, Jennifer L Snyder, Julie R 7ru�tt, Peggy A F�rth, Tamane EHingsen. Steve Mannkov�ch, Chnstopher Kanyon, Jamie D�emer, and Brady Monarty uf �he (,ity ot "[,r►COtnt , Srat��:# W,S�hin�Lon , the�r true and lawful Aaome;tsl-�n-Fact each tu thc.tt .Upar<�te ca�acitti' it mnr� flsap one zS r�arttul abume ro ii�tr, eXCCUts:, ;eaf ttnd acl.nnwteclae ,tny an� ali b�3nd� reco�nfatuicev conci�t�ona! undett.3ktngs and other unss�g, obi�Jator} in the n�n�rc thrreat on heh�lfc�t the Compa�a�es in theu busi�iess i�f �uAi�7nt�ang che fidelitY qf percnns �t+aiai�teeang kl�e �;rfvrmanee nt cantra4ts and e�e�uking ar �u�ranteerng bonda uncl �ntlerta#titios requireci or perructtc�t in any acnons or prrur,�J�n�; allottied by law I'�t WI1'NE5S 4VHFRFOF tlte t ompan�es h ive e iu$ed thfc m4nums.nt �o be ,i�ned �nJ thcie c,prporate �,�si, tCr t�e hereta affixed this ��th da� ur Au 2pl 1 E'anuin�;lun CusuaEtv Lompany N3dehty �nd Guaranty Insorunre �ampuny Fidelfty and t;uarantt Insui 4s�derr+nters, Ia� 5t i'aul t+rce vnd �tarine [nsuran�e ('ompai�y St Paul Gnardian [naurance C'ompan�- St Pau! tiiercury lnsurance �ompany 'trAVelers Casu.�lty And Surety Company Tr��elers fi d5ll�Ily J11tI SUCCI� COI[1�3933y O�AII7�'I'tCH l,nited States Fidei�t} and Gaacanty Ga�n�anv r�rsu,��r �os ��ir �.K,„x� + ,N.r� q �ra. � �`,°�. ,, c , , � � �o � ,{ �r� � s a - , ^a J A "" 6 � ��tv'� { A S 2�' Q .�t .fR f� '�tfB � a ° r Learo N a, � r £c� dw� � ,�1. '� '� � �� a iy'nzL' � a � � 13+! � �� l �\' i n < �� ay . *� a � � 195t .g � , �� l�� t�e'f ��., ? �y G3HN� @ q Q G� $ � 18�6 ...,,. f �� -�+�.� `�.1�. Aw�� r -" � a A ��a h •,� Stace af Cunnectre,st C�ty �[ Hattt��rd Sc �y - C'reor� 4 7hotnpson eniut i�c Prec�dent t� ��„ � __30th � � AUgUSt 2Q11 t�efcaie nte pC�^aottat[y a�tpeared Cs�tgz .� Thtampeem wha acknowltdged IiFmvcif to tk rhe S�niar V�c� Pres�clenc bf Farnun�t<rEi Ca�uaiiy C.unZpsr��, Pidelitt m�d i�uarastty 3nsur�tns.e Cnmpeny, Pi�3�l�ty aad Guaranty im�irance t�i�detwr�tere [tar. St Pau1 F�ra �nd 'Vla� tnsuEance Campan� Sc. F'uu! Gaac�ii�n [munincc Ce�rnpany 5t F'aul :vieru�ry t�ssura�ace Cump�ny, Trauc,ters Casua3Ey antl Sure^tv Coir paav, Tnzv�l�.rs �asuaity tina �urety t'r�m��sy c�f ��t5�i�aa di,eS U{�nee1 Statcs Fi;Ie.Lty and Guaranty Cnmpttny and that Ete as such beir�g ,�udionzeci aa ta dca, u�ecvred tYz� taru�;tun� ssk�trumtnl F�r tlze parpnFF> theo�ein �c��t�u�ad by si�r.in, ct4� t�ehal�oF the �c3rporateaz7e be h��n�elt as ��lV ati�thcrn2ar9 t��ce� In Yk�t��ess �tihcrec�t, ! htreur,to set i�iy S�and antl alfi��.il .� il hiv Commi.si�n eFpires th� 3t}th day c�t te�ne 2Clib �, TET � .�� t/Bt1t+ rk �17VFCt�' _ _ tJ�► � . ..aCJ��t,t.�..•1 �Sane C Ttcrtault S�tary Puhhc 584 1� t�rinted �n U S A '�H16 P�3WER C1F ATTORt�tEY IS INVALED WITMOU � T`iE FiED 60ft�ER WAANING THIS POWER OF ATTORNEY IS INVALID WITNOUT THE RED BOiiDEft This Power of ,�ttomey is granted under and by the au�honty ot ene following retiotuctons adnpt�d by .he Bc�ards of LhLectora of Fdrmin�tnn Casuatty Companv Fieiet,cy and Guarnney Insizrance Company, Fidel�ty .utci Guaranty lnsurancz Und�runren [r�c St i'aut T-`are antl 1�Iznnc Insurance Cou�any St Pau! ruazdtan (nsurancc Compuny St Paul WFercury [nsuran�e Company Travelcr� Canualry and Su�ty CamE>anti Travelers Casualry snd Surety Cnmpany uf �nenca, and l�tut�d Sli3tes Fidehty and Guumney Compan� which se�olutin�s u� ciuw �n full force and nftecc readme 'ts follo�vs RESQLVED, that the Chaulnan the Pres�dent, any 4tce Cnatmzan anv Ececuti�e �ue P�evcient, any Senior �ice Preszcleat .anv Viia pre,ident any Second �ce President, the Treasurer any P.ssistant Treasurer the Corporate Secret�uy ar �ny ass�scanE Secretazy may appnint Attomeyti in-fiact and A�e�us ro act for and on behalf of tlte C�mpanp x�J may gitie sueh appouitee tuctt authonty as his or her cenific.�te of �uch�nt} mae� prescube to stgn u�ith the ComQany s n.une and ,eal with [he Company s sea! bond� recogmzances cantracts of iadeuanirv and other wric�ngs oblfedtorv �n the aature of a twnd recugn3z,u�ez ctr eond�t�ona[ undenaking, and any of said ot�cers or the Board of Duecturs at ant trme may remove any svch appoimee and ievo}..r the power g�veu h�t ar her, anil it �; FURTHER TtESOLVFD thrtt the Chairman, ttia Preai�Ient, Any Vice Cha�rman, anY Lxecuti�e �ice Prcs�dent, any Sentor 1�ce Presidea[ or �ny �ict Presa�lent may delegate all or anp p.ut of the foregoin� authonty tu one or moie officer� nr employees �Y thts Company provadecl thai euch such detecatic�n �s m.ennn� and a c�py chereof is filer! in the o�ce of the Secretary and u �; FURTHER RESOLVED, that anp bon�i, reco�nu.�nce, contrfu;t ot iademnicy, or �vnttng obLgstory in the nature oP a band, meogwzan�e ar coadiaonal undenatung sliatl be vaLd and btndmg upon t�e Company uhen (a) signed by t�e Pre�iden4 iny Urca Chauman aay E.xecuuve �ite Pr�stdent, any Sanior Vice Prcs�deut or any Yice Pnesident anp Sec-ond �ce Pres�dene, ihe Traa�urer any Assissant Treasurer, the Coiporate Setret,�ry or any Assistant Se,cret try and duly artested and �eale�l with the Company'� seal by a Secretar}j or Assiatant Secretary ctt (h) duly executed Sunder seai, if reqmred) by one or mnre Attome}sin-Facs .u�d 4gent,a pursuanc to the pewec pmscnbed in hts or her ctrttficate ar theu �eruticatea af authonty ar by one or more Company officers pursu�nt to a written delegatian ot authnnry a�d ii rc i � � � ' I� � I� ' � � 1 ' FURTHER RESOLVEB t6at Ehc, signarurt nf each of the foll��wu�g officcrs Przstdent, �m Execunve �ce Presiden[, �ny Senior Vice Pmsident, any Vice Prevdent, any Ass�stant irice Pree�deut .uiy Se,cretart, any Assist�nt Serretary and the se.al ��f the Compdny may be af�ixed by facs�m:(c ta any Pot3er nf Attorazy or rc� any iertificata rcia[�ng th�reto epp�inung Re�ident Vi�e Pres�deou, Resident Asvsstnat Secretanes ��r 3ttvrney5-�n-Facr foc purpoaes aniv of execuune ancl attesung bonds and untlertakiags �nd other wnt�ngs nbt�gator; zn die nature tl�emot and any such Puwes of Aaorncv or cerntieate beann� su�ch facsim,te s�gnature nr facsiemle seal sha11 be 4alid aiid biad�ng upon the Campany �md any such puNer s� executed anc! ccrttfied hy cuch f�estm�te signa4ure an�i lac.�imile scd! shaIt br v�isd and b�nd3ng u« the Comgany in thz. fuw�e wrch icsp�ct to any ho*�d or uader.Ctanding tc� wtu�h i� a�, ate�c,heci t, Kev�n E HughzY, che upders�gned, As�tstant $eci�tan, oi Fartmtsgton Cantaltv {'ox�ip�n; FedeLty .�n� Guunuitv Insurance Cc�mpa�cy Fidality uncl Gunranty insiarance Undzrunters, Iu6 , St Pttul Pu� and Manne Ir�uran�c Company �t Paal C;uarrli�n Insuraiice Con2p tnv Sf RruI �tertur} InSUran�e C'�m�;ut� TraoeEe�s C:�suaicy and Surzty Com�any Traveters Casuuit} and Surety Company ot �menin .uid [:n�ted 5sate� Fidet�cv and Guaranty Companv da herehy cc,rtity ch3t rhe abotie and �oregomg ts a�rue and earcect �apv e�f thr Power of �ttorney executed b} >azd Companies �alitch is u� futl fare,e ind efrect �nd has not been revok2cl IN TEST1nIOVY t�'HEREOF I haVe hereunto 5et m} hanc3 and a�ieid thL �u�l� r�t saud t.t>m{�Guueti thi� _., r ,�,,,, duy uf ,� �?(� !«��.. �"' � Ke� in L Ha�hes AS�ist:nt Sec� ta_ ��w&ue�� tiyi'��4� T �� a��9bi yr�tvn�a�i 4SC ,S,f?�uf0 Z 1 �� o ��9n� W�16� � i �,n*",,,A'r'''�„ t�a q0 °e�aar r � �� ` �� t �i�� '<y4� � g � y��./p g� �.95� ��ye�� .�,.$EAL,of � -_... � 1 coHK, n .^.�# � v, l836 y, a � � i-a d a `� p�� x. r� �i 1�' s t , fi.�•,c5 � ti:.: �'�� it � r� `�1 N� f � Akt�o�'" � , �� A Tu kerir} ihe autttcnttcit} of t€eis Pnwer of r�ttoaney eail 1-8�0-4? t-'�8�(1 or ec�nt��t �� as ti44v�v rrutielersbca�rct cot� Piease r�t.r t�� Ene �r�orne5-Is2-t=acE uuuibes tl�c abotie-named indittduels xnd he detaisc pf the bnud tt� 4vtvs.ti the �wer as attache�l ' � ��;� i^;�`Y' ' ' ' � ' ' 1 � ' � � � ' CONTRACT (page 1 of 3) n� THIS AGREEMENT is dated the "` day of � 1n the Year 2012 by and between City of 9remertan (hereinafter called CITI� and � Stan Palmer Ccnstruc�on Inc (hereinafte� called CONTRACTOR) CITY and CONTRACTOR� tn consideratlon of the mutual oovenaMs hereinafber set forth, agree as follows: ARTiCLE 1. WORK. CONTRACToR shall complete the WORK as specifted o� i�dlc�ated in the CITY's Co�ract DocumeMs eMitled Cresstown Pipeline Upper Reach Repair ARTICLE 2 CONTRACT TIMES. The WORK shali oblain SubstaMial CompleUon within 180 calendar days from the commencemeM date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set fo�th in this agreeme�. This provision has bee� speciflcally negoUated. ARTiCLE 3. UQUIDA7ED DAMAGES. CITY and the CONTRACTOR recognize that tlme is of the essence for this Agreement and that the CITY vinli suffer finarx:ial loss if the WORK is not compieted w�thin the �me specifled in Arttde ; herein, plus aml exfiensions thereof allowed in accordance wdh Sectton 1-08.8 of the Standard Specrticatlons which may be modfied by the Special Provisiona They also recognlze the delays� expense. and d�ficukies irnoNed in prowng in a legal proceedtng the actuai loss suffered by the CITY �f the WORK is �ot completed o� tlme. Accordi�ly� inst�d of requtring arry such proof, the CONTRACTOR shall pay the CITY Nquidated damages in the amount of $2000 per day after the date of Substan�al Complefion. �:� a, - � �� ARTICLE 4. CONTRACT PWCE. CITY shall pay CONTRACTOR fo� compie�on of the WORK in aocordance rnnth the Contract Documents in the amount set forth in the 8td Proposal. which shall include sales tax as provided in Section 1-07.2(2) of the Special Prov�swns. ARTIC�.E 5. PAYMENT PROCEDURES. CONTRACTOR shali subm�t ApplicaUons for PaymeM in accordance wdh Secttcn 1-09 9 of the Standarc! Speciflcatlons whlch may be modfied by the Special Proviswns. Applicabons for Payment �nnll be processed by ENGINEER as provided m the Speaal Provisions � Contractor infials Gty ojBren�erron Crostrown Plpeluu Upprs RtacA Repa►r .1/arch 20/2 CF-1 , CONTRACT (page 2 of 3} ARTICLE 6. CONTRACT DOCUMENTS. The Contract Oocuments which comp�ise the entire agreement between CITY and CONTRACTOR conceming the WORK co�s(st of this Contract and the foliowing attachments to thls Contract o Nobce Inv�tng Bids. o Bidders Checklist, o Bid Proposal including the Proposal Forms, I�ortna6on Required of Bidder, Bid Bond, and all required certificates and affidavits, o Pe�formance Bond� o Paymecit Bond, o Standarcf Specrticatlons, o Amer�dments to the Standarcl SpecficaUons. o Spectat Provisions. o Contract Plans. o Addenda r�umbers � to �, i�clusive. o Change Orders which may be de1'rvered or issued after Effectrve Date of the Agreemerrt and are not attached hereto. There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in SecUon 1-04 4 of the Standard Specficatlons which may be modfied by the Special Prov�sions ARTICLE 7. INDEMNIFICATION. The CONTRACTOR and CITY acknowledge and agree that they have negotlated the following in acoordance wrth the requirements of RCW 4.24115 and the CONTRACTOR specifically waives his �mmurnty under industnal insurance under Title 51 RCW To the fullest extent pertnitted by Laws and Regulatwns, the CONTRACTOR shall indemrnfy, defend, and hold harmless the CITY, ENGINEER, the�r consuitants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from arry and all claims, in�unes, damages, losses or swts, includmg all legal costs and attomey fees, all claims and liabddy arising under, by reason of, retated, or mcidental to the Contract Documents or arry peiformance of the WORK, but not from the sole negligence or wdiful m�sconduct of the CITY and/or the ENGINEER as tucther defined in the Contrad Documents. The provisions of this secGon shal) surnve the tertrnna�on of the co � Con ractor Irn6ais Clry ojBremenae .1lairh :Ol1 Crourown fhpehne Uppe► Reaeh Reparr � CF 2 � � � � ' ' ' � � � � ' ' ' ' ' r�� . ' ' 1 ' �� 1 ' CONTRACT _ (page 3 of 3) ARTICLE 8. ASSIGNMENT No assignment by a party hereto of arry rights under or int�eresffi tn the CoMrad Documents �nnll be ' b�nding o� another party hereto without the wr�tten conse� of the pairty sought to be bound; and specfically but withait IimitaUon monies that may become due ar� monies that are due may not be assigned without such conser�t (except to the extent that the effect of th(s restric6ion may be Iimited by law), and unless specfically steted to the cor�trary (n any written conseM to an ' assignmeM, no assignment will release o� discha�ge the assignor from any duiy or responsibility under the Contrad Documer�ts. The CIN, in its sole discretlon. may refuse to allow the CONTRACTOR to assfgn any or aU of i1s duties, �ights and/or responsibili�es under the ' Agreemen� except with regards to an assignmeM of funds for security purposes. In the case of an assignme� for securdy Purposes the CITY may condiUon its approval to the exte� it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. � 1 1 �J ' ' 1 ' ' , � � ' CI1Y and CONTRACTOR each binds itsself. its partners� sucxessors, assigns a�d legal representatives to 1he other parly hereto� ds partners, successors, assigns and legal representatives in resped of ali covena�,s. agreemeMs and obligatlons contair�ed in the Contract Oocuments. IN WITNESS WHEREOF. CI'TY and CONTRACTOR have caused this Agreement to be executed the day and year flrst above written. cmr : By Attest C�ty of Brenrerron Cro�srown P7ptlurs Uyper RaucM Repoir CONTRACTOR Stan Palmer Construction, inc. ey _ Thoma RATE SEAL] planalp, Sr vice-Pres Attest dey egar , dness ,r� � �� r '�� Address fo� grving notices • 6 - 5107 State Hwy 3 SW, Bremerton, WA 98312 License No. ST-AN-PC= 202NF ` J AgeM for service of process. Propel Ins ura n ce A/o,rA 10/2 CF-S 1 Address for groing nqpces I' M ��7 �A�1 N.d �': . �,.Pr�v►0 �W► wfa q�3f� � 0 CONTRACT CERTIFICATE (if Corporation) STATE OF Washington � ) SS: COUNTY OF IQtsap ) I HEREBY CERTIFY that a meetlng of the Board of Dtrectors of the Stan Palmer ConstrucLon, Inc. a corporation 20 O g under the (aws of the State of Washington � held on November 29, ,�� e follc�wtng resolution was duly passed and adopted: "RESOLVED. that Thomas Abalanalp � as Sr Vice- President of the Corporatio�, be and is hereby authorized to execute the CONTRACT dated 4/19/2Q12 2012. by and beiween this Corporation and City of Bremerton and that hisfher execudon thereof. attested by ihe Secretary of the Corporatlon. and wdh the Corporate Seal affixed� shall be the oHiciai act and deed of this Corporafion." I further cerUUfy that said resolution is noNV tn full force and etfect. IN WITNESS WHEREOF. I have hereur�to set my hand and aftixed the offidal seal of the corporatlon this 19 W . day of Apn� , 2012. , � ,. . , _ _ �_.� �. � , % Secretary Sandra Tappan i �` � (SEAL) Crry nj8rcmnroa C rossrown Pfptllne Upper Rrach Rrparr , t, 1 �� .t/arch 2012 CF-t ��;�;. 5 '`; � ' � � � � p "s� :� — �{ :: _:: .,;. � � 1 � � �*�� ' �I I�I � , . PERFORMANCE BOND (page 1 of 2) Bond No 105761662 C � ' ' ' ' ' KNOW ALL MEN BY THESE PRESENTS, That Stan Palmer Construction Inc as CONTRACTOR, a�a Travelers Casualtv and Suretv Company of America as $Urety, are hetd and flrmly bound unto City of Bremerton hereinafter called "OWNER ° tn the sum of Two Million Three Hundred Fiftv Six Thousand Six Hundred Seventeen and 83/100 -------------------------------------------------(Sa 83) do[lars, for the payment of which sum, well and truly to be made, we bind ourseEves, our heirs, executors, adminisdators, suc�essors, and assigns, jointly and severally firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about ta enter irtto the annexed Agreement �nnth said OWNER ta perform the WORK as specfieci ar indicated in ihe Contract Documenks entitled "City of Bremerton, Departrnent of Puhlic Works and Utili�es, Bremerton, Washington� Crosstown Pipetine Upper Reach Repair"; now, therefore, In the event CONTRACTOR fails fo 6mely or properiy perform any of the requ�rements of the Contract Documenis at the tlmes and in the manner contained tf�erein, lhe Surety shall be liable under this bond up to the amount af the band 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 tn excess of the Contract amount due to the CONTRACTOR'S fadure to camply with any contract or permlt condit�ons or other applicable laws and regulabons. The Surety agrees that w[thin 30 calendar days of raceiving nobce that the OWNER has declared ' a CONTRACTOR default and formally terminated the CONTRACTOR'S right to cornpiete the Contract pursuant ta its ierms and condihons and that the CONTRACTOR has defaulted on aIl or part of the terms guaranteed by thES band, the Surety shap erther. � ' 1. Nobfy the OWNER in writing of ds intent to cure the default itself wrthin a reasonable pe�iod of time acceptable to the UWNER. The OWNER agrees to pay the balance of the Contract price ta the Surety in accardance Hnth the terms of the Contract, or 2. Tender to the OWNER the demanded surr�, up to the amount of fhe bond. However, tf the amouni necessary for the OWNER ta cure the default is less than the amount tendered, the OWNER wnll retum. without interest, any overpayment to the 5urety. ' PROVIDED, that any altera�ons in the WORK to be done or the matenals ta be fumished, or changes in the iame of comple�on, which may be made pursuant ta the terms of sald Contract Documents, shall not in any way release saId CONTRACTOR or said Surety hereunder, nor shall ' any extensions of �me granted under the provisians of said Contract Documents, reEease e�ther said CONTRACTOR or said Surety, and notice of such alteraUons or extens�ons of ihe Agreement is her+eby wa�ved by satd Surety. ' :�` ' The abl�gat�on of the Surety shai{ include reimbursmg the Ctty far all costs and expenses, (lnctuding, but not lim�ted to fees and charges of eng�neers, arch�tects, attomeys, and other professionals, and court costs rf Iitigation �s commenced) incurred by the OWNER in er�forcing lhe provisions of this Bond. Crry of Drem�rton Alarcl+ 20J2 Crossfnxn PlpeGne Uppw Reuch Repa�r CF•9 ' ' . v , � ' 1 ' ' ' PERFORMANCE BOND (page 2 of 2) The CONTRACTOR hereby agrees that the CONTRACTOR'S obbgat(on to perfomn ihe required work is not limtted to the amount of funds heid by the Surety. This bond is irrevocable and cannot be canceled by tF►e Surety orthe CONTRACTOR. This bond shail remain �n ful! fo�e and effect until the obtigations secured hereby have been futly performed and un4f the bond is released �n wnting by the OWNER at the written request of the Surety or CONTRACTOR. IN WITNESS WHEREOF, we have hereunder set our hands and seals this 19th day of April , ZO 1 � ` � Travelers Casualty and Surety t$�L� Stan Palmer Construction, Inc Company of America . (CO OR) (Sure ) By: By: (Si atu EAL) (Signature and SEAL) Thomas Ab�plana�l��p�,� Sr. Vice—Pres �ren Swanson, Attorney-in-Fact (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) � ` , ' Address of Surety to which afl no�ces shall be sen� T=a�ele=s Casualty and Surety Company of America 1501 Fourth Avenue, Suite 1650 Seattle, WA 98101 , ' ' � ' ' ' ' Address of Surety for servlce of process: (must be a physica! address) Travelers Casualty and Surety Company of America 1501 Fourth Avenue, Suite 1650 Seattl,e, WA 98101 .�� Gq� ojBremerton Crossrawn P�pelme Uppw Reach Rcpa�r dlarch 2012 Cf 1 D ' , ' � �J ' � r , Bond No 105761662 PAYMENT BOND (page 1 of 2) KNOW AL� MEN BY THESE PRESENTS, That Stan Palmer Construction, Inc_ aS CONTRACTOR, and Travelers Casualtv and Suretv Company of America �S SUf61y, are hetd and firmly bound unto City of Bremerton het�einafter cailed "OWNER ° in the sum of Two Million Three Hundred Fifty Six Thousand Six Hundred Seventeen and 83/100 ----------------------- -------------------------- ($ 2 . 356,617 83) d��al'S, inr the payment af which sum, weli and truly to be made, we bind oursefves, ou� heirs, executors, administrators, successors. and ass�gns. jom#ly and severally, fiRnly by these presents. THE CONDITIONS OF THIS OSLIGATION ARE SUCH. that said CONTRACTOR has been awarded and is about to enter into the annexed COi�!'i'RACT with said OWNER ka perfoRn the WORK as specfied or indccated m tiis Contract Documents entltt!!ed "City af Breme�ton, Department of Public Works and Utilities, Bremerton, Washington, Crosstown Pipeline Upper Reach Repair'; now, the�fare. ' if said CON7RACTOR, or subcontractor, fatls to pay for any matenals, equipme�, or other suppl�es, or for rental afi same, used in connec�on wdh the performance of wark contracted to be done, or for amaunts due under appEicabie State taw for any work or iabar thereon, sa�d Surety wdl pay for the same in an amount not exceeding the sum specfied above, and, in tlie event suit is ' brought upon th�s bond, reasonable attomey's fees to be fixed by the court. This bond shail inure to the benefit of any persons, companies, or corparations enttded to file clatms under applicable State law so ss to give a nght of action to them or their assigns in any suit bmught upon this bond. ' PROVIDED, that arry afterat[ons m the WORK to be done orthe materiats to t�e fumished, or changes in the Ume of completion, which may be made pursuant to the terms of said Contract Documents. shail not in any way release said CONTRACTOR or said Surely thereunder, nor shall ' any extensions of bme granted under the provisions of said Contract Documents release erther said CONTRACTOR or said Surety, and notrce of such alterat�ons or extensians of the CONTRACT js hereby waived by sald Su�ety. � � ' 1 �F_R ' The obligat�on af ihe Surety shall include reimbursing the Ciry of all costs and expenses, (induding. but not hmfted to fee and charges of engineers, architects, attomeys, and other professtonals, and caurt costs if I�igabon Is commenced) incurred by the �WNER in enforcmg the provisions of this Bond. CJry of Bremerlon Llorch 2012 Croutotivn Pipeftne Upper Rerteh Repu(r CF'� � ' ' • . , _ LJ , PAYMENT BOND (page 2 of 2) ' IN WiTNESS WHEREOF, we have hereunder set aur hands and seals this l9tn day Of Apri 1 , 2012. Travelers Casualty and Surety � Stan Palmer Construction, Inc Company of America N (CO 70R) {Sure ) By: BY: - � ( na SEAL) (Signature and SEAL) _ , Thomas Abplanalp Sr Vice �ren swanson, Attomey-in-Fact (SEAL AND NOTARlAL ACKN0INLEDGEMENT OF SURETY) �, � � � , ' AddrBSS of Suraty ta whicli a!I n�tices shall be sen� T=a�elers Casualty and Surety Company of Amerxca �� 1501 Fourth Avenue, Suite 1650 Seattle, WA 98101 , � � ' � ' � � � � ' Address of Surety far service of process Travelers Casualty and Surety Company of America (must be a physical addre5s) isoi Fourth Avenue, su�te 1650 Seattle, WA 98101 END Q� CONTRAC7 FORMS �=`-=I � CNy of Bremuton Crossroum P�prlu�e Upper Reorh Repcfr arQ,� zun CF 12 �� ' � ATTORNEY THE POWER OF ATTORNEY TRAVELERS Farm�ngton Casualty Company St Paul Mercury Insurance Company F�delrty and Guaranty Insurance Company 1Yavelers Casualty and Surety Company F�del�ty and Guaranty Insurance Underwr�ters, Inc 'IYavelers Casualty and Surety Company of Amer�ca St Paul F�re and Manne Insurance Company Unrted States F�dehty and Guaranty Company St Paul Guard�an Insurance Company Attorney-In Fact No 223961 Cert�ticate No 0 0 4 4 9 5 5� 0 � � ' � KNOW ALL MEN BY THESE PRESENTS That St Paul Fire and Manne Insurance Company, St Paul Guardian Insurance Company and St Paul Mercury Insurance Company are corporarions duly organized under the laws of the State of Mmnesota, [hat Farnungton Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of Amenca are corporations duly organized under the laws of the State of Connechcut, that Umted States FideLty and Guaranty Company �s a corporation duly organized under the laws of the State of Maryland, that Fidel�ty and Guaranty Insurance Company is a corporahon duly organized under the laws of the State of Iowa, and that F�delity and Guaranry Insurance Underwnters, Inc , �s a corporat�on duly organized under the laws of the State of Wisconsm (herem collechvely called the "Compan�es"), and that the Compames do hereby make, const�tute and appomt � Eric Zimmerman, Karen Swanson, Brent E iiedesen, Anne E Stneby, James B Binder, Peter J Comfort, Jenrnfer L Snyder, Julie R Truitt, Peggy A Firth, Tamarie Ellingsen, Steve Marinkovich, Chnstopher Kinyon, Jamie Diemer, and Brady Monarty � � of the City of Tacc�ma , State of Washmgton , their true and lawful A[torney(s)-m-Fact, each m their separate capacity if more than one is named above, to stgn, execute, seal and acknowledge any and all bonds, recogmzances, condihonal undertakmgs and other wntmgs obhgatory m the nature thereof on behalf of the Compames m the�r business of guazanteemg the fidehty of persons, guazanteemg the performance of contracts and executmg or guaranteemg bonds and undertalungs required or� an�y<a��ctions o�r p�roceedmgs allowed by law ' ��° � ��' �� ''�,� �l� � � `��- .� �,� IN WITNESS WHEREOF, the Compan�es have caused [h�s mstrument to be signed d thetr cor�porate seals to be hereto affixed, th�s 30th day of August 2011 �"��` ' � � �� Farmm on Casualt Com an �� gt y p y � �� St Paul Mercury Insurance Company F�dehty and Guaranty�Insura�nc�Com�any,�� 'IY�avelers Casualty and Surety Company F�dehty and Guaranty Insurance Underwnters, Inc 'IYavelers Casualty and Surety Company of Amenca ,_ St Paul Fire and Marme Insurance Company Umted States F�dehty and Guaranty Company � St Paul Guard�an Insurance Company C� ' r � ,� O � GI.6� j � � a<y F\RE 6'� Q ��T 11 �NS4N Jp+ 1NSUqq4 tk PVP fY AN � �Y� �y f�ORPOR�) � W�'w ATf �,�£ w 9 �� a 5 � f1 � ��TED z �f F'� RPOR m� g � 1 9 8 2 O ,'� 9� � �' '^ Z -.... �. a HaRTFORD t °!lI�RIFOR0. � ��s; �' 1951 � � SEAL ,, o °� ,� SBAL a �, ca,N o �e N �� J �'S G� �'V I 6 � � O` d er � ti� � � LIfANGE !S . A °rs � �� N� � . � AH1 �nnu,„� r ' State of Connechcut Crty of Hartford ss � By Georg Thompson, emor �ce President On this the 30th day of August 2011 before me personally appeared George W Thompson, who acknowledged himself to be the Semor Vice President of Farnungton Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guazanty Insurance Underwnters, Inc , St Paul Fire and Manne Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of Amenca, and Umted States FideLty and Guaranty Company, and that he, as such, bemg authonzed so to do, executed the foregomg instrument for the purposes therem contamed by sigrung on behalf of the corporations by h�mself as a duly authonzed officer ' � In Wdness Whereof, I hereunto set my hand and ofFicial seal � My Commission expires the 30th day of June, 2016 � p�"� 58440-6-11 Prmted in U S A WARNING THIS POWER OF ATTORNEY IS INVALID � `�`(� c�r�;c.� e . � Mane C Teveault Notary Public THE RED BORDER ' WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Ttus Power of Attorney is granted under and by the authonty of the followmg resolut�ons adopted by the Boazds of Directors of Farmmgton Casualty Company, Fidehty and Guazanty Insurance Company, FideLty and Guaranty Insurance Underwnters, Inc , St Paul Fue and Manne Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of Amenca, and Uruted States Fidehty and Guazanty Company, wluch resoluuons are now m full force and effect, readmg as follows RESOLVED, that the Chauman, the President, any Vice Chazrman, any Execut�ve V�ce President, any Semor Vice President, any Vice President, any Second V�ce President, the Treasurer, any Asssstant Treasurer, the Corporate Secretary or any Assistant Secretary may appomt Attorneys-m-Fact and Agents to act for and on behalf of the Company and may give such appomtee such authonty as Yus or her ceraficate of authonty may prescnbe to sign with the Company's name and seal w�th the Company's seal bonds, recogruzances, contracts of mdemmty, and other wntmgs obhgatory tn the nature of a bond, recogmzance, or condmonal undertakmg, and any of said officers or the Board of Duectors at any t�me may remove any such appointee and revoke the power g�ven h�m or her, and it is FURTHER RESOLVED, that the Chauman, the President, any V�ce Chauman, any Execuuve V'ice President, any Semor Vice Pres�dent or any Vice Pres�dent may delegate all or any part of the foregomg authonty to one or more officers or employees of ttus Company, prov�ded that each such delegahon �s m wnung and a copy thereof is filed m the office of the Secretary, and it is FURTHER RESOLVED, that any bond, recogmzance, convact of mdemmty, or wnung obligatory m the nature of a bond, recogmzance, or condrtional undertalung shall be vaUd and bmdmg upon the Company when (a) signed by the President, any Vice Cha�rman, any Executrve Vice President, any Semor V�ce President or any Vtce President, any Second V'ice Pres�dent, the Treasurer, any Ass�stant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys-m-Fact and Agents pursuant to the power prescnbed m lus or her certificate or the�r certificates of authonty or by one or more Company officers pursuant to a wntten delegaUOn of authonty, and �t is FURTHER RESOLVED, that the s�gnature of each of the followmg officers President, any Execuuve V�ce Pres�dent, any Semor Vice Pres�dent, any Vice Pres�dent, any Assistant Vice President, any Secretary, any Ass�stant Secretary, and the seal of the Company may be affixed by facs�rrule to any Power of Attorney or to any certificate relatmg thereto appomdng Resident V�ce Presidents, Resident Ass�stant Secretanes or Attorneys-m-Fact for purposes only of execuung and attest�ng bonds and undertakmgs and other wnpngs obligatory m the nature thereof, and any such Power of Attorney or certi5cate beanng such facsimile signature or facsinule seal shall be val�d and bmdmg upon the Company and any such power so executed and certified by such facsimile signature and facsirtule seal shall be vand and bmdmg on the Company m the future with respect to any bond or understandmg to wh�ch u is attached I, Kevm E Hughes, the undersigned, Assistant Secretary, of Faraungton Casualty Company, F�delrty and Guazanty Insurance Company, FideLty and Guaranty Insurance Underwnters, Inc , St Paul Fue and Manne Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company ofAmenca, and Un�e,d�States Fide ��y�and G�u�aranty Company do hereby cert�fy that the above and foregomg is a true and correct copy of the Power of Attorney executed by said Compaiues,�which°is�n�fvll force effect and has not been revoked � X ��= � �� * �� -�� k� e IN TESTIMONY WHEREOF, I have hereunto set my hand an�d�a�ced the�seals of saz�d� parues this �_ day of , 20 � .� °�,�� G� � �s Kevm E Hughes, Assistant Sec tary � pyAp5pU�,_1��` qyn••� 'y F\FE 6 y' O�� 'NSG9 J p� INS�q eJP �TY qN �� Y� p[y �+P CT � 9 rEORFOR�) y i Q� n 4 9 E 4' a 3 ' �!1 � "^"'wm�eU m �/ �„ f m iv epRPOBAlt p� � � n i 9 s: 0 1977 � t z _._ � � wwrwao ww�ar+a �S � 11 Q�n Z - .� 6 ��Cy � 1951 ; SEALlo"j ��SBAL a ;� � o �� '" �� r N� � � 'i' co �r• r a t � o a° � s� .� � � ar � � F�NC C IS . AN� <s �*� �i �a� Ad� To venfy the authentictty of th�s Power of Attorney, call 1-800-421-3880 or contact us at www travelersbond com Please refer [o the Attomey-In-Fact number, the above-named mdrnduals and [he details of the bond to wluch the power is attached C� 1 1 1 � PART II ' WSDOT AMENDMENTS TO THE STANDARD SPECIFICATIONS 1 t Cl ' � ' ' , ' C� ' ' ' THIS PAGE LEFT INTENTIONALLY BLANK '� �' � ' ' ' � , � ' , ' ' , , C I � ' L� lI 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 INTRO AP1 INTRODUCTION The following Amendments and Special Provisions shall be used in con�unction with the 2012 Standard Specifications for Road, Bridge, and Municipal Construction AMENDMENTS TO THE STANDARD SPECIFICATIONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular pro�ect 1-01 AP1 Section 1-01, De�nition and Terms January 2, 2012 1-01.3 Definitions The defirntion for "Bid Documents" is revised to read The component parts of the proposed Contract which may mclude, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for pro�ects with Contracting Agency subsurface investigations, the Summary of Geotechnical Conditions and subsurface boring logs (if any) 1-02 AP1 Section 1-02, Bid Procedures and Conditions January 2, 2012 1-02.4(2) Subsurface Information The first finro sentences in the first paragraph are revised to read If the Contracting Agency has made subsurface investigation of the site of the proposed work, the boring log data, sod sample test data, and geotechnical recommendations reports obtained by the Contractmg Agency wdl be made available for inspection by the Bidders at the location specified in the Special Provisions The Summary of Geotechnical Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as part of the Contract 1-08 AP1 Section 1-08, Prosecution and Progress January 2, 2012 1-08.3(1) General Requirements The following new paragraph is inserted after the first paragraph Total float belongs to the pro�ect and shall not be for the exclusive benefit of any party AMENDMENTS TO THE 2012 STANDARD SPECtFICATIONS BOOK Revised 7/23/2012 1 1 3-04 AP3 2 Section 3-04, Acceptance of Aggregate 3 January 2, 2012 4 3-04.3(7)D4 An Entire Lot 5 The last sentence is deleted 6 7 3-04.5 Payment 8 In the second paragraph, the reference "Section 3-04 3(6)C " is revised to read "Section 3- 9 04 3(8)" 10 11 5-01 AP5 12 Section 5-01, Cement Concrete Pavement Rehabilitation 13 January 2, 2012 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5-01.3(2)B Portland Cement Concrete The fifth sentence m the third paragraph is revised to read The lower Specification limit for compressive strength shall be 4,000-psi The last finro sentences in the third paragraph are deleted 6-02 AP6 - Section 6-02, Concrete Structures January 2, 2012 6-02.3(17)F Bracing In the first paragraph, the phrase "per Section 6-02 3(17)I" is revised to read "in accordance with Section 6-02 3(17)I" This section is supplemented with the following new sub-section C-02.3(17)F5 Temporary Bracing for Bridge Girders During Diaphragm and Bridge Deck Concrete Placernent Prestressed concrete girders shall be braced to resist forces that would cause rotation or torsion in the girders caused by the placing of precast concrete deck panels and concrete for the bridge deck Bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engmeer for approval These braces shall be furnished, installed, and removed by the Contractor at no additional cost to the Contracting Agency The Contractor may consider the bracing effects of the diaphragms in developing the falsework/formwork plans The Contractor shall account for the added load from concrete firnshmg machines and other construction loadings in the design of the bracing Falsework support brackets and braces shall not be welded to structural steel bridge members or to steel reinforcing bars 6-02.3(17)F4 Temporary Bracing for Bridge Girders This section including title is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 1/23/2012 2 � � � ' ' ' I , fJ ' ' �J ' ' ' ' 1 ' , 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 6 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-03 3(7)A Prestressed concrete girders shall be braced sequentially durmg girder erection The bracing shall be designed and detailed by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engineer for approval The Contractor shall furnish, install, and remove the bracing at no add�tional cost to the Contractmg Agency At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation This bracing shall be placed pr�or to the release of each girder from the erection equipment If the bridge is constructed with cast-in-place concrete diaphragms, the bracing may be removed once the concrete in the diaphragms has been placed and cured for a mmimum of 24 hours 6 Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read The girders shall be braced in accordance with Sections 6-02 3(17)F4 and 6- 02 3(17)F5 6-12 AP6 Section 6-12, Noise Barrier Walts January 2, 2012 6-12.3(3) Shaft Construction The third sentence in the fifth paragraph is revised to read When efforts to advance past the obstruction to the design shaft tip elevation result m the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-12 5 6 Payment This section is supplemented with the following "Removing Noise Barrier Wall Shaft Obstructions", estimated Payment for removing obstructions, as defined in Section 6-12 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09 6 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Noise Barrier Wall Shaft Obstructions" in the bid proposal to become a part of the total brd by the Contractor If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment will be added to the payment calculations If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 1/23/2012 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract The Engineer will consider a time ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided in accordance with Section 1-08 3 6-14 AP6 Section 6-14, Geosynthetic Retaining Walls January 2, 2012 6-14.2 Materials The referenced section for the following item is revised to read Grout 9-20 3(4) In the first paragraph, the following items are inserted after the item "Gravel Borow For � Geosynthetic Retaining Wall" Polyurethane Sealant 9-04 2(3) Closed Cell Foam Backer Rod 9-04 2(3)A 6-15 AP6 Section 6-15, Soil IVail Walls January 2, 2012 6-15.2 Materials The referenced section for the followmg item is revised to read Grout 9-20 3(4) 6 Submittals Item f beneath item number 3 is revised to read Mix design and procedures for placing the grout 6-15.3(6) Soil Nailing This section is supplemented with the following The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813 These samples shall be retained by the Contractor until all associated verification and proof testing of the soil nads has been successfully completed if the Contractor elects to test the grout cubes for compressive strength, AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 1/23/2012 4 � ' ' � ' ' � � 1 � � ' ' � ' ' ' ' ' 1 2 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 6-16 AP6 Section 6-16, Soldier Pile and Soldier Pile Tieback Walls January 2, 2012 6-16.3(3) Shaft Excavation The third sentence in the seventh paragraph is revised to read When efforts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilling equipment being significantly reduced relative to the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-16 5 6 Payment This section is supplemented with the following "Removing Soldier Pile Shaft Obstructions", estimated Payment for removing obstructions, as defined in Section 6-16 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engineer shall evaluate the effort made and reach agreement on the equipment and employees utilized, and the number of hours involved for each Once these cost items and their duration have been agreed upon, the payment amount will be determined using the rate and markup methods specified in Section 1-09 6 For the purpose of providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" m the bid proposal to become a part of the total bid by the Contractor If the shaft construction equipment is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment will be added to the payment calculations If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency withm the original time of the contract The Engineer will consider a time ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided in accordance with Section 1-08 3 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 1/23/2012 5 1 6-17 AP6 2 Section 6-17, Permanent Ground Anchors 3 January 2, 2012 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6 Subrr�ittals The first sentence in the sixth paragraph is revised to read � � , � The Contractor shall submit the mix design for the grout conforming to Section 9-20 3(4) and the procedures for placing the grout to the Engineer for approval 6 Installing Permanent Ground Anchors The following new paragraph is inserted after the sixth paragraph The Contractor shall make and cure grout cubes once per day in accordance with WSDOT Test Method T 813 These samples shall be retained by�the Contractor untd all associated verification, performance and proof testing of the permanent ground anchors has been successfully completed if the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an independent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 J� 7-04 AP7 Section 7-04, Storm Sewers January 2, 2012 7-04.3(1)B Exfiltration Test — Storm Sewers The fifth column title "PE is revised to read "PP from the table titled, "Storm Sewer Pipe Schedules". 8-20 AP8 Section 8-�0, Illumination, TrafFic Signal Systerns, Anc! Electrical January 2, 2012 8-20.3(9) Bonding, Grounding The first sentence in the second paragraph is replaced with the following two sentences All conduit installed shall have an equipment ground conductor installed in addition to the conductors noted m the Contract Conduit with innerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor 8-21 AP8 Section 8-21, Permanent Signing January 2, 2012 8-21.3(9)A Fabrication of Steel Structures The first sentence in the first paragraph is revised to read � rG Fabrication shall conform to the applicable requirements of Section 6-03 and 9-06 This section is supplemented with the following z� AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 1/23/2012 6 � ' , � � jl � � , ' �I ' � 1..1 , ' ' � ' � 1 2 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 All fabrication, mcluding repairs, ad�ustments or modifications of previously fabricated sign structure members and connection elements, shall be perFormed in the shop, under an Engineer approved shop drawing prepared and submitted by the Contractor for the onginal fabrication or the specific repair, ad�ustment or modification Sign structure fabrication repair, ad�ustment or modification of any kmd in the field is not permitted if fabrication repair, ad�ustment or modiflcation occurs after a sign structure member or connection element has been galvanized, the entire member or element shall be re- galvanized in accordance with AASHTO M 111 8 Vacant This section including title is revised to read 8 Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6-03 and 8-21 3(9)F Section 8-21 3(9)F nofinnthstanding, the Contractor may erect a sign bridge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied The Contractor shall submit design calculations and working drawings of the temporary supports and falsework supporting the sign bridge near the location of the incomplete foundation to the Engineer for approval in accordance with Section 6-01 9 The submittal shall include the method of releasing and removing the temporary supports and falsework without inducing loads and stress into the sign bridge 2 The Contractor shall submit the method used to secure the anchor bolt array in proper position w�th the sign bridge while casting the shaft cap concrete to complete the foundation 3 The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remairnng portion of the mcomplete foundation, and remove the temporary supports and falsework, in accordance with the working drawing submittals as approved by the Engmeer 8 Foundations The eighth paragraph is replaced with the following three new paragraphs After construction of concrete foundations for sign bridge and cantilever sign structures, the Contractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shown in the Plans, and shall identify any deviations from the design geometry shown in the Plans When deviations are identified, the Contractor shall notify the Engineer, and such notice shall be accompanied by the Contractor's proposed method(s) of addressing the dev�ations, including removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlined in this Section, or fabrication repair, ad�ustment or modification, with associated shop drawings, in accordance with Section 8-21 3(9)A If the Contractor's survey indicates that a concrete foundation has been constructed incorrectly for a sign structure that has already been fabricated, the Contractor may AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 7/23/2072 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 remove and reconstruct the shaft cap portion of the foundation, in accordance with Section 1-07 13, provided the following conditions are satisfied The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engineer for approval in accordance with Section 1-05 3 The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existing anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged 2 All steel reinforcing bars, except for steel reinforcing bars extending from the bottom portion of the foundation to remain, shall be removed and disposed of in accordance with Sections 2-02 3 and 2-03 3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans All concrete of the removed portion of the foundation shall be removed and disposed of in accordance with Sections 2-02 3 and 2- 03 3(7)C 3 The Contractor shall ad�ust the primary shaft vertical steel remforcing bars as necessary in accordance with Section 6-02 3(24)C to provide clearance for the anchor bolt array Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown in the Plans, or have been modified in accordance with this Section and as approved by the Eng�neer to be compatible with each other, and the foundations have attained a compressive strength of 2,400-psi 8 Payment This section is supplemented with the following All costs in connection with surveying completed concrete foundations for sign bridges and cantdever sign structures shall be included m the lump sum contraet price for "Structure Surveying", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be included m the lump sum contract price(s) for "Sign Bridge No " and "Cantilever Sign Structure No " 9-04 AP9 Section 9-04, Joint And Crack Sealing Materials January 2, 2012 9-04.2 Joint Sealants This section is supplemented with the following new sub 9 Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 1/23/2012 8 ' ' ' , ' 1 , � ' ' � ' ' , � ' ' 1 ' 1 2 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 9 Closed Cell Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C 9-14 AP9 Section 9-14, Erosion Control and Roadside Planting January 2, 2012 9-14.6(1) Description Item C In the fourth paragraph is revised to read C Live pole cuttings shall have a minimum 2-inch diameter and no more than three branches which shall be pruned back to the first bud from the main stem 9-20 AP9 Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar 9 Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0 40" is revised to read "0 45" AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 1/23/2072 9 THIS PAGE LEFT INTENTIONALLY BLANK ' ' � , 1 , � ' ' , ' ' � ' t , ' 1 1 � m PART III SPECIAL PROVISIONS , THIS PAGE LEFT INTENTIONALLY BLANK ' u 1 u , ' � 1 ' ' ' , � 1 � ' � ' INTRODUCTION TO THE SPECIAL PROVISIONS ��****� The work on this pro�ect shall be accomplished in accordance with the Standard Specificat�ons for Road, Bndge and Munic►pal Construcbon, 2012 edition, as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), Washington State Chapter (hereafter "Standard Specifications") The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specificat�ons 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-ins, and pro�ect-specific Special Provisions Each Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Prov�sion The deletion, amendment, alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section, and in no way should it be mterpreted that the balance of the section does not apply The proJect-specific Special Provisions are not labeled as such The GSPs are labeled under the headers of each GSP, with the date of the GSP and its source, as follows (May 18, 2007 APWA GSP) (August 7, 2006 WSDOT GSP) (April 7, 2007 City of Bremerton GSP) - - C�ty of Bremerton GSPs are md�cated by the characters (""""""k") - C�ty of Bremerton new sect►ons are ►ndicated by the text (New Section) Also mcorporated into the Contract Documents by reference are the followmg documents The Contractor shall obtam copies of these publications, at Contractor's own expense - Manual on Uniform Traffic Contro/ Dewces for Streets and H►ghways, currently adopted edition, with Washmgton State modifications, if any Standard Plans for Road, Bndge and Munic►pal Construct�on, WSDOT/APWA, current edition - City of Bremerton Standards for Work �n the Right-of-Way (avadable at http /Mrww ci bremerton wa us/d►splay php�id=424 C�ry of Bremerton March 2012 , Crosstown Prpel:ne Upper Reach Reparr SP -1 1 � THIS PAGE LEFT INTENTIONALLY BLANK ' t L � , ' � � � � ' , ' �, ' ' ' Crty of Bremerton March 2012 Crosstown Prpelrne Upper Reach Repa:r SP - 2 ' , ' � ' � , 1 ' � � , ' ' � � � ' ' ' L�J SPECIAL PROVISIONS — TABLE OF CONTENTS DIVISION 1 GENERAL RE(�UIREMENTS .......................................................................... 9 1-01 DEFINITIONS AND TERMS .. . . .. . .. . 9 1-01.3 Definitions . . . . . . 9 1-02.1 Prequalification of Bidders ... .. . . .. . . . . 12 1-02.2 Plans and Specifications . . . 12 1-02.3 Estimated Quantities .. . . . . . .. 12 1-02.4(3) Pipe Video (NEW SECTION) .. .. . 13 1-02.5 Proposal Forms.. . . .. .. . 13 1-02.6 Preparation of Proposal . .. .. .. 13 1-02.7 Bid Deposit . .. . . . . . . 14 1-02.8 Non-Collusion Declaration . . . . .. . 14 1-02 9 Delivery of Proposal . . . . . . . . 14 1-02 13 Irregular Proposals .. . . . 15 1-02 14 Disqualification of Bidders . .. .. .. . 15 1-02 15 Pre Award Information . .. . . . .. . . . 15 1-02 16 Addenda and Interpretations of Documents (New Section) . 16 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 . . . . . 17 1-03 7 Judicial Review . .. . ... . 18 1-04 SCOPE OF WORK . . . . . 18 1-04 2 Coordination of Contract Documents, Plans, Special Provrsions, Specifications, and Addenda . . . 18 1-04 6 Variation in Estimated Quantities . ... . 18 1-05 CONTROL OF WORK. . . ig 1-05 3 Plans and Working Drawings . .. ... . . 18 1-05 4 Conformity with and Deviations from Plans and Stakes . 19 1-05 5 Submittals (New Section) . 20 1-05 5(1) General . . . . 20 1-05 5(2) Contractor's Responsibilities .. . 21 1-05 5(3) Request for Substitution or Deviation .. . 21 1-05 5(4) Categories of Submittals .. . . 22 1-05 5(5) Submittal Transmittal Procedure . 23 1-05 5(6) Submittal Review Procedure 23 1-05 5(7) Required Submittals .. . . . 24 1-05 7 Removal of Defective and Unauthorized Work .. 26 1-0510 Guarantees . . 26 1-0511 Finallnspection . . 27 1-05 11(1) Substantial Completion Date .. . 27 1-05 11(2) Final Inspection and Physical Completion Date . . 27 1-05 16 Water and Power (New Section) . . . . . . 28 C�ty of Bremerton March 20/2 Crosstown Prpelrne Upper Reach Repa�r SP - 3 � 1-05 17 Oral Agreements (New Section) .. . . 1-06 CONTROL OF MATERIAL . . 1-06 1 Approval of Materials Prior To Use 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07 1 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 �Idlife and Fisheries . .. . 1-07 6 Permits and Licenses . .. .. .. . 1-07 9(5) Required Documents . . . . .. . . . 1-07 16 Protection and Restoration of Property .. .. . 1-07 16(1) Lot Corners or Permanent Control Points (New Section) . 1-07 17 Utilities and Similar Facilities . .. . 1-07 17(3) Underground Utilities (New Section) .. .. 1-07 17(4) Contractor's Responsibility for Utdity Properties & Services (New Section) .. .. . . . .. 1-07 17(5) List of Util�ty Owners . .. .. . 1-07 18 Public Liability and Property Damage Insurance .. .. 1-07 18 Insurance . . . . .. . 1-07 18(1) General Requirements . . ... .. . 1-0718(2) Additional Insured .. .. 1-0718(3) Subcontractors . . .. . 1-07 18(4) Evidence of Insurance . .... . . 1-07 18(5) Coverages and Limits .. . . 1-07 23 Public Convenience and Safety . .. .. . 1-07 23(1) Construction Under Traffic . . . 1-07 23(2) Construction and Maintenance of Detours . .. 1-07 24(1) Mobilization and Staging Area (NEW SECTION) ... .. 1-07 24(2) Soil Stockpile Area (NEW SECTION) ... ... .. 1-07 28 Safety Requirements and Protection of Property (New Section) 1-07 28(1) Contractor's Responsibility for Safety .. 1-07 29 Potential for Contaminated Soils (NEW SECTION) .. .. 1-07 30 Field Office (NEW SECTION) . . 1-08 PROSECUTION AND PROGRESS . . . . 1-08 0 Preliminary Matters . . . .. .. . 1-08 0(1) Preconstruction Conference . . . .. . . 1-08 0(2) Hours of Work .. 1-08 0(3) Reimbursement for OT Work of Contractmg Agency Employees 1-08 0(4) Weekly Construction Meetings (New Section) .. . 1-08 0(5) Other Meetings (New Section). . 1-08 3 Progress Schedule . . . . . 1-08 3(1) General Requirements . . .. .. 1-08 3(2) Progress Schedule Types ... . .. .. 28 28 28 .. 29 . 29 .30 .30 .. 30 .. 31 .. 31 31 31 31 32 32 32 33 33 34 . . 35 .35 .35 . .36 .. 36 . .36 . .36 . .38 .39 ...40 42 42 43 43 43 43 43 44 44 . 44 . 45 . 45 45 . 46 . 46 . 46 � � ' �� ' ' ' � I '� � ' �� ' � � ' � City ofBremerton March 2012 Crosstown Prpel�ne Upper Reach Reparr SP - 4 1 � l _J , ' ' ' � ' , ' ' ' ' , ' ' ' ' ' 1-08 4 Notice to Proceed and Prosecution of the Work . 46 1-08 5 Time of Completion . . . ... 47 1-08 9 Liquidated Damages . .. 47 1-08 12 Construction Constramts and Sequencing (New Section) . . 47 1-08 12(A) Planned Outage (New Section) . . 49 1-09 MEASUREMENT AND PAYMENT . ... . 49 1-09 1 Measurement of Quantities . .. .. 49 1-09 1(1) Quantity Reporting Requirements (New Section) . .. . . 49 1-09 6 Force Account .. . . . 50 1-09 6(1) Force Account Reporting Requirements (New Section) 50 1-09 7 Mobilization . .. . . . .. . . 51 1-09 8 Payment for Material on Hand . .. . 51 1-09 11(3) Time Limitation and Jurisdiction . . . . 52 1-10 TEMPORARY TRAFFIC CONTROL . .. .. .. .. 52 1-101 General .. . . .. . 52 1-101(2) Descr�ption , . . . 53 1-10 2 Traffic Control Management . . . 53 1-10 2(1) General . . . . 53 1-10 2(2) Traffic Control Plans . 54 1-10 3 Traffic Control Labor, Procedures and Devices . . 55 1-10 3(3) Traffic Control Devices . . 55 1-10 4 Measurement . . 57 1-10 5 Payment . . . . 57 DIVISION EARTHWORK .................................................................................................. 59 2-01 CLEARING, GRUBBING AND ROADSIDE CLEANUP . . 59 2-01 1 Description . . . . , 59 2-01 2(1) Disposal Method No 1- Open Burning . , 59 2-01 2(2) Disposal Method No 2- Waste Site . . . 59 2-01 3 Construction Requirements .. . 59 2-01 3(4) Cleanup and Restoration . . 59 2-014 Measurement . . . .. .. . 60 2-015 Payment . . . . 60 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS . 60 2-021 Description . . .. . 60 2-02 3(2) Removal of Bridges, Box Culverts, and other Drainage Structures 60 2-02 3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters .. 61 2-02 3(4) Existmg Pavement Thickness (New Section) ..... .. 61 2-02 4 Measurement . . . . . . . . . 62 2-02 5 Payment. . . . 62 2-04 HAU L . . . . .. . . 63 2-04 4 Measurement . . . . 63 2-04 5 Payment . .. ... . ... .... 63 2-07 WATERING . 63 2-07 1 Description . . . . . . 63 2-07 5 Payment . .. . . 63 SECTION 2-09, STRUCTURE EXCAVATION .. . . 64 C:ty ofBremerton March 2012 Crosstown Ptpehne Upper Reach Repa:r SP - S 2-091 Description . . 2-09 3 Construction Requirements 2-09 3(1) General Requirements . . . . . .. .. 2-09 3(4) Construction Requirements, Structure Excavation, Class B. 2-09 3(6) Control of Water (New Section) .. . 2-09 4 Measurement . . .. . . 2-09 5 Payment . . • m . 64 ..64 ..64 . 65 65 65 65 2-11 TRIMMING AND CLEANUP . . .. . 66 2-111 Description . . . .. . . .. . 66 2-11 2 Preconstruction Photographs (New Se�tion) . .. . . 66 2-11 3(1) Individual Restoration Requirements (New Section) . . . 66 2-11 3(2) Utility and Traific Improvements (New Section) .. .. . 66 2-11 3(3) Cleaning and Dressing (New Section) . ... .. 66 2-115 Payment . .. . . . . .... .. . 67 DIVISION 3 Aggregate Production and Acceptance .................................................. 68 3-01 PRODUCTION FROM QUARRY AND PIT SITES .. .. 68 3-01 2 Material Sources, General Requirements (Supplement) .. ... 68 3-01 4 Contractor-Furnished Material Sources (Supplement) ... 68 3-01 6 Payment (Supplement) . . . . .. .. . 68 DIVISION BASES ............................................................................................................... 69 4-04 BALLAST AND CRUSHED SURFACING .. .. . 69 4-041 Description . . .. . .. ... .. . . . 69 4-04 4 Measurement . . . . . .. .. . . . . 69 4-04 5 Payment . . . .. .. . . . 69 EIVDOF DIVISIOIV 4 ................................................................................................................. 69 DIVISION 5 SURFACE TREATMENTS AND PAVEMENT ............................................ 70 5-04 HOT MIX ASPHALT . . . .. . . 70 5-041 Description . ... . . . .7� 5-04 2 Materials . . . . . . . 70 5-04 3 Construction Requirements .. . . .. 7� 5-04 3(5) Conditioning of Existing SurFacing . .. . 70 5-04 3(22) Asphalt Concrete Pavement Butt Jo�nts (New Section) .. 70 5-04 3(23) Temporary Pavement Patching (New Section) ... 71 5-04 4 Measurement . .. . . . . . 71 5-04 5 Payment . . . . • 71 DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATERMAINS AND CONDUITS .......................................................................................... 72 7-04 STORM SEWERS . . . . . • • 72 7-04 1 7-04 2 7-04 3 7-04 4 7-04 5 7-05 7-05 1 7-05 2 Description . . Materials . . Construction Requirements . Measurement Payment MANHOLES, INLETS, CATCH Description . . . Materials . .. . . .. � BASINS, AND DRYWELLS . .. 72 . . 72 . 72 73 73 73 73 . . 73 City of Bremerton March 2012 Crosstown Prpekne Upper Reach Repa:r SP - 6 L__1 � � , ' ' ' �� I ' , � , ' � � ' , ' 7-05 3 Construction Requirements . .. .. 74 7-05 4 Measurement . . . • 76 7-05 5 Payment - 76 7-08 GENERAL PIPE INSTALLATION REQUIREMENTS . . 76 7-08 2 Materials . . . . . . .. . 76 7-08 3 Construction Requirements . . .. . 77 7-08 4 Measurement . . . . . . . . . 79 7-08 5 Payment . • •• • •- • - • 79 7-09 WATER MAINS . . .. . . . . 80 7-09 3 Construction Requirements . . g� 7-09 4 Measurement . .. ..• • - -• - • - gl 7-09 5 Payment g 1 7-12 VALVES FOR SEWER MAINS . .. 82 7-12 1 Description . . . • • 82 7-12 2 Materials . . . .. . . . . 82 7-12 3 Construction Requirements (Supplement) .. 82 7-12 4 Measurement . . -- •• • • • 82 7-12 5 Payment . . . .. . .. . 82 7-17 SANITARY SEWERS . . . .. . 83 7-17 2 Materials • • •• - 83 7-17 3 Construction Requirements . . .. . g4 7-17 4 Measurement - - •• • • • 86 7-17 5 Payment . .. . . . . . . . . 86 7-18 SIDE SEWERS • • g� 7-18 1 Description . • - •• • •• •• g� 7-18 2 Materials . . . • • • - gg 7-18 3 Construction Requirements. . . • •• gg 7-18 4 Measurement . . - • 89 7-18 5 Payment . .. . •• • • 89 7 20 PRE-INSTALLATION CLEANING, INSPECTION, AND ASSESSMENT OF SEWER LINES (NEW SECTION) . . . . . .. . 89 7-201 Description ... . . ... .. . . 89 7-20 2 Materials . . . 91 7-20 3 Construction Requirements .. .. . 91 7-20 4 Measurement . . 94 7-20 5 Payment . . . . . 94 7-21 CURED-IN-PLACE PIPE REHABILITATION (NEW SECTION) 94 7-211 Description . . 94 7 21 2 Materials . . . . . .. . 96 7-21 3 Construction Requirements . .. .. . 98 7-22 SURGE CHAMBER MODIFICATIONS (NEW SECTION) . 103 7-221 Description . . . . 103 7-22 2 Materials . . . 103 7-22 3 Construction . . . . . . 103 7-22 4 Measurement . . . . .. . . . 104 7-22 5 Payment . .. . . . . . . . 104 Crty of Bremerton March 2012 ' Crosstown Pipelrne Upper Reach Reparr sP "� DIVISION 8 - MISCELLANEOUS CONSTRUCTION ........................................................106 8-01 EROSION CONTROL . . . . . 106 8-01 3 Construction Requirements . . . 106 8-014 Measurement . . .. . 108 8-015 Payment . . . . . . .. 108 8-02 ROADSIDE RESTORATION ... . .. 109 8-02 1 Description . . . . .. 109 8-02 5 Payment . . . . . . . . 109 8-04 CURBS, GUTTERS, AND SPILLWAYS .. . . 109 8-041 Description . .. . . 109 8-04 4 Measurement . . . . . . . . 109 8-04 5 Payment .. . . . . . . .. . . 109 8-09 RAISED PAVEMENT MARKERS .. .. . .. 110 8-09 3 Construction Requirements . . . .. . . . .. 110 8-09 5 Payment. .. . . .. . . . . .. . 110 8-14 CEMENT CONCRETE SIDEWALKS .. . 110 8-141 Description. . .. . . . .. . . . ... . 110 8-14 4 Measurement . .. . .. ... . 110 8-14 5 Payment . ... .. . . ... . 111 8-21 PERMANENT SIGNING . . . . 111 8-214 Measurement... . . . . . . . 111 8-215 Payment . . .. .. . . .. . 111 8-22 PAVEMENT MARKINGS . . . . 111 8-22 1 Description . . . 111 8-22 3 Construction Requirements . . . ... 111 8-22 4 Measurement .. . . . . . 112 8-22 5 Payment ... . . . .. . 112 8-23 TEMPORARY PAVEMENT MARKINGS . ... 112 8-231 Description . . .. . 112 8-23 4 Measurement . .. . . . . . ... 112 8-23 5 Payment . . . . . 112 DIVISION9 - MATERIALS .....................................................................................................113 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 113 9-05 23 Description . . .. . . . 113 9-30 WATER DISTRIBUTION MATERIALS . 114 9-301 Pipe . . . .. . . . 114 9-30 3 Valves . . . . . 114 Crty of Bremerton March 2012 Crosstown P:pekne Upper Reach Repatr SP - 8 � ' t DIVISION 1 1-01 ' � C� ' � ' �� U ' � � ' ,r 1 � �' � ' GENERAL REQUIREMENTS DEFINITIONS AND TERMS 1-01.3 Definitions (September 12, 2008 APWA GSP) �***«*� This Section is supplemented with the following All references m the Standard Specifications to the terms "State", "Department of Transportation", "Washington State Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency" All references to "State Matenals Laboratory" shall be rewsed to read "Contract�ng Agency designated location" The venue of all causes of action arismg ftom the adverhsement, award, execution, and pertormance of the contract shall be in the Supenor Court of the County where the Contracting Agency's headquarters are located Alternate One of two or more units of work or groups of bid items, identified separately in the proposal, from which the Contracting Agency may make a choice between different methods or matenal of construction for � performing the same work City The word "City" shall mean the City of Bremerton, Department of Public Works and Utilities, 3027 Olympus Dnve, Bremerton, Washington, 98310 Commission, Washington State Transportation Commission Substitute the following The words "Commission" or "Washmgton State Transportation Commission" shall refer to the City of Bremerton City Councd Contract Documents See definition for "ContracY' Contract Time The penod of time established by the terms and conditions of the contract within which the work must be substantially complete The contract t�me is in calendar days Contracting Agency The City of Bremerton, Department of Public Works and Utdities, 3027 Olympus Dnve, Bremerton, Washington, 98310 acting through its legally constituted officials, agents, officers, or employees, is responsible for the execution and admirnstration of the Contract Dates Bid Opening Date The date on which the Contractmg Agency publicly opens and reads the bids Crty of Bremerton March 2012 1 Crosstown Prpelrne Upper Reach Repa:r SP - 9 Award Date The date of the formal deasion of the Contractmg Agency to accept the lowest responsible and responsive bidder for the work Contract Execution Date The date the Contracting Agency offiaally binds the agency to the contract Notice to Proceed Date The date stated m the Notice to Proceed on which the contract time begms Substantial Completion Date � The day the Engmeer determines the Contracting Agency has full and unrestricted use'and benefit of the facdities, both from the operational and safety standpoint, and only minor mcidental work, replacement of temporary substitute facdities, or correction or repair remains for the physical completion of the total contract Physica/ Completion Date The day all of the work is physically completed on the pro�ect All documentation required by the contract and required by law does not necessardy need to be fumished by the Contractor by this date Completion Date The day all the work specified in the contract is completed and all the obligat�ons of the Contractor under the contract are fulfilled by the Contractor All documentation required by the contract and reqwred by law must be fumished by the Contractor before establishment of this date Final �4cceptance Date The date on which the Contracting Agency accepts the work as complete Department, Department of Transportation Substitute the foliowmg The words "Department" or "Department of Transportation" shall mean the City of Bremerton, Department of Public Works and Utdities, 3027 Olympus Dnve, Bremerton, Washington, 98310 Engineer � Substitute the following The word "Engineer" shall mean the City of Bremerton City Engineer and his/her authorized representatives Force Account Work Additional work that may be required because of City�iirected changes m the work, d�ffenng site conditions, emergencies or other reasons that the Engmeer determines is not included in the Contract unit pnces, and for which payment is to be determined as required by Sections 1-04 and 1-09 of this Contract Force Account Work shall be authonzed only by wntten Work Change Directive issued by the Engineer Imported Material Materials obtained from sources outside the pro�ect site that are not fumished by the City Matenals excavated from anywhere on the pro�ect or from designated borrow areas, or that are fumished by the City, shall not be considered imported matenal C�ty of Bremerton March 2012 Crosstown Ptpelrne Upper Reach Repa:r SP -10 ' , ' , , ' Laboratory Delete this definit�on and subst�tute the following The word "Laboratory" shall mean the official laboratones of the City of Bremerton, or other laboratones the Ciiy of Bremerton authonzes to test work, sods, and matenals Notice of Award The wntten notice from the Contracting Agency to the successful bidder signifying the Contracting Agency's acceptance of the bid Notice to Proceed The wntten notice from the Contracting Agency or Engineer to the Contractor authonzing and directing the Contractor to proceed with the work and establishing the date on which the contract time begins ' Owner The City of Bremerton, Department of Public Works and Ublit�es, 3027 Olympus Dnve, Bremerton, Washmgton, 98310 acting through its legally constituted officiais, agents, officers, or employees, is responsible for the execution and administration of the Contract � , � ' ' � I � � Plans Add the following Plans consist of drawing sheets titled "Crosstown Pipeline Upper Reach Repai�", dated March 2012, mcluded in Appendix C t�tled `Contract Plans ' Provide � The word "provide" shall be understood to mean "fumish and install, complete in-place " Secretary, Secretary of Transportation Substitute the following All reference to the words "Secretary" or "Secretary of Transportation" shall mean the City of Bremerton City Councd, Mayor or their author¢ed representafives State Substitute the following The word "State" shall mean the City of Bremerton Department of Public Works and Utdities, 3027 Olympus Dnve, Bremerton, Washmgton, 98310 When in reference to a State law or code, "State" shall remain in effect Traffic Both vehicular and non-vehicular traffic, such as pedestnans, bicyclists, wheelchairs, and equestnan traffic Work Change Directive ' A wntten order issued by the Engineer directing a change in the design, specifications, quantities, materials or methods of the work A Work Change Directive may, or may not, alter the Contract Price or Contract Time ' �J C�ty of Bremerton March 2012 ' Crosstown P�pelene Upper Reach Repatr SP -11 ' 1-02 BID PROCEDURES AND CONDITIONS 1-02.1 Prequalification of Bidders (January 24, 2011 APWA GSP) Delete this Section and replace it with the following ' 1 � ' Before award of a public works contract, a bidder must meet at least the minimum qualifications 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 �*****� Plans and Specifications Delete this section and replace it with the following Information as to where Bid Documents can be obtamed or reviewed can be found in the Noticmg Inviting Bids After award of the contract, plans and specificat�ons will be issued to the Contractor at no cost as detaded below To Prime Contractor No of Sets Basis of Distribution Reduced plans (11" x 17") 5 Furrnshed automaticaily upon award Contract Provisions 5 Furnished automatically upon award Large pians (e g, 22" x 34") 2 Furnished only upon request � � � � � m ' Additional plans and Contract Provisions may be obtamed by the Contractor from the source stated in ' the Notice Inviting Bids 1-02.3 �***,►*� Estimated Quantities Delete this section and replace with the following The estimated quantit�es shown in the bid forms are estimates only, being given only as the basis for the companson of bids, and the City does not warrant, expressly or by implication, that the actual amount of work wdl correspond therewith The nght to mcrease or decrease the amount of any class or portion of the work or to make changes in the work required as may be deemed necessary is reserved by the City as provided elsewhere m these speaficat�ons The basis of payment wdl be the actual unit bid items of work perFormed and measured in accordance with the contract All prospective b�dders should note that certam bid items might be mcluded in the Bid Form to establish a unit pnce should the use of those items become necessary dunng construction Allowance will not be made for loss of anticipated profits or ' � ' �l � Ctty ofBremerton March 2012 Crosstown Ptpeltne Upper Reach Repatr SP -12 , LJ ' additional compensat�on should the use of these items be deemed unnecessary � 1-02.4(3) �*****� ' ' ' ' , ' ' ' ' , � � � , � Pipe Video (NEW SECTION) The City performed a wdeo inspect�on of the first 100 feet of the polyethylene-lined 30-inch ductde iron pipe south of the surge chamber The video shows the �ntenor of the pipe This video is avadable from the City upon request The video is not part of the contract and the City specifically makes no representations, guarantees, or warranties as to the condition of the pipe 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the following The Proposal Form will identify the pro�ect and its location and describe the work It wdl also list estimated quantities, units of ineasurement, the items of work, and the matenals to be furnished at the unit bid prices The bidder shall complete spaces on the proposal form that call for, but are not limited to, unit prices, extensions, summations, the total bid amount, signatures, date, and, where applicable, retad 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 Registration Number, and a Business License Number, if applicable Bids shall be completed by iyping or shall be pnnted in ink by hand, preferably in black ink The required certificat�ons are included as part of the Proposal Form The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the followmg 4 If a minimum bid amount has been established for any item, the unit or lump sum price must equal or exceed the minimum amount stated 5 Any correction to a bid made by interlineation, 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 stipulation on the Bid Form, nor qualify the bid in any manner A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign) A bid by a partnership shall be executed in the partnership name, and signed by a partner A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement Crty of Bremerton " March 2012 ' Crosstown P�pelme Upper Reach Repair SP - 13 A bid by a �oint venture shall be executed �n the �oint venture name and be s�gned by a member of the �omt venture A copy of the �oint venture agreement shall be submitted with the Bid Form if any D/W/MBE requ►rements are to be satisfied through such an agreement A bid by a limited liabdity company shall be executed m the limited liability company name and be signed by a member, accompanied by the enclosed Certificate of Authority to sign, and his/her title must appear under the signature and the offlciai address of the �oint venture must appear below the signature 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the followmg Bid bonds shall contain the following 1 Contracting Agency-assigned number for the pro�ect, 2 Name of the pro�ect, 3 The Contracting Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amount that could be awarded, 5 Signature of the bidder's ofFcer 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 t�tle 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 attomey If so stated m the Contract Provisions, bidder must use the bond form mcluded m the Contract Provisions 1-02.8 �*****� Non-Collusion Declaration Supplement this section with the followmg , As a condition precedent to award of the Contract for this work, the successful bidder shall file a swom statement executed by, or on behalf of, the person, association, or corporation that he (they) has (have) not either directly or mdirectly, entered mto any agreement, participated in any collusion, or otherwise taken any action in restraint of free competit�ve biddmg in connection with such Contract This swom statement shall be in the form of an affidavit executed and sworn to be the successful bidder before a person who is authonzed by the Laws of this State to administer oaths The onginal of such swom statement shall be filed with the City Clerk, City of Bremerton, pnor to the award of the contract The Non-Collusion Affidavit wdl be a part of the Bid Proposal By sigrnng this proposal, the bidder wdl be deemed to have signed and agreed to the provisions of the Non-Collusion Affidavit 1-02.9 �*****� Delivery of Proposal Delete this section and replace with the following C:ry ofBremerton March 20/2 Crosstown Ptpeltne Upper Reach Repa:r SP - 14 ' � � Each proposal shail be submitted onty on the blank forms bound in this document, and submitted m a sealed envelope marked clearly with 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-funded pro�ects) Revise item 1 to read A proposal wdl be considered irregular and wdl be re�ected if a The Bidder is not prequalified when so required, b The authonzed proposal form furrnshed by the Contracting Agency is not used or is altered, c The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions, d The Bidder adds provisions reserving the right to re�ect or accept the award, or enter into the Contract, e A pnce per unit cannot be determined from the Bid Proposal, f The Proposal form is not properly executed, g The Bidder fads to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02 6, h The Bidder fails to submit or properly complete a Disadvantaged, Minonty or Women's Business Enterprise Certification, if applicable, as required m Section 1-02 6, i The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid �nvitation, or � More than one pr000sai is submitted for the same pro�ect from a Bidder under the same or different names ' 1-02.14 �*****� ' ' ' , � t Disqualification of Bidders Delete this Section and replace it with the following A Bidder wdl be deemed not responsible if the Bidder does not meet the mandatory bidder responsibdity criteria in RCW 39 04 350(1), as amended The Contracting Agency reserves the right to request such documentation from the Bidder as needed to assess bidder responsibdity If the Contracting Agency determines the Bidder does not meet the bidder responsibility cnteria above and is therefore not a responsible Bidder, the Contracting Agency shall notify the Bidder in writmg, with the reasons for its determination If the Bidder disagrees with this determination, it may appeal the determmation within 24 hours of receipt of the Contracting Agency's determination by presenting its appeal to the Contracting Agency The Contracting Agency wdl consider the appeal before issuing its final determination If the final determmation affirms that the Bidder is not responsible, the Contracting Agency wdl not execute a contract with any other Bidder until at least finro business days after the Bidder determined to be not responsible has received the final determination 1-02.15 Pre Award Information (Octobe� 1, 2005 APWA GSP) C�ty of Bremerton March 2012 , Crosstown Ptpekne Upper Reach Reparr SP - 15 Revise this section to read Before awardmg any contract, the Contrac�ng Agency may require one or more of these items or actions of the apparent lowest responsible bidder 1 A complete statement of the ongin, composition, and manufacture of any or all matenals to be used, 2 Samples of these matenals for quality and fitness tests, 3 A progress schedule (m a form the Contracting Agency requires) showmg the order of and time reqwred for the vanous phases of the work, 4 A breakdown of costs assigned to any bid item, 5 Attendance at a conference with the Engineer or representatives of the Engineer, 6 Obtain, and furrnsh a copy of, a business license to do business m the aty or county where the work is located 7 A copy of State of Washmgton Contractor's Registration, or 8 Any other information or action taken that is deemed necessary to �nsure that the bidder is the lowest responsible bidder 1-02.16 �*****� Addenda and Interpretations of Documents (New Section) No oral interpretation of the meaning of the plans, specifications or other pre-bid documents wdl be made to any bidder Every request for such interpretation shall be submitted in wnt�ng, addressed to the city's contact person (listed on the cover page of these contract documents), and to be given consideration, shall be received at least five (5) working days pnor to date fixed for B�d Opernng Any and all such mterpretations and supplemental instructions wdl be in the form of wntten addenda to the Specifications which, if issued, wdl be maded or otherwise delivered to each prospective bidder Failure of any bidder to receive any such addendum shall not relieve such bidder from any obligation under his bid as submitted All addenda so issued shall become a part of the Contract documents 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read After opernng and reading proposals, the Contracting Agency wdl check them for correctness of extensions of the pnces per unit and the total price If a discrepancy exists between the pnce 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 unit or lump sum pnce is less than the minimum specified amount, the Contracting Agency wdl unilaterally revise the unit or lump sum price, to the minimum specified amount and recalculate the extension The total of extensions, corrected where necessary, including sales taxes where applicable and such additives and/or alternates as selected by the Contracting Agency, wdl be used by the Contracting Agency for award purposes and to fix the Awarded Contract Pnce amount and the amount of the contract bond 1-03.3 �*****� Execution of Contract Delete this section and replace with the following Crty ofBremerton March 20/2 Crosstown P:pelrne Upper Reach Repa�r SP -16 �I ' , � � � , , � u ' ' � ' � � ' ll The City wdl mad three copies of the contract to the succesful Bidder immediately after award Withm 10 calendar days from receipt of the contracts, the successful bidder shall return 3 signed onginai contracts, insurance certificat�ons as required by Section 1-03 8, and a satisfactory bond as required by law and Section 1-03 4 of these Contract Documents Before execution of the contract by the City, the successful bidder shall provide any pre-award informat�on the City may reqwre under Section 1-02 15 Untd the City executes a contract, no proposal shall bind the City nor shall any work begm within the pro�ect limits or within City-fumished sites 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 City If the bidder's performance of the requirements of this Sect�on is delayed by circumstances beyond the bidder's control, the City may grant up to 20 calendar days of additional time, provided that the City agrees that circumstances warrant an extension 1-03.4 �**,�*� Contract Bond Revise the first paragraph to read The successful bidder shail 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 bond shall 1 2 3 4 5 Be on a Contract�ng Agency-fumished form, Be signed by an approved surety (or sureties) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authorized Insurance List m the State of Washington published by the Oifice of the Insurance Commissioner, Be conditioned upon the faithful performance of the contract by the Contractor within the prescnbed time, Guarantee that the surety shall mdemrnfy, defend, and protect the Contracting Agency agamst any claim of direct or mdirect loss resultmg from the fadure of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract Be accomqanied bv a power of attomev for the Suretv's officer empowered to siQn the bond, and be su�ned by an oificer of the Contractor emoowered to si gn official statements (sole proqnetor or partner) If the Contractor is a corooration the bond must be signed by the president or vice- eresident unless accomparned by wntten proof of the authority of the mdividual siQnina the bond to bmd the corporation (i e comorate resolution power of attomey or a letter to such effect bv the president or vice-president) The Payment Bond shall 1 Be on a Contracting Agency-fumished form, 2 Be signed by an approved surety (or sureties) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authorized Insurance List in the State of Washmgton published by the Office of the Insurance Commissioner, c Guarantee that the surety shall indemrnfy, defend, and protect the Contract�ng Agency against any ciaim of direct or indirect loss resulting from the fadure of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, matenal person, or any other person who provides suppties or provisions for carrying out the work, 3 Be accompanied bv a power of attomev for the Suretv's officer empowered to siQn the bond, and 4 Be signed by an officer of the Contractor empowered to sign official statements (sole proanetor C�ty of Bremerton March 2012 ' Crosstown Pipeltne Upper Reach Repatr sP -�� or qartner) If the Contractor is a corqoration, the bond must be siQned by the aresident or vice- resident, unless accomqanied by wntten proof of the authority of the individual siqnm,g the bond to bmd the corporation (i e. coroorate resolution, oower of attomey or a letter to such effect by the president or vice-president) Supplement with the followmg text The PerFormance Bond for this pro�ect shall remam in full force and effect for a penod of one (1) year following acceptance by the City The bond shall be executed by a surety company authonzed to do business within the State of Washington and shall be sub�ect to the approval of the City 1-03.7 Judicial Review �*****� % Delete all occurrences of "Thurston County" in this section and replace with "Kitsap County" 1-04 SCOPE OF WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (October 1, 2005 APWA GSP) Revise the second paragraph to read Any inconsistency in the parts of the contract shall be resolved by following this order of precedence (e g, 1 presiding over 2, 2 over 3, 3 over 4, and so forth) 1 Addenda, 2 Bidding forms and Contract, 3 Special Provisions, includin4 APWA General Special Provisions. if thev are included, 4 Contract Plans, 5 Amendments to the Standa�d Specifications, 6 WSDOT Standard Speciflcat�ons for Road. Bndae and MurnciQal Construction, 7 Contractmg Agency's Standard Plans (if any�, and 8 WSDOT Standard Plans for Road. Bndge. and Municipal Construction 1-04.6 �*****� Variation in Estimated Quantities This Section is deleted in its entirety 1-05 1-05.3 �*****� CONTROL OF WORK Plans and Working Drawings Supplement this section with the following C:ry of Bremerton March 2012 Crosstown P:pelrne Upper Reach Reparr SP - 18 � ' �� ', � ' ' ' ' � ' � u , ' ' ' C� RECORD DRAWINGS Pnor to acceptance of the completed pro�ect, the Contractor shall furnish the Engineer one legible and neatly marked set of full-sized Plans showing any changes in location, elevation, or configu�ation of the pipelines and appurtenant valves and fittings, access roads, manholes, catch basins, site work, and other pertment items These Plans shall be kept current durmg the course of construction, kept on site at the Contractor's site office, and be avadable for review by the Engineer at all times The Contractor is not responsible to complete record drawings in electronic format (e g AutoCAD) Record drawings shall be updated dady and changes occurring on any day shall be entered on the record drawings by noon on the next working day The Contractor and the Engineer shall review the record drawings weekly A pay submittal shall not be considered complete or payable if the record drawings are not current as required by this session. No measurement or payment wdl be made to complete record drawings Record drawings shall be considered incidental to other bid items 1-05.4 �*****� Conformity with and Deviations from Plans and Stakes Supplement this section with the following The City has established honzontal and vertical controi points and identified these on the Contract Plans Copies of the City provided pnmary survey control data are avadable for the bidder's �nspection at the office of the Pro�ect Engmeer The Contractor is responsible for all survey work. If the plans, Standard Specifications, or these , Special Provisions state specific tolerances, the work shall be performed within those limits The Engineer's decision on whether the work is in conformity shall be final, as provided in Section 1-05 1 The Contractor shall not deviate from the approved plans and working drawings unless the Engineer approves in wntmg The Contractor shall be responsible for setting and maintaining all alignment stakes, slope stakes, and grades necessary for the construction of the proposed utdiiy and appurtenances, surfacing, paving, channelizat�on, and other surveymg necessary to complete the work as shown m the Plans and specified in the contract Except for the survey control data provided by the City, calculations, surveying, and measunng required for setting and mamtainmg the necessary lines and grades shall be the Contractor's responsibdity The Contractor wdl provide the City copies of such calculations and stakmg data when required by the Engineer Any staking requirements for the pro�ect that do not fit field conditions wdl be reviewed and if necessary ad�usted by the Engineer Any necessary revision to the staking information wdl be provided to the Contractor for use in completmg the work The survey work shall include but not be limited to the following 1 Venfy the pnmary honzontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the pro�ect Provide descnptions of secondary control to the Contracting Agency 2 Establish the centerlines of all alignments, by placing hubs, stakes, or marks on centerline or on offsets to centerline at pomts on the alignments spaced no further than 100 feet 3 Establish the horizontal and vertical location of all drainage features, placing offset stakes to all dramage structures and to pipes at a horizontal mterval not greater than 25 feet Crty of Bremerton Mareh 2012 ' Crosstown Prpel:ne Upper Reach Repan SP - 19 �rl 4 Establish intermediate elevation benchmarks as needed to check work throughout the pro�ect � 5 For all other types of construct�on included in this provision, provide staking and layout as necessary to adequately locate, construct, and check the specific construction activity 6 Record existing lane line locations (centerline, lanes, turn lanes) for installmg replacement lane line markers The Contractor shall ensure a surveying accuracy within the following tolerances 1 Stationing 2 Alignment 3 Dramage/Pipelines +/- 0 01 foot +/- 0 01 foot alignment +/- 0 1 foot elevation +/- 0 01 foot At the City's discretion, it may spot check the Contractor's surveying These spot checks wdl not change the requirements for normal checking and testing as descnbed elsewhere, and do not relieve the Contractor of the responsibdiiy of producing a firnshed product that is in accordance with the contract In all disputes conceming accuracy of lines and elevations, the City shall be assumed correct and the Contractor shall correct the discrepancies before construction work may proceed No additional compensat�on wdl be paid for this corrective work - Detaded survey records shall be maintained, including a descnption of the work performed on each shift, the methods utdized, and the control points used The recorci shatl be adequate to allow the survey to be reproduced Construction Survey Submittals A The Contractor shall provide all survey necessary to pertorm the construction of these facdities Copies of the survey notes performed dunng the previous week shali be submitted to the Engineer's Field Representative on each Monday mommg B The Contractor shall veniy that the sewer pipe is being mstalled at the correct invert elevat�on, per the Contract Drawmgs, at least once per day, by having the Contractor's surveyor check the invert elevation of the last pipe section mstalled and companng this elevation with the designed invert elevation A copy of each day's record shall be provided to the Engmeer withm three working days after the end of the shift No measurement or payment wdl be made for surveying or licensed surveying Surveymg and iicensed surveying shall be considered inadental to other bid items '� -05.5 �*****� 'B -05.5('i ) Subrv9i4�ls (�levv Sec�oo�o) G�nea�a� Submittals covered by these requirements include manufacturers' mformation, Shop Drawings, test procedures, test results, samples, requests for substitutions, miscellaneous work-related submittals, and records of survey for monument reset Submittals shall also mclude, but not be limited to, all mechanical, electncal and electrornc equipment and systems, materials, reinforcmg steel, fabncated items, schedules, plans, piping and conduit detads, and all other submittals spec�ficaVly listed elsewhere in the Contract Documents The Contractor shall fumish all drawmgs, specifications, descnpt�ve data, certificates, samples, tests, methods, schedules, and manufacturer's installat�on and other mstructions as specifically required in the Contract Documents to demonstrate fully that the materials and equipment to be furrnshed and the methods of work comply with the provisions and intent of the Contract Documents Crty of Bremerton � March 2012 Crosstown Prpel:ne Upper Reach Repair SP - 20 J _ � ' � , 1-05.5(2) Contractor's Respons�bilities The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the matenal, equipment, or method of work shall be as descnbed in the submittal The Contractor shall venfy that all features of all products conform to the specified reqwrements Submittal documents shall be clearly edited to mdicate only those items, models, or senes of equipment, which are being submitted for review Ali extraneous matenals shall be crossed out or otherwise obliterated The Contractor shall ensure that there is no conflict with other submittals and notify the City in each case where his submittal may affect the work of another contractor or the City The Contractor shall completely coordinate submittals among his subcontractors and suppliers including those submittals complying with applicable technical sections ' The Contractor shall coordinate submittals with the work so that work wdl not be delayed The Contractor shall coordmate and schedule different categones of submittals, so that one wdl not be delayed for lack of coordination with another No extension of time wdl be allowed because of fadure to properly coordinate, ' schedule or provide complete submittals, or not allowing for sufficient review and processing time by the City The Contractor shall not proceed with any portion of work related to a submittal untd , 1 The submittal process is complete, 2 Contractor has obtained from the Ciiy a submittal marked "No Exceptions Taken", "Make Corrections Noted" or "Product Data/Not Reviewed" � , ' The Contractor shall certify on each submittal document that he has reviewed the submittal, verified field conditions, and complied with the Contract Documents by sigrnng and datmg the submittal transmittal forrn The Contractor may authorize in wnting a material or equipment supplier to deal directly with the City with regard to a submittal These dealings shall be limited to contract interpretations to clanfy and expedite the work In such cases, the Contractor is not absolved from his responsibdities defined herein 1-05.5(3) Request for Substitution or Deviation ' Whenever matenals or equipment are indicated in the Contract Documents by usmg the name of a propnetary item or the name of a particular Supplier, the naming of the item or supplier is mtended to establ�sh the type, funct�on, and quality requ�red Unless expressly stated otherwise, matenals or ' eqwpment of other suppliers may be accepted if suffiaent information is submitted by the CONTRACTOR to allow the ENGINEER to determme that the matenal or equipment proposed is equivalent or equal to that named ' The Contractor shall bear all actual costs incurred by the City associated with review of a proposed substitution or deviation regardless of whether the substitution or deviation is ultimately approved by the City ' ' � ° �J Requests for substitution or deviation for other equipment or matenal shall be in wnting and shall be accompanied with sufficient information to permit the City to identify the nature and scope of the request Information to be provided along with the request shall include 1 All submittal informat�on required for the specified eqwpment, including all deviations from the specified requirements necessitated by the proposed substitution 2 Materials of construction, including matenal specifications and references 3 Performance data, including performance curves and guaranteed power consumption, over the range of specified operating conditions C�ty of Bremerton March 2012 ' Crosstown Pipel:ne Upper Reach Reparr SP - 21 i 4 Dimensional drawings, showing required access and clearances, including any changes to the work required to accommodate the proposed substitution or deviation 5 Where controls are a part of the proposed substitution or deviation, piping, process and mstrumentation drawings (PIDs), produced in the pro�ect format and with pro�ect-specific symbols, along with control descnptions 6 Where controls specified in the pro�ect manual require modification to accommodate the proposed substitution or deviation, piping, process and mstrumentation drawings (PIDs), produced in pro�ect format and with pro�ect-specific symbols, with all reqwred modifications clearly highlighted 7 Information and performance characterist�cs for all system components and ancdlary devices to be fumished as a part of the proposed subst�tution or deviation 8 Reproducible contract drawmgs, marked up to dlustrate the aiterations to all structural, architectural, mecharncal, electncal, and HVAC systems required to accommodate the proposed substitution or deviation 9 A list of installations of the proposed substitution or deviation indicatmg application, location, owner and date of first use Upon receipt of wntten appl�cation for substitution or deviation from the Contractor, including the informat�on specified above, the City wdl estimate the cost of evaluating the request and present the estimate to the Contractor The Contractor is adwsed that the estimate is based upon the best information avadable to the City at the time, however, the actual cost, based on t�me and expense, wdl be documented and applied in the final analysis of the substitution or deviation request If the Contractor wishes to proceed with the request, he shall advise the City in wnting and submit sufficient additionai information as may be requested by the City No evaluation wdl take place untd such time as the Contractor has agreed to the estimate in wnt�ng and has authorized the City to deduct the actual cost of the evaluation from monthly progress payments due the Contractor 1 Categories of Submittals Shop Drawings Per Section 1-06 1 Samples Per Section 1-06 1 Administrative Submittals Submittals that are not Shop Drawmgs or Samples, or that do not reflect quality of product or method of construcfion May include, but not be limited to 1 2 3 4 Applications for payment Construction photographs Progress reports Progress schedules 5 Schedule of values � 6 Schedule of estimated progress payments 7 Traming matenals 8 Training schedules 9 Submittals required by laws, regulations, and goveming agencies Quality Control Submittals May include, but not be limited to C�ty of Bremerton March 2012 Crosstown Prpel:ne Upper Reach Repa:r SP - 22 � � ' � ' ' �� , ' ' ' ' ' ■J ' � � , 1 Manufacturer's mstrucbons 2 Certificates/Certifications a Manufacturer's b Inspection c Goveming Agency's 3 Manufacturer's field service reports 4 Manufacturer's test reports 5 Operation and maintenance data 6 Operat�on and maintenance manuals 7 Quality control plan 8 Reports (inspection and test) 9 Statements of qualifications 10 Test specimens Submittals (Product Data) for Information Only Required Submittals (Product Data) for Information Only are not sub�ect to submittal review procedures and shall be provided where specified as part of the work under this contract and its acceptabdity determined under normal inspection procedures 1 Submittal Transmittal Procedure When the Contract Documents require a submittal, the Contractor shall submit the speafied information to the designated City representative via e-mad in Adobe PDF format Unless otherwise specified, submittals shall be accompanied by transmittal forms to be prowded by City A separate form shail be used for each specific item, class of matenal, equipment, and items specified m separate, discrete sect�ons, for which the submittal is required Submittal documents common to more than one piece of equipment shall be identified with ail the appropnate eqwpment numbers Submittals for vanous items shall be made with a single form when the items taken together constitute a manufacturer's package or are so functionally related that expediency mdicates checking or review of the group or package as a whole A unique number, sequentially assigned, shall be noted on the transmittal form accompanying each item submitted Onginal submittal numbers shall have the following format "XXX", where "XXX" is the sequential number assigned by the Contractor Resubmittals shall have the following format "XXX-Y", where "XXX" is the onginally assigned submittal number and "Y" is a sequential letter assigned for resubmittals, i e, A, B, or C being the 1st, 2nd, and 3rd resubmittals, respectively Submittal 025—B, for example, is the second resubmittal of submittal 025 Submittals which are mcomplete and/or do not have all the information required to be submitted, including but not limited to a signed and dated submittal transmittal form, and copy of marked-up specifications and/or drawings when speafied , are not acceptable and wdl be retumed without review All submittal information provided by subcontractors shall be transmitted through the Contractor and shall bear the Contractor's signature 1-05.5(6) Submittal Review Procedure Crry of Bremerton March 2012 ' Crosstown Prpel:ne Upper Reach Reparr SP - 23 Unless otherwise specified, withm 14 calendar days after receipt of a submittal for review and comment, the City shall review the submittal and retum the rev�ewed copy with the transmittal cover sheet via e- mad m Adobe PDF format 1 If the review mdicates that the matenal or equipment complies with the pro�ect manual, submittal copies wdl be marked "NO EXCEPTIONS TAKEN " In this event, the Contractor may begin to mcorporate the matenal or equipment covered by the submittal 2 If the review mdicates limited corrections are required, copies wdl be marked "MAKE CORRECTIONS NOTED " The Contractor may begin mcorporating the material and equipment covered by the submittal m accordance with the noted corrections Where submittal information wdl be incorporated in 08M data, a corrected copy shall be provided 3 If the review reveals that the submittal is insufficient or contains incorrect data, copies wdl be marked "AMEND AND RESUBMIT" Except at his own nsk, the Contractor shall not undertake work covered by this submittal untd it has been revised, resubmitted and retumed marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 4 If the review mdicates that the matenai, equipment, or work method does not comply with the Contract Documents, copies of the submittal wdl be marked "REJECTED - SEE REMARKS " Submittais with dewations which have not been identified clearly may be re�ected Except at his own nsk, the Contractor shail not undertake the work covered by such submittals untd a new submittal is made and retumed marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED " 5 If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Informat�on Only the submittal will be marked "PRODUCT DATA/NOT REVIEWED Acceptabdity of the material, equipment, or work shall be determmed under normal inspection procedures 1-05.5(6)A Effect of Review of Contractor's Submittals Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibdity for errors therein and shall not be regarded as an assumption of nsks or liabdity by the City, or by any delegated representative, officer or employee thereof, and the Contractor shall have no claim under the contract on account of the fadure, or partial fadure, of matenal, or equipment so reviewed A mark of "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no ob�ect�on to the Contractor, upon his own responsibdity, using the plan or method of work proposed, or providmg the matenals or equipment proposed � Approval of shop drawings or other submittals by the City is only for general conformance with the design concept of the product and general compliance with the Contract Documents Any action required is sub�ect to the requirements of the Plans and Speaficat�ons The Contractor is responsible for dimensions which shall be confirmed and correlated at the Job site, coordmation of his work with that of all other trades, and the satisfactory performance of his work 1-05.5(7) Required Submittals The Contractor shall provide the City all required submittals identified in the Special Provisions and ' Standard Specifications Sections, or shown on Contract Plans, which shall mclude, but not be limited to 1-05.5(7)A Submittals for the Pre-construction Conference The following items shall be submitted at the pre�onstruction conference pnor to the Notice to Proceed For each item, submit 3 hard copies and an electrornc copy on a CD-ROM disk � ' Crty of Bremerton March 2012 Crosstown P►pelme Upper Reach Repatr SP - 24 ' 1 1 � ' � ' � � � � ' � 1 , ' 7 1-05.5(7)B 1. Contractor's and Subcontractor's Contact Information - Names and 24-hour contact telephone numbers of contractor's and each subcontractor's key personnel identified m Standard Specifications Section 1-0513 Electronic copy shall be �n MS Word 2. Contractor's Labor Classifications and Rates Classification of all workers to be employed by the Contractor and its subcontractors in the work, excluding the Contractor's Supenntendent and General Foremen (if any), and, straight-time and overtime Weighted Wage Rates for each submitted labor classification, computed as required in Standard Speciflcat�on Section 1-09 6 Update and resubmit the entire labor classification file whenever worker classiflcations are changed, added or deleted Electronic copy shall be ►n MS Excel 3. Contractor's EQUiqment Classificat�ons and Rates Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the work, and, working and standby (idle) hourly rates for each submitted item of equipment, computed as required by Standard Specification Section 1-09 6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein Update and resubmit this entire equipment Gassification file whenever equipment or small tools classifications are changed, added or deleted Electron►c copy shall be in MS Excel 4. Contractor's Proaress Schedule (Tvpe Bl Progress schedule identified m Special Provisions Section 1-08 3(2)A Format shall be Pnmevera SureTrak or MS Pro�ect 5. Cost breakdown for luma sum rtems, if aaalicable. 6 L�st of all Subcontractors, includinct: a b c d Percentage value of work assigned Pnncipal contact(s) Address Telephone and fax numbers List of all requested exceptions to the Contract Documents. Construction Submittals The following items shall be submitted at least three weeks pnor to the associated construction activity to allow ample time for review and resubmittal if necessary - Catalog information and data sheets for all matenals to be installed on pro�ect - Shop drawings for reinforced concrete structures - Shop drawings mdicating layout and sequence of replacement for concrete pavement, sidewalks and curbs , = Temporary Bypass Plan (See Section 7-17 3(1)) Connection Plan (See Section 7-17 3(2)) - Erosion Control Plans � � ❑ - Mobdization and Staging Plan (See Section 1-07 24(1)) - Temporary Traffic Control Plans, as requested by the Owner - Certification for Traffic Control Supervisor (TCS) - Shoring Plans - Manufacturer's certification for trench boxes to be utdized - Records of survey for monument reset Crty oJBremerton March 2012 ' Crosstown P:pel:ne Upper Reach Repa:r SP - 25 - Any other construction-related submittal identified eisewhere m the Contract Documents 1-05.5(7)C Additional Administrative Submittals The following administrative submittals shall be submitted when noted - Retainage account information - Submit prior to first invoice - Intent to Pay Prevadmg Wage Rates for pnme contractor and subcontractors'- Subm�t prror to �ssuance of Not�ce to Proceed - Certified Payrolls - Subm�t week/y - Affidavit of Wages Paid - Subm►t upon complet�on of Work - Additional submittals where identified in the Contract Documents and as requested by the Engmeer � 1-05.7 Removal of Defective and Unauthorized Work (October 1, 2005 APWA GSP) Supplement this section with the following If the Contractor fails to remedy defective or unauthonzed work withm the time specified m a written notice from the Enginee�, or fails to pertorm any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary If the Contractor fails to comply with a wntten order to remedy what the Engineer determines to be an emergency situation, the Engmeer may have the defective and unauthorized work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to pertorm compieted by usmg Contracting Agency or other forces An emergency situation is any situation when, in the opinion of the Engineer, a delay in its remedy could be potentially unsafe, or might cause serious nsk of loss or damage to the public Direct or indirect costs incurred by the Contractmg Agency attnbutable to correctmg and remedymg defective or unauthorized work, or work the Contractor failed or refused to pertorm, shall be paid by the Contractor Payment will be deducted by the Engmeer from monies due, or to become due, the Contractor Such direct and indirect costs shall mclude in particular, but without limitation, compensation for additional professional services reqwred, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work No ad�ustment in contract time or compensation wdl be allowed because of the delay in the perFormance of the work attributable to the exercise of the Contracting Agency's rights prov�ded by this Section The rights exercised under the provisions of this section shall not diminish the Contracting Agency's nght to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as required 1-05.10 �*****� Guarantees Ctiy of Bremerton Mmch 2012 Crosstown Prpelrne Upper Reach Reparr SP - 26 ' � ' � ' , � , Supplement this section with the following If within one year after the date of Substantial Completion or such penod as may be prescribed by Laws or Regulations or by the terms of any applicable special guarantee required by the Contract Documents or by any specific prowsion of the Contract Documents, any Work is found to be defective, Contractor shall within seven (7) days of receiving written notice, without cost to City, (i) remove it from the site and replace it with Work that is not defective, and (u) satisfactordy correct or remove and replace any damage to other Work or the works of others resulting there from If Contractor does not promptly comply with the terms of such instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defectwe Work corrected or the re�ected Work removed and replaced, and all claims, costs, losses and damages caused by or resulting from such removal and replacement (includmg but not limited to all costs of repair or replacement of work of others) will be paid for by Contractor Where defective Work (and damage to other Work resulting therefrom) has been corrected, removed or replaced under this paragraph, the Warranty Period hereunder with respect to Work wdl be extended for an additional period of one year after such correction or removal and replacement has been satisfactordy completed 1-05.11 �..*.,.� Final Inspection , Delete this section and replace with the following ' 1-05.11(1) Substantial Completion Date ' When the Contractor considers the work to be substantially complete, the Contractor shall so notify the Engineer and request the Engineer to establish the Substantial Completion Date The Contractor's request shall list the specific items of work that remam to be completed in order to reach ' physical completion The Engineer will schedule an inspection of the work with the Contractor to determine the status of completion The Engineer may also establish the Substantial Completion Date undaterally I ' If, after this inspection, the Engineer concurs with the Contractor that the work is substantially complete and ready for its intended use, the Engineer, by written notice to the Contractor, will set the Substantial Completion Date If, after this inspection the Engmeer does not consider the work , substantially complete and ready for its intended use, the Engmeer will, by wntten notice, so notify the Contractor givmg the reasons therefore � , ' , Upon receipt of written notice concurring in or denying substantiai completion, whichever is applicable, the Contractor shall pursue vigorously, ddigently and without unauthonzed interruption, the work necessary to reach Substantial and Physical Completion The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the work physically compiete and ready for final inspection 1-05.11(2) Final Inspection and Physical Completion Date C:ty of Bremerton March 2012 ' Crosstown Prpelene Upper Reach Repaer ` SP - 2� When the Contractor considers the work physically complete and ready for final mspect�on, the Contractor by written notice, shall request the Engineer to schedule a final inspection The Engineer will set a date for �nal inspection The Engmeer and the Contractor will then make a final inspection and the Engineer wdl notify the Contractor in writ�ng of all particulars in which the final inspection reveals the work mcomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies Corrective work shall be pursued vigorously, ddigently, and without interruption untd physical completion of the listed deficiencies This process will continue until the Engineer is satisfied the listed deficiencies have been corrected If action to correct the listed deficiencies is not irntiated within 7 days after receipt of the written notice listmg the deficienc�es, the Engineer may, upon wntten notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 The Contractor will not be allowed an extension of contract time because of a delay in the perFormance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engineer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was considered physically complete That date shall constitute the Physical Completion Date of the contract, but shall not impiy acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled 1-05.16 �*****� Water and Power (New Section) The Contractor shall make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract includes power and water as a pay item Water may be obtained from the Owner's hydrants The Contractor will be required to deposit $2,000 00 for use of a hydrant meter and backflow preventer assembly w�th the Owner The deposit wdl be refunded upon return of the meter/backflow preventer assembly No charge for water wdl be made unless there is obvious waste 1-05.17 Oral Agreements (New Section) (October 1, 2005 AWPA GSP) No oral agreement or conversation with any officer, agent, or employee of the Contractmg Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contamed in any of the documents comprising the contract Such oral agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequentty put in writing and signed by the Contracting Agency 1-06 1-06.1 �*****� CONTROL OF MATERIAL Approval of Materials Prior To Use: Supplement this section with the following Shop draw�ngs. In addition to notification of matenal suppliers and fabncators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings Crty ofBremerton March 2012 Crosstown P�pelene Upper Reach Repatr SP - 28 , — 1 �- i� �J ' ' u ' � '� , ' I �I� �� Shop drawmgs are defined as drawmgs or data, which dlustrate how specific items, shall be fabricated, manufactured, or installed Shop drawmgs are required for all shop, field fabncated or manufactured items and shall mclude all information necessary for the fabrication and mstallation of the item and to show conformance with these contract documents The information shall include, but not be limited to 2 3 4 5 For fabricated items or those constructed in place, component sizes, layout, connection detads mcluding, but not limited to, connectors, weld type, schedules and sizes, and bonng and �acking equipment Shop drawings for reinforced concrete structures shall inctude, but not reinforcement bending and placing drawmgs Piping Fabrication and Placement Drawings Erection Drawings Diagrams, Illustrations and Data (product, design, or other) materials, and remforcement be limited to, Manufacturers' standard catalog information and details maybe submitted, however, standard manufacturers' information and advertismg literature may not necessanly be sufficient See Section 1-05 5 for submittal procedure and other requirements Samples: Physical examples of matenals, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work wdl be �udged Samples submitted sha�l be of sufficient size and quantity to clearly illustrate functional char,acteristics 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 followmg In cases of conflict befinreen different safety regulations, the more stringent regulation shail apply The Washington State Department of Labor and Industnes shall be the sole and paramount , administrative agency responsible for the administration of the provisions of the Washington Industnal Safety and Health Act of 1973 (WISHA) ' The Contractor shall mamtain at the pro�ect site ofFce, or other well known place at the pro�ect site, all articles necessary for providing first aid to the in�ured The Contractor shall establish, publish, and make known to all employees, procedures for ensuring immediate removal to a hospital, or doctor's care, persons, including employees, who may have been inJured on the pro�ect site Employees ' should not be permitted to work on the pro�ect site before the Contractor has established and made known procedures for removal of in�ured persons to a hospital or a doctor's care , �I � -� 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 resulting from their failure, or improper maintenance, use, or operation The Contractor shall be solely and completely responsible for the conditions of the pro�ect site, including safety for all persons and property m the performance of the work This requirement shall apply continuously, and not be limited to normal working hours The reqwred or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to include review and adequacy of the Contractor's safety measures in, on, or near the pro�ect site City of Bremerton Mmch 2012 ' Crosstown P:pekne Upper Reach Repmr SP - 29 ' 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 Sections 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 questions in this area The Contracting Agency will not ad�ust its payment if the Contractor bases a bid on a misunderstood tax liability The Contractor shali include all Contractor-paid taxes in the unit bid prices or other contract amounts In some cases, however, state retail sales tax wdl not be included Section 1-07 2(2) describes th�s exception The Contracting Agency wdl pay the retained percentage (or release the Contract Bond if a FHWA- funded Pro�ect) only if the Contractor has obtained from the Washington State Department of Revenue a certificate showmg 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 wdl be paid into the proper State fund 1 State Sales Tax Rule 171 WAC 458-20-171, and its related rules, apply to building, repainng, or improving streets, roads, etc , which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used pnmarily for foot or vehicular traffic This mcludes storm or combined sewer systems within and included as a part of the street or road drainage system and power lines when such are part of the roadway lightmg system For work performed in such cases, the Contractor shall include Washington State Retail Sales Taxes in the vanous unit bid item prices, or other contract amounts, inciuding those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructmg and repairmg of new or existmg buddmgs, or other structures, upon real property This includes, but is not limited to, the construction of streets, roads, highways, etc , owned by the state of Washington, water mains and their appurtenances, sarntary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road drainage system, telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lighting system, and installmg or attaching of any article of tangible personal property m or to real property, whether or not such personal property becomes a part of the realty by wrtue of installat�on For work performed in such cases, the Contractor shall collect from the Contracting Agency, retad sales tax on the full contract price The Contracting Agency wdl automatically add this sales tax to each payment to the Contractor For this reason, the Contractor shall not include the retad sales tax in the unit bid item prices, or in any other contract amount sub�ect to Rule 170, with the following exception ' ' � ' � �� ' � � I1 ' L ' ' ' � � Crry of Bremerton Mmch 2012 Crosstown Prpelene Upper Reach Repatr SP - 30 ' L.J � � Exception The Contracting Agency wdl 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 m the unit bid item prices or m any other contract amount � ' 1 Services The Contractor shall not collect retad 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) �*****� , , ' , ' ' � � 1 � ' 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 shail be incidental to other contract pay items 1-07.6 �«*,�**� Permits and Licenses Supplement this sect�on with the followmg This pro�ect has received a Determination of Non-Sigrnficance from the City of Bremerton Department of Commurnty Development No other City of Bremerton permits are required , 1-07.9(5) Required Documents (January 24, 2011 APWA GSP) Supplement this section with the followmg The Contractor or subcontractor directly contracting for "Off-Site, Prefabricated, Non-Standard, Pro�ect Specific Items" as defined below shall identify and report information required on the addendum to the "Affidavit of Wages Paid" form filed with the Department of Labor and Industries [form F700-164-000] The Contractor shall include language in its subcontracts requirmg subcontractors and lower-tier subcontractors to comply with the reporting requirements for "Off-Site, Prefabricated, Non-Standard, Pro�ect Specific Item" on the Affidavit of Wages Paid form addendum The reporting requirement for Items shall apply for all public works contracts estimated to cost over $1 million entered into by the Contracting Agency and Contractor between September 1, 2010 through December 31, 2013 "Off-site, prefabncated, nonstandard, pro�ect specific items" means products or items that are 1 Made pnmanly of architectural or structural precast concrete, fabncated steel, pipe and pipe systems, or sheet metal and sheet metal duct work, and C:ty oJBremerton March 2012 ' Crosstown Prpekne Upper Reach Reparr SP - 31 2 Produced specifically for this Pro�ect and not considered to be regularly avadable sheif items, and 3 Produced or manufactured by labor expended to assemble or modify standard items, and 4 Produced at an off-site location outside the State of Washington The Contractor or subcontractor shall comply with the reporting requirements and instructions on the Affidavit of Wages Paid form, and shall report the following information on the Affidavit of Wages Paid form submitted to the Department of Labor and Industries in order to comply with the reporting requirements for use of "Off-Site, Prefabricated, Non-Standard, Pro�ect Specific" items 1 The estimated cost of the pro�ect, 2 The name of the Contracting Agency and the pro�ect title, 3 The contract value of the off-site, prefabricated, nonstandard, pro�ect specific items produced outside of Washington State, including labor and materials, and 4 The name, address, and federal employer identification number of the contractor thai produced the off-s�te, prefabncated, nonstandard, pro�ect specific items The Contractmg Agency may direct the Contractor, at no additional cost to the Contracting Agency, to remove and substitute any subcontractor(s) found to be out of compliance with the "Off-Site Prefabncated Non-Standard Pro�ect Specific Items" reportmg requirements more than one time as determined by the Department of Labor and Industries 1-07.16 �**,�*� 1-07.16(1) Protection and Restoration of Properly Lot Corners or Permanent Control Points (Wew Section) All lot corners or corners of tracts, section corners or permanent markers of subdivisions therein as well as street monuments and nght-of-way monuments shall be carefully noted and maintamed by the Contractor Some monuments are shown on the Plans and there may be others The Contractor shall notify the Engineer of any existing federal, state, county, aty, and pnvate land monuments encountered prior to pipelme construction The Contractor shall preserve such monuments intact and undisturbed or they shall be referenced by a land surveyor licensed to pract�ce in the State of Washington pnor to any disturbance Any such pin, pipe, stone, plaque, or monument that is removed or disturbed 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 permits as required by the Washington Department of Natural Resources shall be obtained by the contractor's surveyor This work shall be inadental to Contract pay items The Contractor shall contact all property owners and tenants along the pro�ect route, via newsletter/mading, a mmimum of one (1) week prior to start of any construction activity The Contractor shali submit a draft of the property owner notification to the C�ty for review at least 7 calendar days prior to distribution , The newsletteNmading shalf advise the owners and tenants of the type of construction, schedule and indicate the Contractor's name, contact person and telephone numbers 1-07.17 �*****� Utilities and Similar Facilities Ctty ofBremerton Mmch 2012 Crosstown Prpeline Upper Reach Reparr SP - 32 , , , Supplement this section by inserting the following new sections 1-07.17(3) Underground Utilities (New Section) ' Known utdities and structures ad�acent to or encountered in the work are shown on the drawings The locations shown are based upon existing records and the best information available from existing utdity plans However, there may be some discrepancies and omissions m the locations and ' quantities of utilities and structures shown Those shown are for the convenience of the Contractor, and no responsibility is assumed by either the City or the Engineer for the accuracy of their location, existence or completeness � � , ' � , �I u , � ' � � No excavation shal� commence untd underground facilities have been located Contractor shall use reasonable care, including precisely locatmg known underground facilities If an unidentified underground facility is encountered, the excavator shall cease digging in the vianity and notify the Engineer, City and the affected facdity owner In case there is damage, the excavator shall, additionally, take public safety measures, if reqwred Damaged underground facdities shall not be buried, relocated and/or repaired, prior to inspection by the City and the affected facility owner In accordance with and as defined by RCW 19 122, emergency excavations are exempt from the time requirements "Emergency" mcludes customer service outage Provide temporary support for all existmg underground utdities when they are exposed and suspended in the excavation Reference Section 7-08 3(5) for requirements for potholing of existing utilities 1-07.17(4) Contractor's Responsibility for Utility Properties 8� Services (New Section) Where the Contractor's operations could cause damage or inconvenience to radway, telegraph, telephone, television, power, od, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended untd all arrangements necessary for the protection of these utilities and services have been made by the Contractor The Contractor shall protect, in place, all railway, telegraph, telephone (mcluding poles, guy wires and anchors), telev�sion, power (including poles, guy wires, and anchors), od, gas, water, sewer, storm sewer, or irngation systems from damage If intertering railway, telegraph, telephone (including poles, guy wires, and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems are encountered notify the Engineer and the appropriate utdity company at least two (2) working days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure The Contractor shall pay all costs of protecting and/or relocation of such facilities In the event of interruption to domestic water, sewer, storm drain, or other utility services as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of senrice as promptly as possible and bear all associated costs of repair sub�ect to determmation of responsibdity In no case shall interruption of any water or utility service be allowed to exist outside working hours unless pnor approval is granted C:ty of Bremerton March 2012 ' Crosstown P:pelrne Upper Reach Reparr SP - 33 ' In the event the Contractor encounters water and sewer service lines that intertere with trenching or that must be relocated to avoid the new pipeline, the sennces may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, Engmeenng 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 with simdar or equal matenals The Contractor shall replace, at his own expense, any and all other existmg utdities or structures removed or damaged dunng construction, unless otherwise provided for m these Contract Documents or ordered by the Engineer Existmg water mains are generally buned at 3' depth from the ground surFace to the top of pipe 1-07.17(5) List of Utility Owners � , ' L_� ' Following is a list of the utdities servmg the work area indicating the name (if available) and telephone number of the responsible authority of the vanous utdities which should be notified if conflicts or ' emergencies arise during the progress of the work Outside normal workmg hours, report emergencies and mitiate contact with the appropriate individual by callmg 911 UTILITY CONTACT TABLE UTILITY UTILITY NAME CONTACT TELEPHONE # Within City of Bremerton, Department of Public Works and Utilities (PWU): Storm Sewers PWU � Pat Jacobsen 473-5920 Ned Lever 473-2398 Sanitary 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 Fridriksson 473-2354 Contact C�ty Eng►neer Tom Knuckey at 473-2376 �f unable to contact PWU ►nd�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 Utdities Locate Service 800-424-5555 All numbers are (360) prefix unless noted otherwise ' � � � � ' � � ' ' � Cuy ofBremerton March 2012 Crosstown Ptpelme Upper Reach Reparr SP - 34 ' � � , , ' ' ' , ' ' ' , ' ' ' , ' �J 1-07.18 Public Liability and Property Damage Insurance Delete this section in its entirety, and replace it with the following 1-07.18 I nsu rance (January 24, 2011 APWA GSP) 1-07.18�1) General Requirements A The Contractor shall obtain the msurance described in this section from insurers approved by the State Insurance Commissioner pursuant to RCW Title 48 The insurance must be provided by an msurer with a rating of A- VII or higher in the A M Best's Key Rating Gwde, which is licensed to do busmess in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker) The Contracting Agency reserves the nght to approve or re�ect the insurance provided, based on the insurer (including financiai condition), terms and coverage, the Certificate of Insurance, and/or endo�sements B The Contractor shall keep this insurance m force dur�ng the term of the contract and for thirty (30) days after the Physical Completion date, unless otherwise indicated (see C below) C If any insurance policy �s written on a claims made form, its retroactive 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 form coverage shail be maintained by the Contractor for a mirnmum of 36 months following the Final Completion or earlier termmation of this contract, and the Contractor shall annuaily provide the Contracting Agency with proof of renewal If renewal of the claims made form of coverage becomes unavailable, or economically prohibitive, the Contractor shall purchase an extended reporting penod ("tad") or execute another form of guarantee acceptable to the Contractmg Agency to assure financial responsibility for liabdity for services performed D The insurance policies shall contain a"cross liabdity" provision E The Contractor's and all subcontractors' insurance coverage shall be primary and non- contnbutory insurance as respects the Contracting Agency's insurance, self-insurance, or insurance pool coverage F C�3 H The Contractor shall provide the Contractmg Agency and all Additional Insureds with written notice of any policy cancellation, within two business days of their receipt of such notice Upon request, the Contractor shall forward to the Contracting Agency a full and certified copy of the insurance policy(s) The Contractor shail not begin work under the contract untd the required insurance has been obtained and approved by the Contracting Agency Fadure on the part of the Contractor to maintam the msurance as required shall constitute a material breach of contract, upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately termmate the contract or, at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith, with any sums so expended to be repaid to the Contractmg Agency on demand, or at the sole discretion of the Contracting Agency, offset against funds due the Contractor from the Contractmg Agency Crty of Bremerton March 20L2 , Crosstown Prpel:ne Upper Reach Repatr SP - 35 All costs for insurance shall be mcidental to and mcluded in the unit or lump sum pnces of the contract and no add�tional payment will be made 1-07.18(2) Additionai Insured � All insurance policies, with the exception of Professional Liabdity and Workers Compensation, shall name the following listed entities as additional insured(s) - the Contracting Agency and its o�cers, elected officiais, employees, agents, and volunteers The above-listed entities shall be additional insured(s) for the full available limits of liability mamtamed by the Contractor, whether primary, excess, contingent or otherwise, irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract, and irrespective ' of whether the Certificate of Insurance provided by the Contractor pursuant to 1-07 18(3) descnbes limits lower than those maintained by the Contractor 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a minimum the msurance coverages listed in 1-07 18(5)A and 1-07 18(5)B Upon request of the Contracting Agency, the Contractor shall provide evidence of such msurance 1-07.18(4) Evidence of Insurance The Contractor shall deliver to the Contractmg Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meetmg the requirements set forth herein when the Contractor delivers the signed Contract for the work The certificate and endorsements must conform to the followmg requirements 1 An ACORD certificate or a form determined by the Contractmg Agency to be eqwvalent 2 Copies of all endorsements naming Contracting Agency and all other entities listed in 1- 07 18(2) as Additional Insured(s), showmg the policy number The Contractor may submit a copy of any blanket additional insured clause from its policies mstead of a separate endorsement A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement 3 Any other amendatory endorsements to show the coverage required herein 1-07.18(5) Coverages and Limits The msurance shall provide the minimum coverages and limits set forth below Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor from liability in excess of such limits All deductibles and self-msured retentions must be disclosed and are sub�ect to approval by the Contracting Agency The cost of any claim payments falling within the deductible shall be the responsibdity of the Contractor Commercial General Liabilitv A policy of Commercial General Liabdity Insurance, including - Per pro�ect aggregate - Premises/Operations Liabdity - Products/Completed Operations — for a period of one year following final acceptance of the work - Personal/Advertising In�ury - Contractual Liabdity - Independent Contractors Liabdity C�ty ofBremerton March 2012 Crosstown Ptpeltne Upper Reach Repa�r SP - 36 ' ' , , �I Stop Gap / Employers' Liabdity Explosion, Collapse, or Underground Property Damage (XCU) Blasting (only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) Such policy must provide the following minimum limits - $1,000,000 Each Occurrence - $2,000,000 General Aggregate - $1,000,000 Products 8� Completed Operations Aggregate - $1,000,000 Personal 8� Advertismg In�ury, each offence Stop Gap / Employers' Liabdity ' _ $1,000,000 Each Accident $1,000,000 Disease - Policy Limit - $1,000,000 Disease - Each Employee ' Automobile L�abilitv ' � J ' 1 Automobde Liabdity 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 foilowing minimum limit - $1,000,000 Worker's Comoensation combined smgle limit The Contractor shall comply with Workers' Compensation coverage as required by the Industrial Insurance laws of the state of Washington All Risk Builder's Risk Contractor shall purchase and maintain Budders Risk insurance covermg interests of the , Contracting Agency, the Contractor, Subcontractors, and Sub-subcontractors in the work Budders Risk msurance shall be on a ali-nsk policy form and shall insure against the penls of fire and extended coverage and physical loss or damage mcluding flood, ' earthquake, theft, vandalism, malicious mischief and collapse The Builders Risk msurance shall include coverage for temporary buddings, debris removal, and damage to materials in transit or stored off-site Such insurance shall cover "soft costs" including but , not limited to design costs, licensing fees, and architect's and engineer's fees Bwlders Risk �nsurance shall be written in the amount of the completed value of the pro�ect, with no coinsurance provisions ' The Budders Risk msurance covenng the work shall have a deductibie of $5,000 for each occurrence, which wdl be the responsibdity of the Contractor Higher deductibles for flood, earthquake and all other penls may be accepted by the Contracting Agency upon , written request by the Contractor and wntten acceptance by the Contracting Agency Any incre�sed deductibles accepted by the Contracting Agency wdl remain the responsibdity of the Contractor �� 1 ' The Budders Risk insurance shall be maintained until final acceptance of the work by the Contracting Agency C�ry of Bremerton March 2012 , Crosstown Prpehne Upper Reach Repatr SP - 37 The Contractor and the Contract�ng 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 penls to the extent covered by Budders Risk insurance or other property msurance applicable to the work The policies shall provide such waivers by endorsement or otherwise Excess or Umbrella Liabilitv The Contractor shall provide Excess or Umbrella Liabdity coverage at limits of one (1) million per occurrence and annual aggregate This excess or umbrella liability coverage shall apply, at a minimum, to both the Commercial General and Auto msurance policy coverage This requirement may be satisfied instead through the Contractor's primary Commercial General and Automobile Liabdity coverage, or any combination thereof Pollut�on L�abilitv The Contractor shall provide a Pollution Liability policy, providing coverage for claims mvolving boddy m�ury, property damage (including loss of use of tangible property that has not been physically in�ured), cleanup costs, remediation, disposal or other handling of pollutants, mcluding costs and expenses incurred in the investigation, defense, or settlement of claims arismg out of 1 Contractor's operations related to this pro�ect, and/or 2 Remediation, abatement, repair, maintenance or other work with lead-based paint or matenals contairnng asbestos, and/or 3 Transportation of hazardous matenals away from any site related to this pro�ect Such Pollution Liabdity policy shall provide the following minimum coverage - $1,000,000 each loss and annual aggregate 1-07 23 �,�***� Public Convenience and Safety Supplement this section with the following Unless noted otherwise, durmg _non-working hours, all trenches on streets open to traffic shall be either 1) backfilled and covered with cold mix asphait in accordance with SP 5-04, or 2) Covered with steel plates, with cold mix asphalt placed around the edge of the sheets to provide a transition befinreen the sheet and the road Upon completion of a pip�ng alignment, immediately place temporary asphalt patching material over the trench in accordance with SP 5-04 untd permanent restoration can be provided On a case-by-case basis, the Contractor may request to leave the trench open dunng non-working hours If the request is approved by the Engineer, the Contractor shall supply OSHA-approved barricades and adequate traffic control around the excavation for pedestrian and vehicle safety Work areas shall be barncaded to prevent public access and provide a buffer between the work zone and the public Ctty ofBremerton March 2012 Crosstown Ptpelrne Upper Reach Repatr SP - 38 ' � ' 1-07 23(1) Construction Under Traffic �**,�*� ' ' ' Supplement this section with the following This section discusses traffic control parameters and constraints These parameters and constraints shall be used in con�unction with the Traffic Control (TC) Plans Traffic control plans shall take into account all work situations associated with the pro�ect, including pipe instaliation, surtace restoration, and night work All signage, flaggmg, channelization, and other traffic control measures shall be m accordance with WSDOT Standard K-plans and MUTCD The Contractor shall develop and submit additional traffic control pians upon request of the Owner The TC Sheets indicate when roads and mtersections can be closed to perForm the work ' 1-07.23(1)A Work along Montgomery Avenue (NEW SECTION) ' ' ' � ' Montgomery Avenue befinreen 8' Street and 11' Street is both residential and commercial The street sees mamly residential traffic, though delivery trucks to the Safeway store at 9�' and Montgomery Avenue may use Montgomery for making turns Whde actively workmg (i e excavating and instalimg pipe) at the intersection of 9�' and Montgomery, the Contractor is permitted to close the intersect�on The planter strip and sidewalk shall be removed and the road opened at 11�' and Montgomery to allow local residential traffic prior to beginning construction on Montgomery Avenue Both driveways to the Safeway Loading Area shall remain open at all times, except the entrance on Montgomery may be temporanly closed dunng installation of the pipe in front of the driveway The Contractor is permitted to place the 18-inch temporary bypass pipe on the surface across the intersection but not across the Safeway driveway on Montgomery Avenue North of Station 4+10, the Contractor may close Montgomery Avenue in the moving construction zone as shown on the traffic control plans but shall allow local access to residents at all times � 1-07.23(1)B Work along 11 Street (NEW SECTION) 11�' Street is one of the most cntical and high volume streets in the C�ty To allow the Contractor to 1 work rapidly and with minimal disruption, the Contractor is permitted to close 11` Street to thru-traffic between Callow Avenue and Naval Avenue as shown on the TC Sheets The Contractor shall perform the pipe installation on 11�' Street in a continuous and expeditious manner Once the pipe ' installation begins on 11 Street, the Contractor shall complete the work and pertorm final paving of 11�' Street so that 11�' Street is closed only one time for a smgle duration The Contractor is permitted to stockpile matenals m this area while the work is occurring The trench is allowed to ' remain open up to 250 feet m length dunng non-work hours and the Contractor shall take measures to secure the trench as need to ensure public safety dunng off-work hours Upon completion of the 36-inch pipe installation to Station 18+25 along 11�' Street, the Contractor � shall within 72 hours perForm final paving between Station 9+60 to 18+25 and reopen the side streets Montgomery Avenue, Rainer Avenue, Bloomington Avenue, and Olympic Avenue ' C�ty oJ'Bremerton March 2012 , Crosstown P�peline Upper Reach Reparr SP - 39 Upon completion of the 36-mch pipe installation, fittings, valves, and connection made to the 18-inch pipe on Naval Avenue (see Sheet D7), the Contractor shali within 4 work days perform cleanup, finai paving, and mstallation of new raised pavement markers so that 11�' Street can be fully open to traffic for the remamder of the pro�ect, except as described for the wye and valve cut-in at Station 24+60 The wye and valve cut-in on the existing 30-inch DI main at Station 24+60 (intersection of 11�' Street and Naval Avenue) wdl be performed at a later date after CIPP installation The Contractor is permitted to close finro lanes on 11�' Street for 3 consecutive work days to excavate, cut-in the fittings and valve, and final pave the street The City, through a separate contract, wdl restore the crosswalk and stopline markings at the intersection 11�' Street and Naval Avenue is a signalized intersection There is both signal conduit and actuator loops which are buried approximately 12" to 24" below the surface of the pavement This mformation is not shown on the plans Prior to construction m these areas, City staff wdl locate on the surface both signal condwt and actuator loops City staff will mark the locations using appropnate colored paint on the asphalt surface The Contractor shall excavate carefully in these areas to minimize disruption to the signal conduit and actuator loops The conduit and loops shall be restored to pre-construction conditions All costs to work in the signalized intersections, protect condwt and loops, and restore them to pre-construction conditions shall be considered incidental to all other work m this contract If necessary to facilitate construction and reduce traffic congestion, City staff wdl set the traffic signals to 4-way blinkmg red upon request of the Contractor to facditate the Contractor's work in the intersections Traffic signal loops in the mtersection of 11�' and Naval may be disturbed by the construction The loops wdl be replaced by a separate City contract or by City staff The Contractor shall permit access by the City staff or the other Contractor as needed to install the loops 1-07.23(1)C Work along Naval Avenue (NEW SECTION) Naval Avenue befinreen 11�' Street and 13�' Street is mainly residential The Contractor may close ' Naval Avenue m the movmg construction zone as shown on the traffic control plans but shall allow local access to residents at all times 1-07.23(2) Construction and Maintenance of Detours �*****� Delete this section and replace with the following Unless otherwise noted in the Traffic Control Plans and in this section, the Contractor shall mamtain finro-way traffic dunng construction The Contractor shall build, maintam in a safe condition, keep open to traffic, and remove when no longer needed 1 Detours and detour bridges that will accommodate traffic diverted from the roadway or bridge dunng construction, 2 Detour crossings of intersecting highways, and 3 Temporary approaches " � C� ' � � , Ctty ofBremerton March 2012 Crosstown Prpeltne Upper Reach Repatr SP - 40 , C� C� �� I ' , LJ I� �", � � ' ' The construction and maintenance of detours includmg traffic control and signing is the sole responsibdity of the Contractor All costs to provide, maintain, and remove detours are included m the lump sum price for temporary traffic control and no further compensation will be made Detours wdl be required during road closures The Contractor shall submit a detour plan for review and approval by the City prior to implementation of the detour The Contractor shall build, maintain, and remove all detours Upon fadure of the Contractor to immediately provide, mamtain, or remove detours when ordered to do so by the Engmeer, the City may, without further notice to the Contractor or the Surety, provide, mamtam, or remove the detours and deduct the costs from any payments due or coming due the Contractor Implernentation of detours shall be coordinated with the Contractor's progress schedule to indicate when the various elements of the detours wdl be needed The detours shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and the specifications The acceptance of any proposal to modify the detour plan shall be entirely at the sole discretion of the Engmeer 1-07.24 Rights of Way (Octobe� 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 construction permits are indicated in the Plans The Contractor's construction activities shall be confined within these limits, unless arrangements for use of private property are made Generally, the Contracting Agency wdl have obtained, prior to bid opening, all ' easements, both permanent and temporary, necessary for carrying out the work are noted in the Bid Documents or wdl be brought to the Contractor's attention Addendum , ' � �� ' � �J rights of way and Exceptions to this by a duly issued Whenever any of the work is accomplished on or through properly other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the private property Copies of the easement agreements may be included in the Contract Provisions or made avadable to the Contractor as soon as practical after they have been obtained by the Engmeer Whenever easements or rights of entry have not been acquired prior to advertising, these areas are so noted m the Plans The Contractor shall not proceed with any portion of the work in areas where right of way, easements or rights of entry have not been acquired untd the Engineer certifies 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 Contracting Agency in obtaining easernents, rights of entry or right of way, the Contractor will be entitled to an extension of time The Contractor agrees that such delay shall not be a breach of contract Each property owner shall be given 48 hours notice prior to entry by the Contractor This includes entry onto easements and private property where private improvements must be ad�usted The Contractor shall be responsible for providing, without expense or liabdity to the Contractmg Agency, any additional land and access thereto that the Contractor may desire for temporary construction facdities, storage of matenals, or other Contractor needs However, before using any C:ty of Bremerton Mrnch 2012 ' Crosstown P�pelrne Upper Reach Reparr SP - 4! private property, whether ad�oining the work or not, the Contractor shall file with the Engineer a written permission of the private property owner, and, upon vacating the premises, a wntten release from the property owner of each property disturbed or otherwise mterfered with by reasons of construction pursued under this contract The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected, stating that permission has been granted to use the property and all necessary permits have been obtained or, m the case of a release, that the restoration of the property has been satisfactordy accomplished The statement shall include the parcel number, address, and date of signature Written releases must be filed with the Engineer before the Completion Date will be established - 1-07.24(1) Mobilization and Staging Area (NEW SECTION) The City has designated the lot located at 1133 Naval Avenue as a staging area for the Contractor The alley access on the west end of this property must remam open to the ad�acen't property owners and the City If this area proves insufficient, the Contractor shall select a staging area for locating their eqwpment, materials, private vehicles and construction office The Contractor may use multiple sites The Contractor shall submit a mobdization and stagmg plan to the Engineer for approval a mirnmum of ten (10) working days prior to mobdization onto the pro�ect site The plan shall mdicate at a mmimum the following - An aenal map showing the location of all staging areas and matenal stockpiles sites The map(s) shall indicate the location of equipment and matenal storage, construction trader, pariang for pnvate vehicles, and entrance and exit points Maximum scale of the map shall be 1" = 10' - Wntten and signed statement from the property owner(s) indicating that the Contractor has received permission to use the designated area for stagmg or matenal stockpdes - The addresses, names and phone numbers of all property Owners where staging and matenal stockpde wdl occur and for properties immediately ad�acent on all sides - Fencing proposed - Any grading required to prepare the areas - Temporary erosion and sedimentation control (TESC) measures - Traffic control measures NOTE: THE CONTRACTOR IS NOT PERMITTED TO USE PUBLIC RIGHT OF WAY FOR STAGING OF ANY EQUIPMENT OR MATERIALS UNLESS PERMITTED ELSEWHERE IN THE CONTRACT DOCUMENTS OR REQUESTED BY THE CONTRACTOR AND APPROVED IN WRITING BY THE OWNER. PRIVATE VEHICLES FOR EMPLOYEES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL BE PARKED AT THE CONTRACTORS STAGING AREA. 1-07.24(2) Soil Stockpile Area (NEW SECTION) The Contractor may store excavated material alongside the trench in the construction zone, m the staging area, or at matenal stockpile sites See Section 1-07 24(1) for reqwrement to submit plans for locations of sod stockpile sites Crty of Bremerton March 2012 Crosstown PrpeJene Upper Reach Repa�r SP - 42 ' ' 1-07.28 ' 1-07.28(1) � u � ' Safety Requirements and Protection of Property (New Section) Contractor's Responsibility for Safety The Contractor shall do whatever work is necessary for safety and be solely and completely responsibie for conditions of the �ob site, including safety of all persons (mcludmg employees) and property dunng the Contract period This requirement shall apply continuously and not be limited to normal working hours The Contractor shall at ali times provide proper facdities for safe access to the work by authonzed govemment officials 1-07.29 Potential for Contaminated Soils (NEW SECTION) General The possibdity for encountenng contammated sods is low However, encountenng such matenals is of concem because of worker safety and disposal requirements The groundwater elevation is anticipated to be below the elevation of construction � Contractor's Responsibdities The Contractor shall be responsible for all matters related to worker safety and for detect�on of contaminated sods and/or groundwater encountered dunng construction as they relate to worker safety The Contractor shall ensure the protection of the safety and health of construction workers and other authonzed persons at the work site from exposure to potentially ' hazard\ us substances , 1-07.30 Field Office (NEW SECTION) The Contractor shall establish and maintam for the durat�on of the Contract a field office at the ' designated stagmg area The office shall provide a minimum 150 square feet in a separate space for the exclusive use of the Engineer and the Engineer's staff The sanitary facdities shall be mtegral or ad�acent The same sarntary facdities avadable to the Contractor shall be avadable to the Engmeer � ' ' ' ' C � The field office shall be a weather-t�ght budding, either portable or permanent structure a mirnmum of ten (10) feet wide, havmg at least one door The intenor walls shall be covered with matenal suitable for displaying contract plans and progress charts, etc The Contractor shall provide a lockmg device and shall provide to the Engineer a minimum of three (3) sets of keys The Engineer's space shall be fumished with an ofFce desk at least 30-inches by 60-inches, metal trash can, chair, and lamp (or other adequate form of lighting) The field office, equipment, and appurtenances supplied by the Contractor shall revert to and be removed by the Contractor when the Engmeer gives Notice of Completion to the Contractor Cost of field oifice, equipment, and appurtenance list above, includmg fumishmg, erection, permits, subsequent moves if required, and removal shall be included m the bid item for Mobdization No payment for Mobdization wdl be made untd the Field Office for the Engineer and the Engineer's staff has been provided and approved 1-08 PROSECUTION AND PROGRESS Add the following new section � Ctty of Bremerton March 2012 , Crosstown Prpelrne Upper Reach Repair SP - 43 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the followmg 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) Prior to the Contractor beginning the work, a preconstruction conference will be held befinreen the Contractor, the Engineer and such other interested parties as may be mvited The purpose of the preconstruction conference will be 1 To review the initial progress schedule, 2 To establish a workmg understanding among the various parties associated or affected by the work, 3 To establish and review procedures for progress payment, notifications, approvals, submittals, etc , 4 To establish normal workmg hours for the work, 5 To review safety standards and traffic control, and 6 To discuss such other related items as may be pertinent to the work The Contractor shall prepare and submit at the preconstruction conference the followmg 1 An initial progress schedule, 2 A preliminary schedule of submittals, and 3 A list of matenal sources for approval if applicable 1-08.0(2) Hours of Work (June 27, 2011 APWA GSP) Except in the case of emergency or unless otherwise approved by the Contracting Agency, the normal straight time working hours for the contract shall be between 7 00 a m. and 6:00 p.m The Contractor may elect to work either - 5 days @ 8 hours per week - - 4 days @ 10 hours per week The Contractor shall notify the Owner at the pre-construction conference of the planned schedule The Owner shall be notified in writing if the Contractor modifies the schedule at any time during construction Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays, before 7 00 a m or after 6 00 p m on any day, or longer than an 8-hour period on any day The Contractor shall apply in writing to the Engineer for such permission, no later than noon on the workmg day prior to the day for which the Contractor is requesting permission to work Permission to work befinreen the hours of 10 00 p m and 7 00 a m durmg weekdays and between the hours of 10 00 p m and 9 00 a m on weekends or holidays may also be sub�ect to noise control requirements Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complaints are received from the public or ad�oming property owners regarding the noise from the Contractor's operations Ctty of Bremerton March 2012 Crosstown Ptpehne Upper Reach Repatr SP - 44 ' I � , ' � � � �� J , The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time working hours Monday through Friday may be given sub�ect to certain other conditions set forth by the Contractmg Agency or Engineer These conditions may include but are not limited to 1-08.0(2)A �*****� The Engineer may require designated representatives to be present dunng the work Representabves who may be deemed necessary by the Engineer include, but are not limited to survey crews, personnel from the Contractmg Agency's material testing lab, mspectors, and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence On non-Federal aid pro�ects, requinng the Contractor to reimburse the Contractmg Agency for the costs in excess of straight-time costs for Contract�ng Agency representabves who worked dunng such times Night Work Constraints (NEW SECTION) Work from the hours 8 p m to 5 a m(night work) is not permitted under any circumstances except as follows 1-08.0(3) Reimbursement for OT Work of Contracting Agency Employees (May 25, 2006 APWA GSP; may not be used on FHWA-funded projects) ' Where the Contractor elects to work on a Saturday, Sunday, or hoi�day, or longer than an 8-hour work shift on a regular working day, as defined in the Standard Specifications, such work shall be cons�dered as overtime work On all such overtime work an mspector wdl be present, and a survey , crew may be required at the discretion of the Engineer In such case, the Contracting Agency may deduct from amounts due or to become due to the Contractor for the costs in excess of the straight- time costs for employees of the Contractmg Agency required to work overtime hours ' The Contractor by these specifications does hereby authorize the Engmeer to deduct such costs from the amount due or to become due to the Contractor , 1-08.0(4) Weekly Construction Meetings (New Section) � , � � Weekly meetmgs shall be held at a mutually agreed-upon location and day of the week and time The purpose of the meet�ng wdl be to discuss the work, resolve any quant�ty or force account disagreements, rewew the Contractor's Progress and Schedule, and review the record drawings The Contracting Agency shall develop an agenda for each weekly meeting The Contractor shall provide an updated 3- week look-ahead schedule for each meet�ng 1-08.0(5) Other Meetings (New Section) Dunng the course of the pro�ect, it will be necessary to schedule additional meetings 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 meetmg or reqwre involvement form others not directly C:ry of Bremerton March 2012 ' Crosstown Prpelrne Upper Reach Repatr SP - 45 associated with the pro�ect When a special meeting is required, the Engineer wdl coordinate time and place for all required attendees Special meeting topics may include - Traffic control - Work sequence - Coordmation for planned outages - Bypassmg flow 1-08.3 �*****� 1-08.3(1) �**.**� Progress Schedule � General Requirements Supplement this section with the following The Contractor shail submit a Type B Schedule The Contractor shall use the following scheduling software - Primavera 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 section with the following The Contractor shall provide a monthly update to the Type B Schedute, to be submitted at the first weekly meet�ng of the month Payment wdl be withheld untd the updated schedule has been submitted 1-08.4 �*****� Notice to Proceed and Prosecution of the Work Delete the text in this section and replace with the following paragraph Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of msurance have been approved and filed by the Contracting Agency The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer The Contractor shall commence construction activities on the pro�ect site within ten days of the Notice to Proceed Date, unless otherwise approved in wnting The Contractor shall ddigently pursue the work to the physical completion date withm the time specified in the contract Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibdity to complete the work within the time(s) specified in the contract Crty ofBremerton March 2012 Crosstown Ptpehne Upper Reach Repaer SP - 46 r-, J � 1-08.5 , �*.�.*� ' � , Time of Completion Delete the text in this section and replace with the following paragraph The Contractor shall begin work withm ten (10) calendar days of the Not�ce to Proceed date The Work shall obtain Substantial Completion within the time designated in 'Article 2' of the CONTRACT Time lost m replacmg improper work or material shall not furnish any grounds to the Contractor for claiming an eutension of time for the completion of the work and shall not release the Contractor from damages or liabilities for fadure to complete the work withm the time stipulated 1-08.9 ' �**,�*� � �J ' ' Liquidated Damages Delete and replace the second paragraph with the following Liquidated damages are established per 'Article 3' of the CONTRACT The Engineer wdl deduct the accumulated amount from any money due or commg due to the Contractor NOTE: DUE TO THE NEED TO WORK DURING DRY WEATHER AND THE SIGNIFICANT IMPACT TO THE PUBLIC FROM THIS PROJECT, COMPLETING THIS CONTRACT ON SCHEDULE IS CRITICAL. THE CITY SHALL SEEK LIQUIDATED DAMAGES IF THE CONTRACT IS NOT COMPLETED WITHIN THE CONTRACTUAL TIME PERIOD. CONTRACTORS ARE ENCOURAGED TO EXPEDITE THE SCHEDULE TO THE GREATEST EXTENT POSSIBLE, t 1-08.12 �**,�**� Construction Constraints and Sequencing (New Section) ' The improvements for this pro�ect mclude rehabditation of an exist�ng 30" diameter sewer mam and construct�ng a new 36" diameter HDPE sewer mam (approximately 2400 LF) Bypassing flow is required to perform some of the improvements Addit�onally, some of the work requires cuttmg into acUve large- , diameter sewer mains To perform the work, construct�on must be accomplished in a certain sequence and there are certain events that must occur before other events can occur ' � ' , Followmg is a sequence for complet�ng the pipelme work The sequence is general and mtended only to provide the Contractor a chronological framework for complet�ng the work The work m Section A must be completed before the work in Section B can begin, smce Section B work requires flow to be bypassed from the exist�ng 30-mch ductde iron main The Contractor shall develop a work sequence and submit it for review and approval by the City at least 10 working days before beginrnng excavat�on A PIPELINE AND BYPASS SYSTEM INSTALLATION 1 Remove planting area and sidewalk at 11�' St and Montgomery Avenue and construct temporary access for pnvate and construction veh�cles 2 Construct new 36" HDPE force mam from Sta 4+10 (north of Safeway driveway on Montgomery) Crty of Bremerton March 7012 ' Crosstown PtpeGne Upper Reach Reparr SP - 47 to Sta 24+55, includi�g valves and fittings Connection to existing 30" DI at Naval Avenue wdl be done affer the 30" pipe has been rehabd�tated with CIPP 3 Construct 18-inch AWWA C905 pipe for permanent upper bypass (Naval Avenue) - Pertorm 10" hot-tap of 12" PVC AVWVA C900 north of intersection of 13"' and Naval - Install the 24" cross fitting with valves at Station 31+43 (13�' and Naval) Th�s �s cut-�n work of an act►ve sewage mam and must be done at n�ght between 9 p m and 4 30 a m dunng /ow flows A temporary bypass w�ll be nequ►red from the hot tap to the top of the suir�e chamber The Criy wdl shut down a ma�or pump stat�on to stop the flow m the ma�n wh�le the work �s occunng Construct 12" SS (44 LF) from 10-inch hot-tap to cross fitting assembly at Station 31+43 (13�' and Naval) and make connections Construct 18" SS from Station 24+50 (11�' and Naval) to the cross fitting assembly at Stat�on 31+43 (13�' and Naval) and make connections Temporanly plug the 18" wye fitting at Stat�on 30+50 to isolate the surge chamber 4 Construct lower temporary bypass (Montgomery Avenue) - Construct 18" temporary bypass from Sta 0+87 to Sta 4+10 - Pertorm 24" hot-tap of 30" CCP pipe at Sta 0+87 and install Ime stop assembly - Make all connec�ons 5 Activate temporary bypass pipmg - Install Ime stop �n 30" CCP at Sta 0+87 - Actuate valves to bypass flow from existmg DI ma�n from 24-mch cross fitting and valve assembly (Sta 31+47) to line stop on Montgomery (Sta 0+87) Coordmate valve c{osure �nnth Owner Flow is now bypassing through 18-mch piping on Naval, 36-inch HDPE main on 11�' Street and Montgomery, and 18-inch temporary pipe on Montgomery B ACTIVITIES TO BE PERFORMED WHILE FLOW IS BYPASSED FROM 30-INCH DI MAIN 1 Drain existmg 30" pipe from Station 1+00 (8�' and Montgomery) to 30+75 (13"' and Naval) 2 Replace 30" DI pipe with 36" HDPE from Sta 1+00 to 3+08 Make connection to existing 30-inch pipe at Station 3+08 (9�' and Montgomery) 3 Install remairnng 36-inch HDPE from Sta 3+08 to 4+10 Lower bypass pip►ng on Montgomery Avenue can now be removed and 36-�nch placed fully onl�ne 4 Demolish and replace the surge chamber at Station 30+75 (13�' and Naval) 5 Perform CIPP rehabditation of existing 30" pipe from 13�'/Naval to 10�'/Navai 6 Cut-in wye fitting with valve at Sta 24+60 (11�'/Naval) 30-�nch ma�n Stat�on 24+60 (11"' and Naval) and 30+75 (13"' and Naval) can now be p/aced back on-Ime 7 Make final connection between the 18" wye at Station 30+50 and the surge chamber 8 PerForm any remaining work as reqwred per the Contract Documents C�ry of Bremerton March 2012 Crosstown Prpel:ne Upper Reach Repatr SP - 48 1 1 � ' ' �J 1-08.12(A) Planned Outage (New Section) �****�� A planned outage of a sewage pump stat�on is required to cut-in the cross fitt�ng and valve assembiy at Station 31+43 The pump station outage wdl stop the flow in the 24-inch ductde iron mam on 13"' Street The outage may only be pertormed at rnght between 9 p m and 4 30 a m whde flows in the system are at therr lowest The Contractor shall schedule the outage with the City at least 5 days pnor to the actuai outage event Outages cannot occur during wet weather and are sub�ect to cancellation by the Owner depending on the weather Outages require coordination beiween the City and Contractor A poorly planned outage could lead to a sanitary sewer overflow (SSO), possibly resulting m fines to both the City and Contractor The outages shall be discussed at weekly meetings leading up to the event to ensure both staffs understand roles and responsibdities The City wdl schedule a speciaf ineet�ng as necessary to ensure coordination ' The Owner shall control the pump stations dunng the outage The Contractor shall provide ail labor, equipment, materials, and supplies to drain and/or bypass the sewer that shall be cut or opened, including any special equipment required for rnght work The Contractor shall use methods to control the sewage so that none discharges from the trench ' Working at night with heavy equipment after 10 p m requires a vanance from City noise ordinance The ' Contractor shall be responsible for meetmg all of the requirements of the Noise Ordinance Variance ' 1-09 , 1-09.1 ' 1-09.1(1) �***«*� , 1 General MEASUREMENT AND PAYMENT Measurement of Quantities Quantity Reporting Requirements (New Section) a Requirement Preparation of dady Quant�ty Reports generally as described m this Section is hereby reqwred of both the City and Contractor ' b Controlling Record City and Contractor hereby acknowledge that the purpose of such dady Quant�ty Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limitmg disputes by tracking and agreeing on the vanous quant�ties of work as it is performed The dady Quantity Reports required herein shall ' become the controlling record and source documentation of the work performed and the matenals provided by the Contractor each day c Correction of Errors Nothing in this Section shall bar later ad�ustment of quantities for the ' purpose of correctmg errors or omissions when such ad�ustment is authonzed by the Engineer City and Contractor hereby agree that the Engineers decision regarding corrections shall be final, as prowded in Standard Specifications Section 1-05 1 ' d Dispute Resolution For the purposes of this Section only, dady Quantity Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, any dispute related to the quantity of work ' performed dunng the preceding week shall be resolved and flnal bid item quantities agreed upon �� 2 Dady Quantity Report C►ry ofBremerton Mmch 2012 ' Crosstown P:pehne Upper Reach Reparr , SP - 49 Report Preparation The Engmeer wdl complete a dady Quantity Report for each day that work is performed The Contractor shall furrnsh any required material invoices or load receipts to the Engineer each day in t�me for completion of the day's report The Engineer and Contractor shall review each day's report not later than the end of the next business day Both the Engineer and Contractor shall sign/initial each day's Quantity Report, acknowledging the quantities of work and matenals indicated in the Report The City uses WSDOT Form # 422�35, titled Field Note Record for daily quant�ty reports A sample fonn is included in the appendices 1-09.6 �*****� Force Account Supplement this section w�th the followmg The bid item "Minor Changes and Force AccounY' has been included in the Bid Proposal for changes - As directed by the Owner m accordance with Section 1-04 4 This wdl be issued as Work Change Directives and incorporated into the contract via a Change Order - Due to differing site condit�ons, as descnbed in Section 1-04 7, for which the Engmeer determines the Contractor is due additional compensation per Section 1-04 7 and which is not covered by the contract urnt pnces No payment wdl be made for any work that has not been expressly approved by the Engineer 1-09.6(1) �*****� 1 General Force Account Reporting Requirements (New Section) a Requirement Preparation of dady reports generally as descnbed m this Section, of all Force Account Work authonzed by the City, is hereby required of both �the City and Contractor b Controlling Record City and Contractor hereby acknowledge that the purpose of such dady reports is to create a valid, contemporaneous record of all work perFormed by the Contractor in response to Work Change Directives (WCD) issued by the City, with the goal of limitmg d�sputes by agreemg on the amounts and costs of work as the work is pertormed The daily reports required herein shall become the controllmg 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 Section shall bar later ad�ustment of quantit►es or costs for the purpose of correcting errors or omissions when such ad�ustment is authonzed by the Engmeer C�ty and Contractor hereby agree that the Engmeer's decision regarding corrections shall be finat, as provided in Standard Specifications Section 1-051 d Dispute Resolution For the purposes of this Section only, Dady Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed durmg the preceding week shall be resolved and final matenal quantities, labor hours and equipment hours agreed upon 2 Dady Force Account Report a Report Preparat�on The Engineer wdl complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed The Contractor shall fumish the matenal and eqwpment invoices required by Standard Specification C:ty ofBremerton March 2012 Crosstown Ptpeltne Upper Reach Repatr SP - 50 ' � ' ' ' 1-09.7 �*****� , ' Sect�on 1-09 6 to the Engmeer each day in time for completion of that day's reports The Engineer and Contractor shall review each day's reports not later than the end of the next business day Both the Engmeer and Contractor shall sign each day's Force Account repo�ts, acknowledging the quant�t�es of matenals and hours of use of labor and eqwpment indicated in the report The City uses WSDOT Form # 422-008 t�tled 'Dady Report of Force Account Worked' for tracking force account work A sample of the City-provided form that wdl be used for all such reports is included in the appendices Mobitization Supplement this section with the following Payment for the bid item "Mobdization", lump sum, wdl not be made untd all tratfic control devices are on site and ready for use, or in use if required, and the Contractor's Field Office and the Engineer's Field Office are complete and ready for use , 1-09.8 �,�***� , , ' � , , � L ' lJ Payment for Material on Hand Delete all the provisions in this section and substitute the following The Owner wdl pay 75% of the actual invoice value for matenals on hand for those matenals with an invoice value over $5000 Aggregate matenal wdl not be reimbursed 1-09.9 Payments (June 27, 2011 APWA GSP, Opt�on 8) Delete the fourth paragraph and replace it with the following Progress payments for completed work and material on hand wdl be based upon progress estimates prepared by the Engineer A progress estimate cutoff date will be established at the preconstruction conference The mitial progress estimate wdl be made not later than 30 days after the Contractor commences the work, and successive progress estimates will be made every month thereafter until the Completion Date Progress estimates made dunng progress of the work are� tentative, and made only for the purpose of determirnng progress payment The progress estimates are sub�ect to change at any time pnor to the caiculation of the Final Payment The value of the progress estimate will be the sum of the followmg 1 Urnt Price Items in the Bid Form — the approximate quantity of acceptable urnts of work completed multiplied by the unit pnce 2 Lump Sum Items m 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 determmation 3 Matenals on Hand — 100 percent of mvoiced cost of matenal delivered to Job site or other storage area approved by the Engineer City of Bremerton March 2012 ' Crosstown Pipeltne Upper Reach Reparr SP - 51 ' 4 Change Orders — entitlement for approved extra cost or completed extra work as determined by the Engineer Progress payments will be made m accordance with the progress estimate less 1 Retainage per Section 1-09 9(1), on non FHWA-funded pro�ects, 2 The amount of Progress Payments previously made, and 3 Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents - Progress payments for work pertormed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactordy completed The determmation of payments under the contract wiil be final in accordance with Section 1-05 1 1-09.11(3) Time Limitation and Jurisdiction �*,��*� Replace all references to Thurston County with Kitsap County. 1-10 1-10.1 �*****� TEMPORARY TRAFFIC CONTROL General Supplement this section by inserting the following Any matenals, labor or equipment required for maintaming traffic flow durmg the life of this Contract shali be furnished, placed and mamtained by the Contractor, immediately upon request by the Engineer Furnishing of and preservation and mamtenance of traffic control devices shall be the sole responsibility of the Contractor Emergency traffic such as police, fire, and disaster units, shall be provided access at all times The Contractor shall be liable for any damages, which may result from fadure to provide reasonable access or coordmation Required Notification of Businesses and Residents The Contractor shall notify all affected businesses and residents by door hanger or other similar method approved by the Engineer at least one calendar week in advance of construction activities ad�acent to their business or home Addit�onally, the Contractor shalt notify all affected busmesses and residents at least 48 hours and not more than 72 hours in advance of construction activities that would block or restrict access to their businesses or homes Blockage shall occur only during working hours and shall be removed during working hours Existina Sians. Devices. and Pavement Markmgs Existing traffic control and street name signs which interfere with construction 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 Existing signs shall not be removed untd the Contractor has provided temporary measures sufficient to safeguard and direct traffic after the existing signs have been removed Except as otherwise specifically provided in the contract documents, preservation and maintenance of traffic control and street name signs shall be the sole responsibdity of the Contractor Crty ofBremerton March 2012 Crosstown Prpeltne Upper Reach Repa:r SP - 52 ' � ' ' ' 1 ' ' l� As work progresses and as permits, temporanly relocated or removed traffic and street name signs shall be reset in their permanent location 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 City The option of whether a sign can be repaired or shall be replaced shall be the Eng�neer's, and such decision shall be final and bmding on the Contractor When paint lines are obliterated due to construction activities or pavement restoration, temporary pressure sensitive pavement markms tape, tra�c buttons or delineators shail be installed where designated by the Engineer These temporary features shall be removed only upon installation of permanent traffic channelization Unless otherwise provided for by a separate bid item m the proposal, removal of permanent striping and installation and removal of temporary stnping shall be incidental to the unit contract price for other items m the proposal Maintaininq Twoanrav Tra�c and Access• Except as permitted by the TC Sheets or as authonzed by the Engineer, finro-way traffic shall be maintamed at ali times No dead-end streets will be allowed to have less than one way access at any time Dunng normal workmg hours, the Contractor shall maintain, m a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, 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 writing, dunng non-working hours, excavations withm roadways, driveways, pedestrian pathways, or simdar areas withm rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asphalt or covered with steel plates or other approved temporary bndging ' The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as possible The Contractof shall not open sections of the work and leave them m an unfinished condition Durmg normal working hours, the Contractor shall maintain, m a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, ' etc All streets shall be open to local traffic at the end of each workmg day unless otherwise noted in the approved Traffic Control Plans Dunng non-workmg hours, the Contractor shall keep existing traffic lanes clear, without mterference from construction operations, equipment or matenals ' 1 1 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 being furrnshed by the Contractmg Agency at no additional cost The Contractor shall erect and mamtain all construction signs, waming signs, detour signs, and other traffic controf devices necessary to warn and protect the public at all times from in�ury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks. or paths No work shall be done on or ad�acent to any traveled wav untd all necessary signs and traffic control devices are m place 1-10.2 1-10.2(1) �*****� Traffic Control Management General Crry of Bremerton Crosstown Prpelrne Upper Reach Reparr March 2012 SP-53 Supplement this section with the following The TCS shall be on-site during the entire duration of the pro�ect at all times while work is occurnng in the ROW The TCS shall be dedicated full-time to traffic control management and supervision and shail have no other responsibdities on the pro�ect The TCS shall at all times control and be responsible for placement, maintenance, correctness and adequacy of the contractor's temporary traffic control, whether executed according to contractor- or city-provided plans The TCS will be contacted to correct any traffic control or sigrnng deficiencies during normal working hours or during evenmgs or weekends as necessary or required The TCS shall respond as required by Standard Specification 1-10 2(1)B If the Traffic Control Supervisor or the Contractor's forces do not respond within the required time, the City wdl make any necessary corrections usmg its own or other forces and shall deduct the entire 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 matenals The TCS shall be certified by one of the following organizations The TCS certification shall be submitted to the City prior to any construction American Traffic Safety Services Association 5440 Jefferson Davis Hwy Fredericksberg, VA 22407 (703) 898-5400 Sverdrup Civd, Inc c/o Traffic Control Supervisors Seminar P O Box 97062 Kirkland, WA 98083-9762 (206) 822-3300 The Northwest Laborers-Employers Traming Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 1-10.2(2) Traffic Control Plans �*****� Supplement this section by inserting the following Traffic Control Plans covering portions of work are included in the Contract Plans (TC Sheets) These plans show onty the mmimum requirements The Contractor shall be responsible for conforming to Part VI, "Traffic Controls for Street and Highway Construction and Mamtenance Operations", of the "Manual on Uniform Traffic Control Devices" latest edition, and will conform to Section 1-10 of the Standard Speafications when there is a conflict or if the provided Traffic Control Plans are found to be inadequate Any modifications in the contract drawings require City approval The Contractor shall provide and submit for City's approval traffic control plans for all portions of the work not included m the provided traffic control plans on the TC Sheets Traffic control plans shall outline how traffic is to be rerouted in all streets and intersections Plans shall include maps showing detour routes, signing, barr�cades, and flaggmg personnel Plans shali be coordinated with the Contractor's Progress Schedule specified in Section 1-08 3 to indicate when the various elements of Crty ofBremerton March 2012 Crosstown Ptpelrne Upper Reach Repatr SP - 54 ' , ' ' ' u ' � the plan wdl be needed Traffic control plans shall indicate where and when parking wili be restncted and how specified access to residences and busmesses will be maintained The Contractor's traffic control plans shal! be prepared, stamped, and signed by a professional Civd Engmeer who has specific expertise in traffic engineering and who is registered in the State of Washington The traffic control plans shafl be specifically prepared for the pro�ect, but may be based on the Standard "K" Plans The Contractor shall submit for City's approval the Contractor's traffic control plans, and any modifications to the Traffic Control Plan included in the Contract Plans, at least 10 calendar days in advance of the time the new or modified plan will be implemented It is understood and agreed that the Engineer shall have the right to require modification or supplementation of the Contractor's temporary traffic control and traffic control plans at any time dunng the work when safety or traffic flow considerations may require The Contractor and their engmeer shall make and resubmit such changes for the Engineer's approval when requested, at no additional cost to the City Drivers of motor vehicles used in connection with the construction shall obey trafflc rules posted for such location The Contractor and his surety shall be liable for m�uries and damages to persons and property suffered by reason of the Contractor's operation or negligence ' 1-10.3 1-10.3(3) ' �� Traffic Control Labor, Procedures and Devices Traff�c Control Devices Supplement this section by inserting the following All signs required for traffic control as well as any other signs prescnbed by the Engineer shali be furnished by the Contractor , 1-10 3(3)C Portable Changeable Message Signs � � ' ' ' � Supplement this section by inserting the following The Contractor shall furnish, implement, and mainta�n two (2) PCMS's on-site for the duration of the pro�ect. The Contractor shall furn�sh, implement, and maintain additional PCMS's upon request of the Engineer. The PCMS shall meet the requirements of the MUTCD and the followmg The PCMS shall employ one of the following technologies 1 Back-lighted split-flap 2 Fiber optic/shutter 3 Light emittmg diode 4 Light emittmg diode/shutter 5 Flip disk Regardless of the technology, the PCMS_shall meet the following general requirements Crry of Bremerton March 2012 ' Crosstown Prpel:ne Upper Reach Repatr SP - 55 1 Be light emitting and must not rely solely on reflected light 2 Have a display consisting of individually controlled pixels no larger then 2%z-inch by 2%z-mch If the display is composed of individual character modules, the space befinreen modules must be minimized so alphanumeric characters of any size specified below can be displayed at any location within the matrix 3 When activated, the pixels shall display a yellow or orange image When not activated, the pixels shall display a flat black image that matches the background of the sign face 4 Be capable of display�ng alphanumenc characters that are a minimum of 18-inches in he�ght The width of alphanumeric characters shali be appropnate for the font The PCMS shall be capable of displaying three lines of eight characters per line with a minimum of one pixel separation befinreen each line 5 The PCMS message, usmg 18-inch characters, shall be legible by a person with 20/20 corrected vision from a distance of not less that 800 feet centered around an axis perpendicular to the sign face 6 The sign display shall be covered by a stable, impact resistant polycarbonate face The sign face shall be non-glare from all angles and shali not degrade due to exposure to ultraviolet light 7 Be capable of simultaneously activating all pixels for the purpose of pixel diagnostics Any sign that employs flip disk or shutter technology shall be programmable to activate the disks/shutters once a day to clean the electrical components This feature wdl not occur when this sign is displaying an active message 8 The light source shall be energized only when the sign is displaying an active message 9 Be equipped with a redundant light source such that the sign will continue to emit light if one of the light sources fads 10 The PCMS panels and related equipment shall be permanently mounted on a trader with all controls and power generatmg equipment 11 The PCMS shall be operated by an easy to use controller that provides the following functions - Select any preprogrammed message by entenng a code - Sequence the display of at least five messages - Blank the sign - Program new messages, which may include moving arrows and chevrons - Mirror the message currently being displayed or programmed Portable changeable message signs(s) shall be avadable, on site-for the life of the pro�ect The Contractor shall provide additional PCMSs upon request of the Engineer The Contractor sha�l operate the PCMS in accordance with the approved traffic control plans or as directed by the Engmeer The PCMS shall not be used in lieu of sequential arrow signs Crty of Bremerto» March 2012 Crosstown Prpekne Upper Reach Repau SP - 56 ' �J , 1-10.3(3)L Parking Restriction Signs (New Section) �*****� ' ' � LJ ' ' ' � Where, in the opirnon of the Engineer, parking is a hazard to thru-traffic, or to the construction work, parking may be restricted e�ther entirely or during the t�me when it creates a hazard Signs for restricting parkmg shall be approved by the Engineer and prowded and placed by the Contractor The Contractor shall be responsible for and shall maintam the signs, if they are used m any street that is directly mvolved in the construction work If parking signs are used beyond the confines of the work area, such as m another street being used as a detour, the signs will be the responsibility of the Contractor The placement of signs restricting parking shall be as approved by the Engineer Parking restriction signs shall be placed two workmg days in advance of needmg the parking removed, with the start date of the "no parking" clearly shown The area to be restncted shali be clearly marked with Type I barncades carrying signs that give the specific period (dates and times) that the area is to be clear of vehicles Signs shall be large enough to be easdy read from a distance of 50 feet and shall advise where impounded vehicles wdl be stored or indicate a 24-hour telephone number for obtaming that information A minimum of 72 hours advance notice is required before towing vehicles All signs must be approved by the Engineer prior to use Example wording of the signs is as follows 1-10.4 �,�***� No specific unit of ineasurement wdl apply to the lump sum items "Pro�ect Temporary Traffic Controi", or "Traffic Control Supervisor" Delete the entire section and replace with the following ' ' "Portable Changeable Message Sign (PCMS)" wdi be measured by the hour for the time that each sign is operating as shown on an approved traffic control plan WARNING! TOW AWAY ZONE NO PARKING FROM DATE and TIME TO. DATE and TIME FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED Measurement 1-10.5 ' �**.�*� ' � ' ' Payment Delete the entire section and replace with the following Payment for "Pro�ect Temporary Traffic Control", lump sum, shall be full pay for all costs for providing the work described in the Contract Documents This payment will mclude all equipment, labor and vehicles for implementing the City-provided, and any Contractor-developed, traffic control plans, includ�ng providing flaggmg, uniformed traffic control, Class A and Class B construction signs, detour routes, cones, barricades, flashers, sequential arrow signs, traffic safety drums, removal of permanent stnping, installing and removing temporary stripmg and arrows, and other temporary traffic control devices Any other signage and traffic control devices that the Engineer determines are necessary dunng the course of the work shall be supplied, setup and maintained by the Contractor and shall be considered an incidental cost to this bid item Crty ofBremerton March 2012 ' Crosstown Pipelrne Upper Reach Repa�r SP - 57 Payment for the bid item "Traffic Control Supervisor", lump sum, shall be full compensation for all costs incurred by the Contractor m performing the contract work defined in Section 1-10 2(1)B Payment for the bid item "Portable Changeable Message Sign (PCMS)", per hour, shall be for furnishing, implementing, and maintaining finro (2) PCMS on-site for the duration of the pro�ect The per hour unit cost shall be measured for each PCMS in piace The Contractor shall provide, furnish, and implement additional PCMS upon request by the Owner and payment shall be based on actual invoice amount plus force account markup for materials END OF DIVISION 1 , Crty ofBremerton March 2012 Crosstown Ptpeltne Upper Reach Repatr SP - 58 ' ' DIVISION 2 � ' 2-01 ' 2-01.1 �*..**� � �� EARTHWORK CLEARING, GRUBBING AND ROADSIDE CLEANUP Description Delete the first paragraph of this Section and replace with the following The Contractor shall clear, grub, and clean up those areas required for the prosecution of construction activities This work ►ncludes but is not limited to those areas within the trench limits The Contractor shall protect from harm all trees, bushes, shrubs, or other ob�ects selected to remam A professional arborist shall perform any pruning of trees or shrubs that mterfere with the execution of the work unless otherwise directed by the City , 2-01.2(1) Disposal Method No. 1- Open Burning �*.***� ' Delete this Section and replace with the following The open burrnng of residue resultmg from land cleanng wdl not be allowed 1 2-01.2(2) �****«� ' ' Disposal Method No. 2- Waste Site Delete this entire Section and replace with the following Debris shall be hauled to a waste site obtained and provided by the Contractor in accordance with Section 2-03 3(7)C All fees for hauling and d�sposal shall be paid by the Contractor � 2-01.3 ' 2-01.3(4) �**.**) , t L 1 Construction Requirements Roadside Cleanup Delete Section 2-01 3(4) and replace this title and section with the follow�ng 2-01.3(4) Cleanup and Restoration From time to time throughout the progress of the work, the Contractor, when directed by the Owner's Representative, shall cleanup and remove all refuse and unwanted or unused materials resulting from the work, at the ContractoPs expense If the Contractor fads to do so within 24 hours after the request by the Owner's Representative, the work may be done by the City and the cost thereof be charged to the Contractor and deducted from h�s final estimate Ctty oJBremerton March 2012 ' Crosstown Prpehne Upper Reach Repam SP - 59 ' All cleanup shall be performed as specified in the various sections of these Specifications Final ' cleanup shall be m accordance with Section 1-04 11 2-01.4 �*..**� Measurement � Delete this Section 2-01.5 �*****� Payment Delete this entire Section and replace with the following � All work associated with "Clearing and Grubbing" shall be considered inc�dental to other items within this contract and no add�tional payment will be made Landscaping, rockeries, utilities, fences and other improvements shall be protected from harm, and if damaged shall be restored to origmal condition at the contractor's expense 2-02 2-02.1 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Description Supplement this Section by inserting the following Remove completely all existing pavement, curb and gutter, sidewalk, dnveway, catch basins, manholes, pipes structures, and other improvements and facdities as shown on the Plans and as required for construction of the improvements Ail ex�sting pavement, curb sidewalk, catch basins, manholes, pipes, structures, and other improvements and facilities to be removed shali be sawcut unless otherwise specified in the Pfans or by the Engmeer Pavement thicknesses vary by location and are not precisely known (reference SP 2-02 3(4)) Also remove obstructions encountered inciuding, but not limited to, tree roots, stumps, abandoned pdmg, buddir�gs and structures, and debris of all types Except as specified elsewhere or as shown on the Plans, upon their removal, the structures and obstructions, except for items specified to be salvaged, shall become the property of the Contractor and the Contractor shall dispose of them in a manner meet�ng all reqwrements of federal, state, county, and local laws and regulations Generally, storm mains have been located in the roadway and away from curb, gutter, and sidewalk in order to mmimize removai and restoration of curb, gutter, and sidewalk Unless the SurFace Restoration plans show the curb, gutter, and sidewalk being restored, these items shall be protected dunng construction Damage or underm�rnng of these items resu.lting from the Contractor's activities shall result m restorabon at the Contractor's expense 2-02.3(2) Removal of Bridges, Box Culverts, and other Drainage Structures Delete this section and replace with the following text Abandonment and removal of manholes, catch basins, vautts and related structures is presented in Section is 7 3(2) ' LJ ' ' ' a � � ' � ' ' ' �� CJ Ctty of Bremerton March 2012 Crosstown Prpelrne Upper Reach Repatr SP - 60 ' � ' 2-02.3(3) Removal of Pavement, Sidewalks, Curbs, and Gutters �J ' ' , ' � , ' , , ' ' Supplement this section with the followmg Sawcuttmg of existmg asphalt or Por�and cement concrete or Portland cement concrete pavement shall occur pnor to the removal of the existmg paved surFace to assure even edges along the trench To expedite construct�on the contractor may break pavement with a backhoe, �ack hammer, or simdar piece of equipment provided the width is less the final paving limits Removal of pavement m this manner is for the Contractor's convernence and is considered incidental to removal Before the pavement restoration the Contractor shall perForm a flnal (second) sawcut Any pavement that is damaged by breaking the concrete shall be removed by saw cuttmg and replacing the damaged portions Where sidewalk abutting bwldings is shown to be removed it shall be saw cut 18-inches from the face of the' bwlding and the new concrete sidewalk shall be placed agamst the remaining concrete unless directed otherwise by the Engineer For final restoration, remove pavement (asphalt and concrete) to a width of 24-inches greater than the top of the trench The pavement shall be saw cut on a straight line to a tolerance of 0 5 inches in 10 feet, with a vert�cal cut For cement concrete panels, remove to the panel �oint �f the remairnng panel is 3 feet or less m width In these cases where removal to the panel �oint would be expedient, confirm the removai with the Engineer pnor to removal Where the remairnng concrete panel is undermmed due to matenal on the trench wall slumpmg into the trench, notify the Engineer so that the final sawcut line can be ad�usted appropriately After removal of pavement or driveways and before surface restora6on, all pavement, sidewalks or dnveways that were damaged, displaced, or undermined wdl be tnmmed to neat edges by sawmg pavement to a depth of 3-inches or to the depth of existmg pavement, whichever is greater Unless the Engmeer directs additional pavement removal, pavement removal and replacement beyond the pay limits or due to damage by the Contractor's eqwpment wdl be at the Contractor's expense Where indicated on the plans or as directed by the Engineer, concrete panels shall be sawcut to facilitate pavement removal and to leave a portion of the existing panel to protect ad�acent concrete panels dunng trenching and pipe laymg construction The ad�acent concrete panels that are to be protected are intended to remam Any ad�acent panels that are damaged as a result of contractors operations shall be replaced at the Contractors own expense Contractor shali exerase care in removal of existing improvements to prevent damage from construction activities or equipment This shall mclude damage from vibration equipment such as Jack hammers In paficular, the Contractor shail protect existing sidewalks, curbs, gutters, and utdity pole foundations due to construction activities in the roadway Pavement removal shall be done in coordmation with the Traffic Controi Plan ' The plantmg area at the end of Montgomery Avenue immediately south of 11�' Street shall be removed and a temporary access road constructed consisting of crushed surface base and cold or hot mix asphait (to be paid as bid items ) 1 , , 2-02.3(4) Existing Pavement Thickness (New Section) ��»«*.� Pavement coring results pertormed by the City show the pavement thickness and type at the indicated locations only The City is not responsible for variations in pavement thickness or type The results are provided for informational purposes only The Contractor may obtam additional information through site visits and additional cormg at their own expense Crry of Bremerton Mmch 2012 , Crosstown P�peJrne Upper Reach Reparr SP - 6/ � STATION MATERIAL STREET EXISTING PAVEMENT DEPTH 0+87 to 2+90 Portland Cement Montgomery Avenue 8-�nches Concrete 2+90 to 9+40 Asphalt Montgomery Avenue 4-inches 9+50 to 24+60 Asphalt 11 Street 4-inches to 6-inches of asphalt overlayed on 6- inches of concrete 24+60 to 31+43 Asphalt Naval Avenue 6-inches 2-02.4 �*****� Measurement Delete this section and replace with the following "Removing Asphalt Pavement" wdl be measured by the square yard, honzontal measure, within the maximum payment limits shown in the plans and specifications or as specified by the Engmeer "Removing Cement Concrete PavemenY' wdl be measured by the square yard, horizontal measure, withm the maximum payment limits shown in the plans and specifications or as specified by the Engineer Removal of concrete curb integrai with cement concrete pavement panels shall be included and measured within the square yard measurement Where cement concrete pavement has been overlayed with asphalt, there shall be no separate measurement for the asphalt and it shall be considered incidental "Removing Concrete Dnveways, Sidewalks, and Ramps" wdl be measured by the square yard, honzontal measure, withm the maximum payment I�mits shown in the plans and specificat�ons or as specified by the Engineer Removal of the planting area at 11'" and Montgomery in order to provide a temporary access road shall also be measured under this bid item "Removmg Curb and gutter" wdl be measured by the Imeal foot Sawcutting associated with any of these bid items has no measurement 2-02.5 Payment Delete and replace this section with the following Payment will be made for the following bid items included in the Proposal 1 "Removing Asphalt PavemenY', per square yard 2"Removmg Cement Concrete Pavement", per square yard 3"Removmg Concrete Sidewalks, Driveways, and Ramps", per square yard Ctty ofBremerton March 2012 Crosstown Ptpelme Upper Reach Repatr SP - 62 ' ' ' 1 ' , ' ' 4"Removing Curb and Gutter', per lineal foot The unit price for "Removmg Asphalt PavemenY', shall be full pay per square yard for removing, hauling and disposing of the existmg pavement, complete The unit pnce for "Removing Cement Concrete PavemenY', shall be full pay per square yard for removmg, hauling and disposing of the existing cement conc�ete street panels and integral concrete curbs, complete Where cement concrete pavement has been overlayed with asphalt, there shall be no separate measurement for the asphalt and it shall be considered incidental to the bid item The urnt pnce for "Removing Concrete Sidewaiks, Driveways, and Ramps", shall be full pay per square yard for removing, hauling and disposing of the existin� sidewalks, driveways, and ramps, complete Removal of the planting area at the intersection of 11 Street and Montgomery in order to provide a temporary access shall be paid under this bid item , The unit price for "Removing Curb and Gutter", shall be full per lineal foot for removing, haulmg and disposing of the existing pavement, complete , All sawcuttmg associated with these bid items, includmg the initial sawcutting for removal and final (second) sawcut in preparation for surtace restoration, shall be considered inc�dental to these bid items ' 2-04 �**.**� 2-04.4 ' ' 1 ' HAUL Measurement Delete this section and replace with the following text There is no measurement for hauling 2-04.5 Payment Delete this section and replace with the following text Hauling and disposal shall always be considered incidental to other bid items in providing a complete contract m accordance with Section 1 ' 2-07 2-07.1 ' , , WATERING Description Supplement this Section by inserting the following Water shall be acquired and placed in strict compliance with Section 2-07 of the Standard Specifications, except as modified herein Water may be obtained from City hydrants The Contractor will be required to deposit $2000 for rental of a hydrant meter and backflow preventer assembly with the Owner No charge for water wdl be made unless there is obvious waste 2-07.5 � Payment C�ty ofBremerton March 2012 ' Crosstown P�pelme Upper Reach Repmr SP - 63 , Delete this entire section and replace with the following No specific payment for furnishing and placmg water shall be made Water required for dust and mud control will be considered mcidental to the contract SECTION 2-09, STRUCTURE EXCAVATION 2-09.1 �*****� Description Section 2-09 1 is supplemented with the following Structure excavation shall include excavation for structures associated with this pro�ect See Div�sion 7 of the Standard Specifications and these Special Provisions for work related to trenching and backfilling 2-09.3 2-09.3(1) 2-09.3(1)D Construction Requirements General Requirements Disposal of Excavated Material Delete the contents of this section and substitute the following Excavated matenals not required, not suitable for backfill as determined by Engineer, or determined by the Engmeer not to have salvage value to the City shall become the property of the Contractor and shall be removed from the site Make arrangements for the disposal of the excavated material and bear all costs or retain any profit incidental to such disposal Notify the Engmeer in writmg of the disposal site locations 2-09.3(1)E Backfilling Under the heading Controlled Density Fill (CDF) or Controlled Low-Strength Matenal (CLSM), supplement with the following Discharge CDF from a mixer by any means acceptable to the Engmeer into the area to be filled Bnng the CDF up uniformly Individual pours shall not be greater than 8 feet in height Subsequent pours shall not be placed unt�l the underlying pour has set for at least 24 hours, unless the approved mix design specifically provides for a shorter time befinreen pours The subgrade on which CDF is placed shall be free of disturbed or softened matenal and water and shall not be frozen CDF batchmg, mixing, and, placing may be started if weather conditions are favorable, when the air temperature is 34 degrees F and nsing At the time of placement, CDF must have a temperature of at least 40 degrees F Mixing and placement shall stop when the air temperature is 38 degrees or less and falimg Each filling stage shall be as continuous an operation as is practical Contain CDF in trench sections usmg bulkheads or fill matenals at the ends of the trench section Provide steel plates to span utdity trenches and prevent traffic contact with CDF for at least 24 hours after placement or unt�l CDF is hard enough to prevent ruttmg or damage by construction equipment or traffic Protect against floatation of the new piping by backfillmg the ad�acent pipe or anchonng the pipe sufficiently ' Crty of Bremerton March 2012 Crosstown Prpeltne Upper Reach Reparr SP - 64 ' l_ J , ' ' To protect from moisture and for controllmg erosion, cover stockpdes at the end of each working day with 6 md plastic sheeting and/or dunng wet weather Should the stockpded excavated material become unsuitable for backfill due to the Contractor faii�ng to protect it, the Contractor shall dispose of the , excavated matenai and import suitable matenal conforming to the Plans and Spec�ficat�ons at no extra cost to the Owner ' , ' ' , L� ' ' � , Delete the section titled Gravel Backfill Under the heading Stockpding, supplement with the following Matenal that is excavated from the trench and is suitable as backfill shall be stockpded at the site or near the site If necessary, transport excavated matenal from the place it was excavated to the locat�on on the pro�ect site where it wdl be needed for backfill Do not dispose of any excavated matenal that is suitable for backfill if it may be needed anywhere on the pro�ect If excavated matenal is disposed of and later found to be needed on the pro�ect, fumish suitable imported matenal at no additional cost to the City Under the heading Compaction, supplement with the following text Backflll in trenches under roads shall be placed m 6-inch lifts and compacted to 95% of the maximum density 2-09.3(4) Construction Requirements, Structure Excavation, Class B Shormg and trench safety system shall be the sole responsibdity of the Contractor All trenches greater than 48" depth shall be shored Shoring shall comply with Chapter 296-155 WAC and Chapter 49 17 RCW of the Washington Safety and Health Act 2-09.3(6) Control of Water (New Section) Provide and operate equipment adequate to keep all excavations free of water at all times Protect the work and the excavation from the entry of surface drainage at all bmes Do not cause settlement or damage to ad�acent property Dispose of water m a manner that wdl not damage ad�acent property or the environment De-water from outside structural limits and from a point below the bottom of the excavation when possible The de-watermg system design shall prevent removal of fines from existmg ground and shall provide for removal of sediments before discharge to the storm sewer system Under no circumstances shall sediments or fines be allowed to enter the storm dramage system Appropnate corrections in the Contractor's method shall occur immediately Should the Contractor be unequipped to correct the situation immediately, the Contractor shall not proceed �nnth the de-watenng untd such time as the Contractor is able to remedy the situation No compensat�on shali be made to the Contractor for any result�ng down or idle time Trench de-watenng, no matter the source of water, shall be considered mcidental to the pipelme installat�on and no addibonal compensation shall be made 2-09.4 Measurement ' � 2-09.5 Payment Crty of Bremerton March 2011 ' Crosstown Prpelrne Upper Reach Repa�r SP - 65 Add the following text to this section Payment for "Controlled Density Fdl", "Foundation Matenal", "Imported Trench Backfill" is descnbed in Section 7-08 2-11 2-11.1 TRIMMING AND CLEANUP Description Supplement this Section by inserting the following The scope of this section mcludes general finishmg and cleanup and private property restoration where disturbed by the Contractors activities 2-11.2 Preconstruction Photographs (New Section) The City wdl take preconstruction photographs immediately prior to construction irntiation in order to provide a substantiated record of the condition of existmg improvement These photographs shall be considered as indicative of the nature of the origmal improvements m determining the adequacy or inadequacy of restoration In addition, the Contractor may also wish to document the existing conditions for themselves in the event of a claim situation from an ad�acent property owner 2-11.3(1) Individual Restoration Requirements (New Section) Supplement this section by inserting the following The Contractor shall take every possible precaution to preserve the existing improvements F�II damages to existing improvements from the Contractor's operation, whether within the road nght-of- way or in pnvate property, shall be the sole responsibdity of the Contractor to remedy The Engineer wdl review the pre-construction photographs for confirmation of possible damage by the Contractor's activities All such areas identified by the Engineer shall be restored to their preconstruction equivalent to the satisfaction of the Owner 2-11.3(2) Utility and Traffic Improvements (New Section) All utilities including but not limited to sewer, storm drains, drain fields, water, gas services, telephone, and power interrupted or uprooted dunng construction shall be repaired, replaced, and/or restored to the satisfaction of the Owner All driveway culverts, fences, guard posts, landscape shrubs, traffic signs and madboxes which are removed or disturbed during construction shall be reinstalled or replaced to the satisfact�on of the Owner All costs of repa�ring utilities interrupted or uprooted, replacing driveway and roadside culverts, fences, guard posts, landscape shrubs, traffic signs, and mailboxes shall be included m this bid item (incidental) 2-11.3(3) Cleaning and Dressing (New Section) All areas disturbed by the Contractor shall be smoothed, firnshed, cleaned and dressed to appear , uniform in all respects in accordance with Section 2-11 of the Standard Specifications ' Ctty of Bremerton March 2012 Crosstown Ptpeltne Upper Reach Reparr SP - 66 ' ' ' 1 � ' , , � � � ' � � � ' ' , , ' 2-11.5 Payment Delete this entire section and replace w�th the following All work associated with "Tnmming and Cleanup" shall be considered incidental to other items within this contract and no additional payment will be made END OF DIVISION 2 z C:ty oJBremerton Crosstown P►pelme Upper Reach Reparr March 2012 SP - 67 DIVISION 3 Aggregate Production and Acceptance 3-01 PRODUCTION FROM QUARRY AND PIT SITES 3-01.2 Material Sources, General Requirerreents (Supplement) Section 3-01 2 is supplemented by adding the following No source has been provided for any materiais necessary for the construction of this improvement The Contractor shall make arrangements to obtain the necessary materials at no expense to the City, and all costs of acquiring, producing, and placing this matenal in the finished work shall be included in the urnt contract pnces for the vanous items in the proposal 3-01.4 Contractor-Furnished Material Sources (Supplement) Section 3-01 4 is supplemented with the following _ No source has been provided for any matenals necessary for the construction of this improvement 3-01.6 Payment (Supplement) Section 3-01 6 is supplemented with the following All costs of acqwnng, producing, hauling, plaang, and compact�ng matenal shall be mcidental to the unit Contract pnces for the vanous items mvolved END OF DIVISION 3 Ctty ofBremerton Mmch 2072 Crosstown Ptpeltne Upper Reach Repaer SP - 68 ' � DIVISION 4 BASES , 4-04 4-04.1 ' Delete this entire Section and replace with the following ' This work shall consist of placing crushed surfacing top course (CSTC) upon compacted trench backfill, immediately below the final pavement surface CSTC shall be used under asphalt pavement, concrete pavement, curbs, gutters, sidewalks, dnveways, ramps and any other area designated for ' pavement restoration, in accordance with these specifications and in conformity with the Imes, grades, and depths shown in the plans or as established by the Engineer The horizontal limits of crushed surfacing provided for pavement restoration shall extend 12-inches beyond the limit of trench excavation on both sides of the trench ' Crushed surfacmg top course shall also be used to fill voids left by demolished structures BALLAST AND CRUSHED SURFACING Description ' 4-04.4 �«,�***� ' ' , ' ' , ' ' , l_J ' Cety of Bremerton Crosstown Prpekne Upper Reach Reparr Measurement Delete this entire section and replace with the following Measurement for crushed surfacing top course for surface restorat�on shall be by the ton of matenal delivered, placed, and compacted Duplicate load tickets shall accompany each load of crushed surfacing matenal delivered to the pro�ect and given to the City's on-site pro�ect representative The tickets shall bear at least the followmg mformation 1 3 4 5 6 Truck number Number of tons in the load Truck tare weight Gross truck weight stamped at the matenal source Date and time of delivery Place for receipting by the Engineer Pay item number and contract number Each truck shall be clearly numbered, to the satisfaction of the Engineer, and there shall be no duplication of numbers It shall be the Contractors responsibdity to see that a certified load ticket is given , to the Engineer's representative on the pro�ect and receipted by the representative at the time of delivery for each truckload of crushed surtacmg delivered 4-04.5 Payment Delete this section and replace with the followmg Payment for "Crushed Surfacmg Top Course" per ton shall be full pay for fumishmg, plaang, and compacting the imported crushed surfacmg matenal m accordance with this section and Section 1-04 1, complete Removal and disposal of existing gravel base is incidental END OF DIVISION 4 March 2012 SP - 69 DIVISION 5 5-04 5-04.1 �*****� SURFACE TREATMENTS AND PAVEMENT HOT MIX ASPHALT Description Supplement this section with the followmg _ Design mix shall be a WSDOT-approved mix in accordance with the Standard Specifications HMA shall be HMA CI '/rmch, PG 64-22, N design = 75 gyrat�ons All aggregate used in the mix shall be from a WSDOT-approved pit Pavement thicknesses for restoration are shown in the plans No single asphalt pavement lift shall exceed 3 0 inches 5-04.2 �*****� Materials Section 5-04 2 is supplemented with the following Tack coat shall be emulsified asphalt grade CSS-1 as specified in Section 9-021(6) (Cationic Emulsified Asphait) and wdl be used at all locat�ons where restoration is required, or as directed by the Owner's Representative, and shall be applied m accordance with Section 5-04 3(5)A (Preparation of Existing Surfaces) All costs for tack coat shall be considered as mcidenta� to the unit contract price for hot mix asphalt (HMA) 5-04.3 5-04.3(5) 5-04.3(5)B Construction Requirements Conditioning of Existing Surfacing Preparation of Untreated Roadway (Supplement) Section 5-04 3(5)B is supplemented with the following Before placement of asphalt on untreated roadway, the Contractor shall apply sod-residual herbicides as specified in Section 5-04 3(5)D (Soil Residual Herbicide) Cost shall be inadental to the bid item(s) for asphalt � 5-04.3(22) Asphalt Concrete Pavement Butt Joints (New Section) The Contractor shall provide butt �oints where the new asphalt concrete pavement meets the existmg pavement as shown on the Plans or as directed by the Owner's Representative in a manner to ' produce a smooth-riding connection to the existing pavement The depth of butt �omt required shall be determined by the depth of new asphalt concrete pavement specified on the Plans, but not less than � C:ty of Bremerton March 20/2 Crosstown Pipelene Upper Reach Repa�r SP - 70 ' ' C' 1 ' ' �, !J , � ' 2 inches The surtace elevation of new and existing asphalt concrete pavement shall be the same at all butt �oints All asphalt concrete �oints shall be sealed with asphalt cement (AR-4000W or approved equal) per Section 9-02 (Bituminous Matenals) or as directed by the Owner's Representative All costs associated with providmg, placing, and sealing �omts shall be considered incidental to the urnt contract price for HMA 5-04.3(23) Temporary Pavement Patching (New Section) If perrnanent pavement cannot be placed immediately upon backfili of a trench, the Contractor shall immediately fumish, place, and mamtam a 2-inch th�ck cold mix asphalt patch over trench areas where the piping has been mstalied as directed by the Engineer The trench backfill shall be compacted as specified in Section 7-08 3(3) and the temporary asphalt tamped and leveled so the restoration surface matches to ad�acent surfaces Contractor shall inspect and maintain temporary restorations dady The designated agent of Traffic Control Supervisor wdl be paged if temporary restorations need immediate corrective action If the Contractor fads to respond, the City wdl make any necessary repa�rs and deduct the charges from the Contractor's payments as specified in General Prowsions Section 1-2 04 A stockpde of cold mix asphalt shall be provided on the site by the Contractor Pnor to final restoration of the pavement, the Contractor shail remove and dispose of the temporary pavement patchmg in its entirety and clean the exposed face of the existing ad�acent pavement Crushed surfacing below the temporary asphalt shall be touched-up, removed if necessary and recompacted prior to final restoration , 5-04.4 �*****� ' Measurement � Delete the first paragraph and replace with the following "Hot Mix AsphalY' shall be measured by the ton � "Temporary Pavement Patching (Cold Mix Asphalt)" shall be measured by the ton ' 5-04.5 �**�*� � 1 ' Payment Delete the first paragraph and replace with the following Payment for "Hot Mix AsphalY', shall be per ton fumished, placed, and compacted Sawcutting, tack coat, herbicide application,, crack sealing and other items to provide a fuliy restored surface shall be considered madental to this bid item and other bid items Payment for "Temporary Pavement Patching (Cold Mix Asphalt)" shail be per ton fumished, placed, and compacted Removal of the temporary pavement patching and gravel base, includmg any recompaction or touchmg-up of the gravel base, is considered incidental to this bid item END OF DIVISION 5 I' Crty ofBremerton March 2012 ' Crosstown Prpekne Upper Reach Reparr SP - 71 �l DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS AND CONDUITS 7-04 STORM SEWERS 7-04.1 Description Supplement this section with the following This work shall consist of constructing the storm sewer lines in accordance with the Plans and these Speaficat�ons 7-04 2 Materials Delete the text in this section and replace with the following Storm Sewer Pipe shall be Solid Wall PVC Storm Sewer Pipe, ASTM D3034, SDR 26 7-04.3 7-04.3(1) 7-04.3(1)A Construction Requirements Cleaning and Testing General Supplement this section with the following Pipe runs with �oints shall be low-pressure air tested in accordance with Section 7-17 3(2) Exfiitration and mfiltrat�on testing is not required - Pipe runs with �oints shall be inspected with a video camera per section 7-04 3(2) to ensure constant downward grade Any pondmg observed within the storm main wdl be cause for excavatmg the main and � relaymg it Inverts shalt be surveyed to ensure mmimum slope 0 5°/a or greater Where actual pipe lengths in I�near feet are not ind�cated on the plans, scale the length from the plan sheet Lengths are measured from center of structure to center of structure All connections to catch basins shall be made with sand collars Unless noted otherwise on the plans, storm sewer pipe shall be mirnmum 12" d�ameter 7-04.3(2) Video Inspection (New Section) (",�"�`) All sewer pipe with �oints or service connections shall be inspected with a video camera Large-diameter HDPE pipe does not reqwre inspec�on The inspect�on shall be recorded on DVD The recording shall be in color, provide an on screen distance counter, date of mspect�on, time of day, and accurately document and inspect any defects, abnormalit�es, side sewer connections, or other than normal conditions in the pipe The camera may be self propelled or manually pulled through the sewer The television camera shall be advanced at a rate of not more Ctry ofBremerton March 2012 Crosstown Ptpelrne Upper Reach Repa:r � Sp _ 92 ll � ' ' 1 , ' ' 7-04.4 than 0 5 feet per second The camera shall be provided with a t�lt and cam feature and shall be used to provide a detaded inspection of the pipes as noted above The television inspection shall also include a wntten inspect�on report The report form shall be approved by the Engineer pnor to any television mspection The video record and the wntten report shall document the begmrnng and ending manholes and any manholes that the camera passes through m a continuous recordmg If dunng the mspection the Contractor encounters an obstruction or other defect that prevents the advance of the camera, the Contractor shall attempt to inspect the pipe from the structure at the opposite end of the pipe The Contractor shall also immediately advise the Engineer of the obstruction If the depth of flow in a sewer exceeds 4 inches the Contractor shall coordinate inspection of the sewer dunng dry weather Post construction CCN inspection shall be completed and delivered to the Engineer three (3) working days pnor to final paving and surface restoration Any cleaning of sewers that is required to accurately document the condition of sewers shall be completed by the Contractor Measurement Delete the second paragraph ' ' 7-04.5 Payment ' ' LJ Supplement this section with the following "Storm Sewer Pipe, ASTM D3034, SDR 26, 12-mch", per LF "Storm Sewer Pipe, ASTM D3034, SDR 26, 8-inch", per LF Payment for storm sewer shall be per Imear foot of pipe fumished and installed to the grade and elevafions shown in the Plans, including excavation, demolit�on of exist�ng pipe, pipe bedding, installation, backfill, cleaning, video inspection and testing, complete Connections at the structure shall be considered mcidental to this bid item or the bid item for dramage structures 7-05 � 7-05.1 ('�.'`.) ' ' , C� MANHOLES, INLETS, CATCH BASINS, AND DRYWELLS Description Supplement th�s Sect�on w�fh the follow�ng This section also descnbes instailat�on of vaults 7-05.2 Materials Supplement this section with the following Manholes and catch basins shall be constructed with precast components except that cast-in-place bases may be used where manholes are to be constructed in existmg sewers Manhole components Crty of Bremerton March 20/2 ' Crosstown PipeJrne Upper Reach Repmr " SP - 73 � shall conform to ASTM C478, except as otherwise, and as additionally, spec�fied or shown Provide blockouts, unreinforced knockout, or core dnlled holes where pipes enter manholes Heights of wall sections shall be such that opernngs for pipes are not at base or wall sect�on �oints Base, wall section, transit�on slab, and cone �oints shall be rubber gasketed with confined rubber gaskets conforming to ASTM C443 Joints between ad�ustment nngs, and cones and frames and covers shall be premolded �oint filler � Prov�de a certificate of compliance from the manhole manufacturer stat�ng that the manhole components and concrete mix conform to these Specifications Steps are required in all Type II Catch Basms and manholes The installed steps (ladder) shall be located so as to provide a cont�nuous ladder with steps equally spaced vertically in the assembled manhole at 12-inches, plus or minus 3/4-inch Matenal for manhole and catch basm steps and ladders shall be OSHA-approved steel-reinforced polypropylene or as approved by the Engmeer Sand collars shall be used at plastic pipe connections to structures 7-05.3 Construction Requirements Delete the second paragraph and supplement this section with the following Construct manholes with smooth transitions to ensure an unobstructed flow through the manhole Use a template to obtain correctly shaped channets Remove all sharp edges and smooth rough surfaces that might obstruct flow or on which solids or debns may catch Steel trowel all exposed surtaces smooth Complete channelmg of each manhole within 2 working days after pipe connections to the manhole are made Manhole channels shail be constructed with minimum 3000 psi concrete Plastic pipe connections at the structure shall use a sand collar, be cut flush with the structure intenor wall and grouted in place Piping connections at structures shall be considered incidental to the other work of pipe and structure mstallation Unless shown otherwise on the Plans, all catch basins shall have a minimum sump depth of 18-inches from the invert of the lowest pipe to the bottom of the structure All pipe openings constructed on the manhole and catch basins shall be core dnlled, Ime dniled, or sawed to the dimension of the pipe to be inserted Where the line dnlling is the method used, the dnlled holes must be interconnected Line dnlling shall be accomplished by the use of a small core dnll or rotary hammer Jackhammering shall not be aliowed Any damage to the manhole assembly shall be either repaired or replaced as determined by the Engineer Repair or replacement shall be at the expense of the contractor All vault and valve chamber openmgs, pipe stubs, and section �omts shall be sealed watertight from both the interior and extenor pnor to backfiiling around the vault or chamber This shall be accomplished by mortaring, and applying an additional sealing material to the cured mortar All vault and chamber sections shall be mortared and pomted on the mterior Any concrete spoled on the ladder rungs shall immediately be cleaned off The above-described vault and chamber construction, sealing, and finishing shall include tongue-and-groove as well as rubber-nng precast manhole bases and sections Patching to stop infiltration on the mtenor of vault or chamber will not be allowed All �oints m the bnck or nng ad�ustment shall be filled with grout, and the castings shall be seated in grout placed on the top course A 3/8-inch-thick mortar linmg shall be mstalled insideiand out of the ad�ustment section to provide a smooth, watertight finish w, Crty of Bremerton March 2012 Crosstown Ptpelrne Upper Reach Reparr ' SP - 74 ' ' Place compacted gravel beneath all structures (mirnmum 6" depth) as bedding 1 7-05.3(1) Adjusting Manholes and Catch Basins to Grade � Delete the text and replace with the following All existmg manhole and catch basin frames and covers shall be ad�usted where the final grade is , different from the exist�ng grade For catch basin ad�ustments, the City wdl supply to the Contractor new frames (WSDOT Standard Plan B-3010) and vaned grates (WSDOT Standard Plan B-30 30) for installation and ad�ustment by the Contractor � 1 ' ' Where the existmg frame and grate is to remam, the cast iron frame and cover shall first be removed and thoroughly cleaned for reinstallation at the new elevation The structure shall be raised or lowered as required so that the top of the reinstalled frame and cover wdl be at firnshed grade The firnshed structure shall conform to the requirements specified above or shown on the Plans, except as approved by the Engmee� Ad�ustment of all other frames and covers shall be done immediately after paving Frame and cover ad�ustment shall be by the use of paver bncks of appropnate thickness set in a nng of wet mortar of the appropnate thickness to achieve final grade Ad�ustments to grade in excess of 6 inches shall be by the use of an ad�ustment nng Under no circumstances shall the height of ad�ustment nngs exceed 24 inches Catch basin mlets shall be no more than %4' below the road surface An estimated ten (10) structures on 11�' Street must be ad�usted to grade after final paving , 7-05.3(2) Remove Existing Structures ' , Delete this text and replace with the following This section applies to catch basins, manholes, vaults, and related structures, regardless of depth, diameter, or number of connections When required or directed to remove a structure m the Contract Documents remove m their entirery ' inciuding base, sides, nsers, and cover All piping connections shall be piugged with CDF or lean mix concrete mmimum 12" outside the structure The removed structure shall be disposed of by the Contractor ' 7-05.3(3) Connections to Existing Manholes � � �l 1 Supplement this section with the following This section applies to any structures on this pro�ect 7-05.3(5) Abandon Existing Piping (New Section) Existing piping that wdl no longer be utd�zed shall be abandoned by pluggmg with concrete at both ends minimum 12" inside the disconnected or cut end In some mstances, the pipe shall be removed, which shall be indicated on the plans Abandoning existing pipe is incidental to abandonmg structures Crry ojBremerton March 2012 ' Crosstown PtpeJtne Upper Reach Repatr SP - 75 7-05.4 Measurement Delete this section and replace with the following "Ad�ust Existing Structure to Grade", shall be per each structure, regardless of size or type "Remove Existing Structure", shall be per each structure, regardless of the size or type Structure excavat�on, bedding, and backfill shall be considered incidental to all items being mstalled and are not measured 7-05.5 Payment Delete this section and replace with the following Payment wdl be made for the following bid items included in the Proposal 1 "Ad�ust�ng Existing Structures to Grade", per each 2 "Remove Existmg Structure", per each The Contract urnt pnce for "Ad�ustmg Manholes and Catch Basins to Grade", shall be full pay for raising or lowenng the structure frame and lid to final grade, complete, regardless of the size or type of structure, SurFace restoration resulting from this item, including asphalt or concrete pavement and CSTC, wdl be paid under other bid items The Contract unit pnce for "Remove Existmg Structure", shall be full pay for excavating, remowng the structure, and backfilimg, regardless of the s�ze or type of structure, complete The cost for plugging piping connections outside the structure is considered mcidental to the urnt price Connections to structures as descnbed in Section 7-05 3(3), whether a new or exist�ng structure, shall be considered incidental to all other piping and structure costs Plugging abandoned pipmg per Section 7-05 3(5), whether shown on the plans or not, or as directed by the Engineer, is considered inGdental to all other pipmg and structure costs 7-08 7-08.2 �*****� GENERAL PIPE INSTALLATION REQUIREMENTS Materials Section 7-08 2 is supplemented with the following Pipe bedding for HDPE pipe shall be pea gravel The gravel shall be clean, washed river-run gravel and conform to Section 9-03 1(4)C, AASHTO Gradmg #8 Pipe bedding, all other pipe, shall be crushed surfacing top course (CSTC) per Section 9-03 9(3) of the Standard Specifications Imported trench backfill shall be gravel borrow per Section 9-03 14(1) Use Controlled Density Fill C:ry of Bremerton March 2012 Crosstown Prpelrne Upper Reach RepaTr SP - 76 ' L�J ' � (CDF) per Section 2-09 3(1)E as shown on the Pians or as directed by the Engineer Trench foundation matenal, where additional excavation is directed by the Engineer, shall be foundation matenal, Class B, per Section 9-03 17, or shouider ballast per Section 9-03 9(2) of the Standard Specifications Geotextde fabnc for pea gravel beddmg for HDPE pipe shall be in accordance with Section 9-33 2(1), Table 6 The fabnc shall have mmimum grab strength of 100 Ibs ' 7-08.3 , 7-08.3(1)A ' , Construction Requirements Trenches Delete the first paragraph and replace w►th the follow�ng The length of un-backfilled trench shall be kept to a minimum and in no case shall exceed 250 linear feet along any one street, unless specifically authorized by the Engineer Supplemenf th�s sect�on w�th the follow�ng Foundation Material Where directed by the Engineer, the Contractor shall excavate below the pipe ' zone shown on the Contract Plans or below the limits required for structures and replace with Foundation Material Class B per 9-03 17 or ballast matenal per 9-03 9(2) The material shall be compacted and covered with filter fabnc The overexcavation, haul, and disposal of the waste material shall be considered incidental to the cost of the foundation matenai u , , ' All unsuitable excavated matenai shall be loaded directly into trucks and hauled to a disposal site obtained by the Contractor and acceptable to the Owners Representative Stockpdmg of unsuitable material at the pro�ect site will not be allowed Excess or surplus trench excavation material shall be disposed at a site provided by the Contractor Material removed from the trench that is acceptable for backfill shall be taken to a stockpile site or placed alongside the trench if space permits Groundwater is not expected to be encountered during construction In the event that minor groundwater appears in the trench or if stormwater runoff enters the trench, the Contractor shall maintain dewatenng pumps and accessories on-site to remove the water ' 7-08.3(1)C Bedding the Pipe r� � �'J ' Supp/ement this section w►th the following The HDPE pipe shall be bedded m mmimum 6" depth pea gravel extending up to the pipe spnng line (midpoint) Ad�ust the pea gravel bedding underneath the pipe to ensure correct Ime and grade of the pipe Geotextde fabric shall be placed around the pea gravel, top to bottom, to prevent native sod from migratmg into the pea gravel beddmg ' 7-08.3(3) Backfilling ' Delete the second, third, and fourth paragraphs and substitute C:ty of Bremerton Mmch 2012 ' Crosstown Prpelrne Upper Reach Repa�r SP - 77 Trench backfill shall be native matenals unless directed otherwise by the Engineer Remove particles larger than 3-inches in any dimension or type, frozen material, roots, debris, and organic matter See Section 2-09 3(1)E, Backfilling, for requirements for stockpding excavated materials suitable for backfili When the Engineer determines that excavated matenal is unsuitable as trench backfill, the Contractor shall used imported backfill material to make up any shortfall in native material Imported backfitl material shall be gravel borrow per 9-03 14(1) Where indicated on the Plans and as directed by Engineer, controlled density fill (CDF) shall be provided for backfill CDF shall conform to Section 2-09 3(1)E Backfillmg and surtace restoration shall closely follow the installation of pipe, so that not more than 200 feet is left of the trench open at any time during construction without approval of the City When public safety concerns exist, the City may require more stnngent backfilling standards Selected beddmg material shall be placed and compacted around and under the sewer mains by hand tools to a height of 6 inches above the top of the pipe The remaming backfill shall be compacted to 95 percent of the max�mum density in the roadway pnsm, to 90 percent outside the roadway prism The City will perform density tests to determine compaction values In the event of unsatisfactory compaction values, the Contractor shall perform additional compaction as needed and obtaiR additional compaction testing at their expense to satisfactorily demonstrate to the City that passing compaction values have been obtamed Where the vertical clearance between ad�acent storm dramage lines, water, or sanitary sewer lines is 2 to 6 inches, an ethylene vmyl acetate pad, Rubatex Laboratories R-5010-A, or an approved equal, shall be placed between the utdities The pad shall be 3 feet by 3 feet by 2 5 inches mmimum All costs necessary to furnish and mstall the pad shall be considered incidental to pipe laying 7-08.3(4) Plugging Existing Pipe Delete the paragraph and replace with the following text Wherever a pipe is shown to be abandoned on the Plans, remove as much as possible of the pipe from the ground and plug the remainmg pipe at both ends Cut off 12-inches outside of structures for abandornng Fully plug with lean mix concrete mirnmum two pipe diameters into the pipe to ensure no water or matenal can enter the pipe end Plugging existmg pipe is considered incidental to all other work 7-08.3(5) Utility Excavation for Measurement (Potholing) The Contractor shall excavate (pothole) utdities where directed by the Engmeer during the course of the work to obtain vertical and horizontal measurements Potholing shall include saw cutting, removal of roadway, excavation, backfilling, and roadway restoration The Contracto� shall survey the vertical elevation I�mits of the utilities and submit the �nformation to the Engineer The utility elevation shall be documented relative to the pro�ect datum The horizontal alignment shall also be documented Backfill and compact the void left by the potholing in accordance with the plans and specification The roadway may be temporarily restored or patched by placing a 2-inch thick cold mix asphalt temporary pavement patch over the pothole locations The patch shall be maintained so as to not create a traffic hazard or inconvenience the public Upon fmal restoration, remove the temporary patch and restore with hot mix asphalt Potholing and submittal of the information to the Engineer shall be completed one week prior to any construction in the area The Contractor shall coordinate with the respective utdity as required for each potholmg excavation and request that a representative be on site dunng the excavation Crty of Bremerton March 2012 Crosstown Ptpekne Upper Reach Repatr SP - 78 ' I� �J Potholing where directed by the Engineer dunng the course of the work shall be paid at the unit bid item cost in accordance with this section 1 7-08.4 , ' ' ' Measurement Delete this section and replace with the following text Plugging and removing existing pipe is not measured Imported Trench backfill using imported matenal shall be measured by the cubic yard using neat line measurements Foundation matenal shall be measured by the by the cubic yard using neat Ime measurements Controlled Density Fdl shall be measured by the cubic yard Shonng or extra excavation Class B will be measured as specified in Section 2-09 4 ' Measurement for pipe wdl be by the linear foot of pipe laid and successfully tested and shall be along the centerline of the pipe through fittings Measurements w�ll be from the inside face of structures or manholes not channeled or to the end pipe where it dead-ends beyond manholes Measurement will be to the nearest foot No measurement shall be made for trench excavation, haul and disposal of ' unswtable backfill, pipe beddmg, native material used as trench backfill above the pipe zone, and compaction of backfill , , ' , ' ' ' ' Measurement for the bid item "Utdity Excavation (Potholing)" shall be per each pothole as directed to be performed by the Owner Dewatermg the trench or bypassing flow is not measured 7-08.5 Payment Delete this section and replace with the following text Payment will be made at the unit contract price for such of the following bid items as are included in the Bid Proposal "Imported Trench Backfill", per cubic yard "Foundation Material", per cubic yard "Controlled Density Fill", per cubic yard "Utdity Excavation (Potholmg)", per each The urnt cost for "Foundation Material" shall include the cost to furnish, place, and compact gravel material as directed by the Engineer The cost for additional excavation, haul, and dispose of unsuitable matenal below the trench shall be considered incidental to the cost for foundation material The unit cost for Imported Trench Backfill shall mclude the cost to furnish, place and compact imported trench backfill when directed by the Engineer The cost to haul off and dispose of ' Gty oJBremerton March 2012 Crosstown P:pelrne Upper Reach Repatr SP - 79 Cl unsuitable material shall be considered incidental to this urnt cost Controlled Density Fdl shall be paid at the unit cost to furnish and place the material in the trench The work required for pipe installation, including trenching, pipe bedding, pipe zone material, trench backfilling and compaction, and placement of tonmg wire shall be considered incidental to the unit cost of pipe, installed, in accordance with Section 1-04 1 to provide a complete product The bid item "Utdity Excavation (Potholing)", shall be per each at the unit cost in the proposal The unit pnce for "Utdity Excavation (Potholing)" shall be full pay for exposing and determining the vertical elevation and horizontal alignment of existing utdit�es where indicated on the plans or where directed by the Engineer Payment will be made for each pothole per excavation site regardless of the number of utilities verified at each site, including sawcutting, pavement removal, excavation (including vactoring), obtaining measurements, temporary traffic control, and backfill/compaction Temporary and final surface restoration shall be paid under separate bid items Dewatering the trench or bypassing flow is aiways considered incidental to other bid items 7-09 �***..� 7-09.3 7-09.3(19)C WATER MAINS Construction Requirements Water Service Line Relocation (NEW SECTION) To expedite the work of laying new sewer mains, existing water service lines may be temporarily removed from the trench When the Contractor is in the vicinity of a water service line, the Contractor shall hand-dig to carefully expose the line and prevent it from being damaged When ready to the lay the new mam m the trench, the Contractor shall notify the City on-site representative, who will contact the City water crew and notify the affected resident City water crews will isolate the water service line and remove it from the trench The Contractor shall immediately install the new mam in the trench and allow the City water crew to repair the water service Ime The City wdl provide all matenals and equipment for cutting and restoring water service lines The Contractor shall make provisions to allow safe access to the trench by City forces The Contractor is responsible for all costs to repair damage to water service Imes resulting from negligent construction activity, mciuding but not limited to damage to meter boxes, mams, and water service lines, and any property damage (public or private) caused by a main or service Ime breakage Costs for City water crews to repair damage caused by the Contractor's negligent activity shall be deducted from the Contractor's billmg statement 7-09.3(19)D Water Main Realignment Due to Conflict (NEW SECTION) Where an existing water main conflicts with the new sewer, relocate the main in accordance with the Detad 3/D2 of the plans Known conflicts occur as foilows - Station 15+38 6-inch water main conflicts with 36" SS 7-09.3(19)E Temporary Water Main Removal (NEW SECTION) Where an existmg water main crosses through the trench of the new sewer main, cut the section of water mam in the trench, install the new sewer main, and repair the water main section with ❑ Crty of Bremerton March 2012 Crosstown Ptpelrne Upper Reach Repa:r � SP - 80 , ' 1 ' ' new restrained �oint ductile iron pipe and solid sleeves In order to isolate the section of main that wdl be cut and to restrain it from thrust forces, valves must be cut-into the main and in-line thrust blocks poured for existmg water valves at certam locations pnor to the water main cut as shown on the plans Coordinate with City Water Operations staff to isolate the water mains as needed so the Contractor can perform the work The in-line thrust blocks must be poured at least 5 days pnor to cutting the mam m order to allow sufficient time for the concrete to cure See Detad 5 on Sheet D2 Followmg is a list of locations where the water mains are to be cut and removed from the trench for installation of the new sewer main Also included are the valves and whether a thrust block must be placed ' _ Sta 3+25 - Cut 8" water main, Cut-m one (1) 8" valve Sta 12+75 - Cut 6" water ma�n, Cut-in finro (2) 12" valves, Install thrust block - Sta 15+50 - Cut 6" water main, Cut-in one (1) 12" valve, Install thrust block ' _ Sta 17+80 - Cut 6° water mam, Cut-m Two (2) 12" valves, Install thrust block Sta 24+40 - Cut 8" water mam, Install thrust block - Sta 31+05 - Cut 6" water main, Cut-in one (1) 6" valve , ' 7 ' ' , All pipe �omts, fittings, and valves shall be mechanically restrained with EBAA Iron MegaLug, Romac RomaGnp, or U S Pipe Field Lok 350 gasket Measurement Supplement th�s section with the following There wdl be no measurement for the lump sum bid items "6-Inch Water Mam Relocation at Station 15+38" "Remove and Restore 8-inch Water Mam", per lineal foot "Remove and Restore 6-inch Water Main", per lineal foot "Exist�ng Water Valve Concrete Thrust RestramY', per each Measurement for cut-m gate valves on water mains are descnbed in Section 7-12 ' 7-09.5 , � ' �J , Payment Supplement this section with the followmg Any work associated with relocating water service lines by City water crews shall be considered incidental to the sewer main instaliation and no payment shall be made Payment for the bid items "6-Inch Water Main Relocafion at Station 15+38", lump sum, shall mclude all labor, eqwpment and matenals for relocat�ng the existmg-inch cast iron main over the top of the new sewer main, mcluding excavation, demolishing the existing main, pipe bedding, installing new pipe and fittmgs, pounng thrust blocks, backfilling, pressure testing, and disinfection, complete in accordance with Section 1-04 1 Payment for the bid items to remove and restore water mams where they cross the trench shall include all costs for cuttmg and restormg the main with two new solid sleeves and ductile iron pipe, ail �oints restrained, complete C�ty oJBremerton March 2012 ' Crosstown Prpelrne Upper Reach Reparr SP - 81 "Exis�ng Water Valve Concrete Thrust RestramY', per each The unit Contract pnce shall be full pay to install the inline thrust restraint as required by the plans and shall include all labor and matenals to prowde a complete installation including all fittings necessary to temporanly cap the ad�acent pipe and put the existing water main back in service, except that Removing Asphalt Pavement and Hot Mix Asphalt shall be paid for as specified in Sections 2-02 and 5-04 Payment for cut-in gate valves on water mains and existing water valve in-line restraint blocks are described in Section 7-12 Any cost associated with supportmg Ciiy crews for water service Ime relocation is inGdental to the contract 7-12 �**,�*� 7-12.1 VALVES FOR SEWER MAINS Description Section 7-12 1 is supplemented by addmg the following This section also applies to valves used on sewer mams 7-12.2 Materials Delete the third paragraph and replace with the following text Gate valves shall be m conformance with the latest version of AWWA C-515 with non-nsing stems Non- nsing stems shall be cast-bronze The body and bonnet shall be fusion-bond epoxy coated in accordance with AVWVA C550 Gate valves 30" diameter and greater shall be bevel�ear operated and laid honzontaliy Acceptable manufacturers include Muelier, Clow Vaive Company, M&H Valve, and AVK Tappmg sleeves for remforced concrete cylinder pipe shall be Romac FTS 435 or approved equal 7-12.3 Construction Requirements (Supplement) Section 7-12 3 is supplemented by adding the following Install each valve with cast iron valve box and valve key up to grade in accordance with detad in the Plans Where the valve is sewer valve, the lid shall clearly indicate the valve is a sewer valve The 30-inch diameter concrete cylinder pipe (CCP) shall be hot-tapped where shown on the Plans The pipe is under pressure that vanes befinreen 5 and 45 psi 7-12.4 Measurement Supplement this section with the following 7-12.5 Payment Supplement this section with the following "Gate Valve, 36-inch", per each The urnt contract pnce shall be fuil pay for all work to fumish and mstall the vaive complete in place on the main, including trenching, backfill, compaction, �ointmg, blockmg of valve, pamting disinfectmg, valve box and any additional fittings required to provide a complete C�ry ofBsemerton March 2012 Crosstown Prpeltne Upper Reach Repatr SP - 82 ' � ' � ' installat�on "Gate Valve, 30-inch", per each The urnt contract price shalf be full pay for all work to fumish and mstall the valve complete in place on the main, including trenching, backfill, compaction, �omfing, blockmg of valve, paintmg dismfectmg, valve box and any additional fittmgs required to provide a complete installation "Gate Valve, 24-mch", per each The unit contract pnce shall be full pay for all work to fumish and install the vaive complete m place on the main, includmg trenchmg, backflll, compacbon, �oint�ng, blockmg of valve, paint�ng dismfectmg, valve box and any additional fittings required to provide a complete mstallation ' "Gate Valve, 18-inch", per each The urnt contract price shall be full pay for all work to fumish and mstall the valve complete in place on the main, includmg trenchmg, backfill, compact�on, �oint�ng, blockmg of valve, pamting disinfectmg, valve box and any additional fiitings required to provide a complete mstallation , , "Gate Valve, 12-inch°, per each The urnt contract pnce shall be full pay for all work to fumish and install the valve complete in place on the main, including trenching, backfill, compact�on, �ointmg, blockmg of valve, paint�ng disinfecting, valve box and any additional fit6ngs required to provide a complete installation "Gate Valve, 8-inch", per each The urnt contract pnce shall be full pay for all work to fumish and install ' the valve complete in place on the mam, inGuding trenching, backfill, compaction, �oint�ng, blockmg of valve, paint�ng disinfectmg, valve box and any addit�onal fittmgs required to provide a compiete mstallation LJ� ' "Gate Valve, 6-mch", per each The urnt contract pnce shall be full pay for all work to fumish and install the valve complete in place on the mam, includmg trenching, backfill, compacbon, �omt�ng, blocking of � valve, paintmg dismfectmg, valve box and any additional flttings required to prowde a complete mstallat�on Tapping vaive for 30-inch CCP �s included in the bid item "18-inch Temporary Bypass System" Tappmg valve for the 12-inch AVWVA C900 pipe is included m the bid item "Hot-tap for 12-inch AVWVA C900 Pipe n u 7-17 SANITARY SEWERS ('�"") 7-17.2 Materials Supplement this section with the following 36-inch diameter sewer pipe shall be High Density Polyethylene Pipe (HDPE), DR 21, Ductile Iron Pipe Size (DIPS), in accordance with Section 9-05 23 The pipe shali have a green stnpe Flange backer nngs shall be ducfile iron Sewer pipe 18-inch diameter on Naval Avenue shall be AVWVA C905, DR 18 Sewer pipe 12-mch diameter on Naval Avenue shall be AVWVA C900, DR 18 Restram all fittings Pipe Joints do not require restraint Fittmgs, unless noted otherwise on the Plans, shail be ductde iron per Section 9-30 2(1) and meet the requirements of ANSI/AWWA C110/A21 10 or ANSI/AVWVA C153/A21 53 Fittings shall be either flanged or mecharncal Joint and prowded in accordance with the Plans All fittings, and valves shall be Crry ofBremerton Crosstown P�peltne Upper Reach Reparr March 2012 SP-83 .;, � mecharncaily restrained Mecharncal �oint restraints shall be EBAA Iron MegaLug, Romac RomaGnp, or equal Ductile Iron pipe spoots shall be Class 53 thickness All fittings and ductde iron pipe spools shall be lined with Protecto 401 lirnng applied at mirnmum 40 mds Extenor coating shall be standard asphaltic coating Hardware (nuts, bolts, and washers) shall be in accordance with ASTM A307, Grade B, mirnmum 60 ksi 7-17.3 Construction Requirements Supplement this section with the following Contractor shall comply with applicable construction requirements of Sections 7-05 7-08, 7-09, and 7- 12, and as modified herein All HDPE and plastic sewer pipe shall be installed with locating wire Wire shall be UL listed, type UF, 14-gauge copper, green color and taped to the top of the pipe to prevent movement during backfilling The wire shall be laid loosely enough to prevent stretching and damage The wire shall be wrapped to a convenient accessible location within each access manhole A one-pound magnesium anode shail be buried with the pipe every 1,000 imear feet maximum for cathodic protection of the wire (locating wire test station) Locating wire splices and connections to anodes shall �oin wires both mechanically and electrically and shall employ epoxy resin or heat-shrmk tape insulation Locatmg wire shall be tested pnor to acceptance of the pipe system A written notice from the Contractor to the City finro days prior to the test is required On a curvilinear sewer, the wire shall be brought up, bared, and wrapped three times around the manhole nng Tape shall be Terra Tape "D" or approved equal The tape and wire shall be furnished and installed by the Contractor All pipe �oints for large diameter HDPE pipe shall be restrained �oint using either flanges or butt fusion weldmg Electro-fusion weldmg at �omts shall only be permitted upon approval by the Engmeer All fittmgs shall be either flanged or mecharncal �oint Mecharncal �oint fittings shall be mechanically restrained Thrust blocks shall not be permitted unless shown on the plans HDPE Pi�e Flanae Installation: MJ Adapters and flanges shali be centered and aligned to the mating component before assembling and tightening bolts In no case shall flange bolts be used to draw the connection into alignment Bolt threads shall be lubncated, and flat washers should be used under the nuts Flange connections shall be mstalled in accordance with the manual TN-38 from Plastics Pipe Institute titled Bo/t Torque for Po/yethylene Flange Joints (July 2011). Bolts shall be tightened using a criss-cross pattern tightening sequence as shown in Table 1(pg 9) of TN-38 Flanged connections must be retorqued in 4 to 24 hours after initial torqueing in accordance with TN- 38 Bolts shall be torqued to values indicated in Table 2(pg 10) and Table 3(pg 11) of TN-38 TN-38 can be found at http //plasticp�pe orq�/pdfi�n-38 bolt torpue flanved to�nts pdf Handlinq Piae: When lifting with slings, only wide fabric choker slmgs capable of safely carrymg the load shall be used to lift, move, or lower pipe and fittings Wire rope and cham are prohibited Slmgs shall be of suffic►ent capacity for the load and shall be inspected before use Worn or damaged equipment shall not be used Sewer pipe shall be tested under a hydrostatic pressure of 60 psi for 15 mmutes Testing shali be conducted in accordance with Section 7-09 3(23) The Contractor shall provide all equipment and materials for testing the pipe, including blind flanges, threaded pipe, valves, pumps, and any other equipment and materials to test the piping Ctty of Bremerton March 2012 Crosstown Prpel:ne Upper Reach Repa�r SP - 84 � ' t ' � � ' ' � � a ' ' ' ' ' ' ' ' ' ' � J �J � , ' ' 'r] � The 18-inch diameter AVWVA C905 sewer constructed on Naval Avenue shall receive a video mspection in accordance with 7-04 3(2) HDPE piping does not require video inspection 7 18 Temporary Bypass on Montgomery Avenue (NEW SECTION) In order to replace the 30-mch ductde �ron main from Station 1+00 to 4+10 on Montgomery Avenue, flow must be stopped and bypassed in the 30-inch main The Contractor shall install an 18-mch temporary bypass pipe along Montgomery Avenue from Station 0+87 to Sta 4+10 (totai length of bypass = 320 LF) The Contractor shall pertorm a 24-mch hot tap of the existing 30-mch concrete cylinder pipe (CCP, manufactured by Ameron) at Station 0+87 The hot tap saddle shall have a 24-mch flanged connection Reference Appendix D for additional information about the CCP Tapping of CCP requires special experience and equipment and should only be performed by an experienced company such as Speer Taps (Carnation, WA) or Furmanite (Kent, WA) The Contractor shali submit the qualifications and references of the hot tap subcontractor for review by the City The City reserves the right to re�ect the hot tap subcontractor based on lack of experience or poor references The hot tap subcontractor shail have completed taps of at least three (3) concrete cylinder pipes within the past 5 years Tappmg shall be performed in accordance with the Ameron bulletin Tapp�ng Concrete Pressure P�pe Under Pressure Install a line stop at the hot-tap flanged connection The Ime stop shall have an 18-mch bypass port that allows full (100%) flow through the port Install restrained �oint pipe from the line stop port to the new 18-mch gate valve at Station 4+10 Upon completion of the mstallation and connection of the new 36-mch HDPE sewer from Station 1+00 to Station 4+10, remove the bypass system, includmg Ime stop and backfill the trench The bypass prpmg is located �n a residential neighborhood At the upper end of the bypass piping, ' install an air relieve valve at the high point The off-gas from the air relief vaive shall discharge into an activated carbon odor control vessel (Baker Corporation Kieen Air or equal) placed on the sidewalk The vessel shall be sized based on the average sewage flow rate of 7500 gpm ' ' , , ' ' ' The Contractor shall provide a submittal which includes - Technical data sheets for all matenals and appurtenances (i e pipe, fittings, air relief valve, odor control vessel, Ime stop equipment, restraints) - Pipmg pian and profile, showing connections and location of appurtenances - Manufacturer's methods for pertormmg hot tap of 30-inch CCP pipe - Expenence and qualifications of linestop and tapping subcontractors, - Sequence of work to install bypass, duration of bypass 7-17.3(2) 24-inch Cross at Station 31+43 (NEW SECTION) A 24° x 18" cross fittmg with valves and reducers shall be cut-into the existing 24-inch diameter ductde iron sewer main at the intersection of 13�' Street and Naval Avenue The existing 24-inch sewer pipe is active and conveys large volumes of sewage on a continual basis The City wdl stop flow in the existing pipe by shutting down a sewage pump station for a limited duration during the evernng befinreen 9 p m and 4 30 a m so the Contractor can cut the main and install the fitting with valves The Contractor has 7 5 hours to cut the pipe, install the fittmg, and make connections during the night The work must be scheduled when the weather forecast predicts three successive days without precipitation The Contractor shall supply all special equipment (i e light plants, etc ) required for rnght work C�ty of Bremerton March 2012 , Crosstown Prpehne Upper Reach Repa:r SP - 85 Prior to performmg this work, the Contractor must perform the 10-inch hot of the 12-inch AWWA C900 main and install a 8-inch temporary bypass pipe from the hot tap valve to the top of the surge chamber and discharge into the surge chamber The Contractor shal! provide a submtittal describmg the sequence of work, means, methods, and materials for mstalling the 24-inch cross assembly 7-17.4 Measurement Delete the second paragraph and supplement this section with the following text "36-inch Sewer Pipe, HDPE", per linear foot "18-inch Sewer Pipe, AVWVA C905", per linear foot "12-mch Sewer Pipe, AW1NA C900", per linear foot "18-inch Temporary Bypass System", lump sum "Cross Fitting at Station 31+43", lump sum "Hot-tap for 12-inch AVWVA C900 Pipe", lump sum "Cross Fittmg at Station 3+08", lump sum "Cut-in Wye Fitting at Station 24+60", lump sum 7-17.5 Payment Delete this section and replace with the following text "36-inch Sewer Pipe, HDPE", per linear foot "18-inch Sewer Pipe, A1NWA C905", per linear foot "12-inch Sewer Pipe, AW1NA C900", per linear foot "18-inch Temporary Bypass System", lump sum "Cross Fitting at Station 31+43", lump sum "Cross F�tting at Station 3+08", lump sum "Hot-tap for 12-inch AW1NA C900 Pipe", lump sum "Cut-in Wye F�tting at Station 24+60", lump sum The unit pnce per Imear foot of "36-mch Sewer Pipe, HDPE" as descnbed in th�s section and shown in the Plans shall include the complete cost for mstalled pipe from Station 1+00 on Montgomery Avenue to approximate Station 24+50 at the mtersection of 11�' Street and Naval Avenue, including excavation, pipe bedding, furnishing and installmg pipe, testing, and backfillmg trench The unit pnce per Imear foot shall include all fittings along the pipe (regardless of matenal type), transition fittings, locating wire, connections to exist�ng and new pipe, demolition of exist�ng pipe and fittings, access port manholes, dump valve at Sta 1+00, testmg, and any other work required to provide a complete, fully tested, and operable sewer main to the required line and grade Gate valves are paid as a separate bid item The urnt pnce per linear foot of "18-mch Sewer Pipe, AVWVA C905" as descnbed in this section and shown in the Plans shall include the complete cost for installed 18-mch pipe from approximate Station 24+50 at the intersection of 11�' Street and Naval Avenue to the 24" x 18" cross fitting at Station 31+43 at the intersection of 13�' Street and Naval Avenue, mcluding excavation, pipe beddmg, furrnshmg and installing pipe, testing, and backfilling trench The unit pnce per Imear foot shall include ali fittings along the pipe (regardless of matenal type), Joint connections and mechanical restramts, locat�ng wire, makmg connections, and any other work required to provide a complete, fully tested, and operable sewer main to the required line and grade C:ty oj'Bremerton March 2012 Crosstown Ptpel:ne Upper Reach Reparr SP - 86 , � � , ' ' � _! ' � L� ' C� ' �� ' � ' ' The urnt pnce per linear foot of "12-mch Sewer Pipe, AVWVA C900" as descnbed in this section and shown in the Plans on Sheet C7 shall include the complete cost for installed pipe from the 8-inch hot tap to the 24" x 18" cross fitting, includmg excavat�on, pipe bedding, fumishmg and installing pipe, mawng connections testmg, locating wire, backfilling trench, and any other work reqwred to provide a complete, fully tested, and operable sewer main to the required line and grade The bid item "18-inch Temporary Bypass System", lump sum, shall include all matenal, labor, and equipment to install a fully operable bypass beiween Stat�on 0+87 and Stat�on 4+10, including excavation, hot tap of the existmg CCP pipe, line stop assembly installation and msertion, operat�on of the line stop throughout the bypass, removal of the line stop and capping the tappmg sleeve with a blind flange, bypass pipe installation and connections, odor control, air relief, bypass pipe removal, backfill, and all other work descnbed in Section 7-17 3(1) to provide a fully operable temporary bypass system in accordance with Section 1-04 1 The bid item "Cross Fittmg at Station 31+43°, lump sum, shall mclude all matenal, labor, and equipment to fumish and install the cross fiiting and reducmg fittmgs at Stat�on 31+43 as shown per Detad 1/D6 and as descnbed in this section, including excavation, fumishing and instaliation of cross fitting and makmg connections dunng the evening work hours, and backfllling the excavat�on Gate valves are paid under separate bid items The bid item "Cross Fittmg at Station 3+08", lump sum, shal� mclude all matenal, labor, and equipment to furnish and mstall the 36" x 30" cross fitting, solid sleeves, spools, and dump valve assembly at Station 3+08 as shown on Detad 2/D5, including excavation, removmg existing 30" pipe and thrust block, furrnshing and installation of new fittings and matenals, backfill, compaction, making all connections, tappmg and drairnng the exisfing pipe, and mstallmg the concrete block pipe restraint system per Detad 6/D2, compiete, in order to provide a complete, restramed, fuily connected piping system between the existing 30" pipe and the new 36" pipe Gate valve is paid under separate bid items Payment for the bid item "Hot-Tap for 12-inch AW1NA C900 Pipe", shall include all costs to perform a hot-tap of the 12-mch diameterAW1NA C900 pipe, complete m accordance with Section 1-04 1(1), including excavation, furrnshing and installing tappmg sleeve, furrnshing and instalimg 10° tapping valve, tapping the pipe, mstalimg valve box and extension up to grade, and backfilling the excavation Incidental to this bid item is excavating the ad�acent 12-inch gate valve and installing a valve case up to grade The bid item "Cut-in Wye Fittmg at Station 24+60", lump sum, shall include all matenal, labor, and equipment to furnish and install the wye and other fitting on the existing 30" DI main as shown on Plan Sheet D7, including excavation, cutting and installing new fittings, makmg connection to new main, backfili, compaction, making and restraining all connections, complete, m order to provide a complete, fully connected pipe Payment for the 30-mch gate vaive to be cut-in at the same time as the wye shall not be included in this bid item and is paid under the bid item "Gate vaive, 30-inch" Unless included in a specific bid item, measures reqwred for bypassing flow and drainmg the existing pipe shall always be mcidental to other bid items Gate valves, unless used as a tapping valve, are paid per Section 7-12 7-18 SIDE SEWERS 7-18.1 Description Delete this section and replace with the following Ctty ofBremerton March 20/2 , Crosstown Prpelrne Upper Reaeh Reparr SP - 87 This work shall consist of temporardy cutting, removing and replacing all side sewers (sewer laterals) that cross the alignment of the new sewer main These side sewers shall be temporardy removed to allow for mstallation of the new sewer main Reference Detad 1/D2 for typical replacement of side sewer where there is no conflict with the existing main Conflict with the proposed sewer Ime may or may not exist Where a conflict does exist, the side sewer shall be realigned in accordance with the detad titled "Side Sewer Realignments Due to Utility Crossing " 7-18.2 Materials Delete this section and replace with the following Side sewers shall be PVC, ASTM D3034, DR 35 and match the d�ameter of the existing pipe Connections between new and existing pipe shall be made with Fernco elastomeric couplings with stainless steel compression bands Fittings and pipe shall be glued �omt PVC 7-18.3 7-18.3(1) Construction Requirements General Supplement this section with the following The approximate location and depth of known sanitary side sewers (sewer laterals) is shown on the plans In ail cases where a sewer laterai crossing of the trench is shown on the plans, the Contractor shall cautiously dig in that area, using hand diggmg if needed, in order to expose the sewer lateral and prevent damage to it The Contractor shall immediately notify the Engmeer when a lateral is exposed and pnor to cutting the lateral Side sewers shall be out of service for no more than 4 hours If the laterai location conflicts with the new main, the lateral shall be cut, realigned, and reconnected in accordance with the detail, "Side Sewer Realignment Due to Utility Crossmg " The Contractor may permit sewage flow from the cut lateral to discharge directly into the trench or may choose to bypass the flow using plugs and pumps The Contractor shall not backfill the restored lateral untd inspected by the City Couplings shall be supported with compacted gravel or CDF to prevent settling dunng backfill Generally existing sewer laterals are 6" diameter Maintain adequate supplies on-hand for restoration of 4-inch, 6-inch, and 8-inch side sewers, mcluding p�ping and flexible couplmgs The Contractor shall continue other Work during the laterai restoration The Contractor shall use a GPS device or survey equipment to survey the location of the lateral at the main and supply this mformation to the Owner as part of Record Drawings 7-18 3(3) Testing Delete this section and replace with the following Ctty of Bremerton March 2012 Crosstown Pipekne Upper Reach Repatr SP - 88 ' � Prior to backfilling, the Contractor shall notify the Owner to allow for visual inspection of the restored lateral ' 7-1 8.3(5) � ' � '� ' Delete this section 7-18.4 End Pipe Marker Measurement Delete this section and replace with the following Measurement for the urnt bid item "Side Sewer Realignment and Restoration° shall be per lineal foot of new pipe furnished and installed, including through bends and fittings Controlled Density Fdl wdl be measured separately, per CY placed ' 7-18.5 The contract unit pnce for fumishing and placing Controlled Density Fill shall be per cubic yard placed in accordance with Section 7-08 ' Delete this section and replace with the following Payment for "Side Sewer Realignment and Restoration" shall be per lineal foot of new side sewer � pipe mstalled and connected, regardless of size and whether or not realignment is required due to a conflict, mcluding cutting the pipe, realignmg and installing the new pipe section, connecting the pipe, fittings, coupiings Excavation, backfill, and compaction shali be considered inadental to the unit cost ' ' t_� The unit pnce for "Side Sewer Realignment and Restoration" shall also be used to pay for removal and replacement of 6" and 8" sewers at the intersection of 11�' St and Naval Avenue to allow for installation of the new main Reference Detad 1/D2 for typical repa�r Payment 7•20 PRE-INSTALLATION CLEANING, INSPECTION, AND ASSESSMENT OF SEWER ' LINES (NEW SECTION) �*****� ' 7-20.1 � , C Description This work shall generally consist of cleaning, removing and disposing of waste matenals, and performmg CCN inspections of all the sewer main segments included in this pro�ect identified to be rehabilitated by cured pipe 7-20.1(1) Submittals Submittals shall be m accordance with Section 1-05 3(5) of these specifications Submittals shall inciude, but not be limited to , the items identified In these specifications and in Section 1-05 3(5) of these specifications The followmg items shall be submitted prior to any cleaning and inspection work being performed C:ty ofBremerton March 2012 ' Crosstown P:pelrne Upper Reach Reparr SP - 89 � ' Example CCN Inspection � Pnor to pertorming CCN inspections for this pro�ect, the Contractor shall submit examples of prior CCN inspection work This submittal shall mclude a Pre-Installation CCTV inspection CD/DVD and associated Inspection Report, and a Post-Installation CCN inspection CD/DVD and associated Inspection Report The CCTV inspection CD/DVDs and Inspection Reports wdl be reviewed by the Engineer to determine if the quality of the CCN image and the content of the inspection report is acceptable and if defects were properly identified and documented on the Inspection Report The video files shall be recorded and subm�tted in MPEG format No other format wdl be accepted unless approved by the Engineer If the Contractor hires any portion of this work out to a subcontractor, the subcontractor shall submit examples as descnbed above The Contractor or subcontractor shall be responsible for modifications to equipment, software, and/or mspection procedures necessary to achieve report material of acceptable quality No CIPP work shall commence prior to approval of the examples by the Engineer Once accepted, the report material shall serve as a standard for the remaining work The CCN Inspection CD/DVD shall include the following information Continuous Display - Date of Inspection - Main segment number - Upstream and downstream manhole numbers - Current distance along the mamline 2 Audio - Date of Inspection - Verbal confirmation of upstream and downstream manhole numbers - Verbal description of pipe size, pipe material - Verbal descnption of setup (Normal or Reverse Flow) - Verbai description and location of defects - Verbal description and location of lateral connections 3 The Inspection Report shall include the following information - Date of Inspection - Mam segment number - Upstream and Downstream Manhole Numbers - Setup (Normal or Reverse Flow) - Pipe Size and matenal - Status (Active or Inactive) of all side sewers - Location, length, and depth of water of sags - Location and description of defects - Confirmation of abdity or inability to rehabditate the sub�ect sewer main segment usmg CIPP Off-site Disposal Location Waste from the cleanmg operation may be disposed of at the City of Bremerton VWVfP at 1600 Oyster Bay Ave S There will be no fee for this disposal ` The fo/low�np items shall be submitted after each wdeo mspect►on has been aertormed Ctty ofBremerton March 2012 Crosstown P:pel:ne Upper Reach Repair SP - 90 � i �� e ' ' Pre-Installation Inspection Reports The Contractor shall provide the Engineer with two (2) copies of the Pre-Installation Inspection CD/DVD and associated Inspection Report for each sewer main segment No more than one sewer main segment shall be included on a Pre-Installation Inspection CD/DVD or inspection report The Pre-Installation Inspection CD/DVD and associated Inspection Report for a sewer mam segment shall be submitted to the Engineer at least five (5) working days pr�or to requestmg "wet-out" for that sewer main segment � 7-20.2 ' Not used 7-20.3 1 ' � ' Materials Construction Requirements 7-20.3(1) Equipment Cleaning Equipment Clearnng equipment shall be capable of removing dirt, grease, rocks, sand, roots and other materials and obstructions from the sewer lines Video inspect�on indicated there are hard tubercles at each joint These hard tubercles must also be removed if they protrude into the pipe more than 1 inch Selection of equipment shall be based on field condition such as access to manholes, quantity of debns, Size of sewer mam pipe, condition of sewer main pipe, and pipe linmg activities Video Inspection Equipment The Contractor shall inspect the sewer intenor walis of the sewer main pipe using a color CCTV ' camera with a lens capable of rotating 360 degrees to allow the Contractor to look directly up tees and wyes It is entirely the Contractor's responsibdity to choose and provide the correct equipment and software ' which wdl produce CCN inspections and reports that meet the minimum CCN inspection standards of this specification Should any of the CCN inspection equipment become damaged or degraded during the course of this pro�ect, such that it is not capable of producing the minimum standards, it ' shall be the Contractor's responsibility to repair or replace the affected equipment No additional work days or payment wdl be granted for the repair or replacement of damaged or degraded equipment � ' ' 1 ' 7-20.3(2) Personnel All CCTV mspections shall be performed by a trained operator who documents the date of the ' inspection, the condition of the pipe at each phase including before and after liner installation, breaks, obstacles, and side sewers by closed arcuit television 7-20.3(3) Clean�ng Pnor to conductmg CCN inspection, the Contractor shall clean the sewer main segment Clean shall be defined as the removal of all accumulations including sludge, dirt, sand, rocks, asphalt, concrete, grout, grease, roots, and any other solid or semi-solid material existing in the pipe with 100% debris removal It wdl be the Contractor's responsibility to make as many cleaning passes as necessary to meet the above definition of 'clean' Ctry of Bremerton March 2012 ' Crosstown Prpehne Upper Reach Repa:r SP - 91 Sludge, dirt, sand, rocks, grease, and other solids or semi-solid material resulting from the clearnng operation shall be removed at the downstream manhole of the section being cleaned Passmg matenals from manhole section to manhole section is not permitted All roots shall be removed from the sewer lines Special attention shall be used during the ciearnng operation to assure removal of roots from the �oints and side sewer connections Procedures may include the use of inechanical equipment such as rodding machines, root cutters, porcupmes, and high-velocity hydro �et cleaner During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid any damage to the existing pipe Any damage of the sewer main pipe resultmg from the Contractor's cleanmg operations, regardless of the existing condition of the pipe, shall be the responsibility of the Contractor Some of the pipes within this pro�ect are fragile with broken sections, offset joints, and holes in the pipes. The Contractor shall use extreme care to not further damage the p�pe during cleaning operations The Contractor may request to view the City's video inspection files for more information on the exist�ng condition of the pipes. 7-20.3(4) Waste Material Disposal The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at the approved off-site location Trucks hauling solids or semi-solids from the site shall be watertight so that no leakage or spolage wdl occur Under no circumstances shatl sewage or solids be dumqed onto the Qround surface, streets. catch basms. or storm drains 7-20.3(5) CCTV Inspection The Contractor shall perform CCN mspection after cleanng the sewer lines to document the condition of the host pipe, venfy the footages of side sewer connections, and verify the lines were cleaned m accordance with these specifications In order to allow for an accurate analys�s of the condition of the existing sewer mam/host pipe, the Contractor shall ensure that the entire surtace of the sewer main under inspection is clearly visible When the depth of sewage, which may be caused by existing defects such as sags, offsets, voids, etc , obstructs the abd�ty of the Engmeer to clearly view the sewer main/host pipe surtace, the Contractor shail halt the mspection and remove the sewage from the main using high velocity �etting machines, or other non-destructive methods acceptable'to the Engineer Once the main section under inspection is clear of sewage the inspection may resume CCTV Inspection will occur after the flow is bypassed and the sewer main is taken out of service If the Contractor should find rocks and sediments, grease, grout, protruding laterals, or other obstructions that would otherwise prevent the installat�on of a liner, they shall halt the inspection and remove said obstructions prior to completing the CCN inspection The Contractor shall maintain a clean and clear lens for the duration of the CCN inspection Should the lens become soiled, or fogged, or otherwise impaired to any degree that impedes the abdity to clearly see the cond�tion of the pipe, the Contractor shall hait the inspection and clean/clear the lens of any foreign matter impeding the visual inspection No additional compensation wdl be made for re- inspections required by the Eng�neer due to soded, fogged, or otherwise impaired camera lenses The Contractor shall maintain sufficient light levels within the mam to allow for visual inspection of the pipe walls for a mmimum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, Ctty of Bremerton March 2012 Crosstown Ptpeltne Upper Reach Repatr SP - 92 ' ' ' ' �J ' ' tl and four {4} feet for all pipe sizes 12" and up Additionally, the Contractor shall make certain that the light levels are not so blight that v�sual inspection is impeded Should the camera get stuck in the sewer, the Contractor shall be responsible for all costs in extracting it Costs related to difficulties encountered during internal video inspection are incidental to the contract, and claims wdl not be considered 7-20.3(6) 7-20.3(6�A Assessment of Sewer Lines General This work shall generally consist of assessing the existmg condition and ability to line a sewer main segment 7-20.3(6)8 Lining Feasibility Pre-Installation Inspection Report Review Pnor to approving a sewer mam segment for CIPP lining, the Contractor shall review all information in the Pre-Installation Inspection Report The CCN Inspection for each sewer main segment shall be viewed in its entirety to ensure there were no missed service connections or pipe defects dunng the CCTV inspecfion Minimum Acceptable Conditions ' The Contractor is responsible for determining whether or not a sewer main segment is suitable for CIPP lining The Contractor shall not mstall a CIPP Imer in any sewer main segment with existing defects that interfere with or cause a reduction in hydraulic capacity, or which may intertere with , future CCN inspection operations, or which may hinder in any way the quality of installation of the CIPP liner system If a sewer mam segment is not suitable for Imin4 it shall be noted on the Video Inspection Report and presented to the Engineer � The following sewer main pipe defects and conditions shall be considered as guidelines when perForming CCN Inspection review and making lirnng feasibdity assessments � Sags Any section of a sewer mam segment that has a sag which causes sewage levels to continuously reach half pipe or greater, and which is longer than ten (10) feet in length shall be noted on the Video ' Inspection Report and presented to the Engineer The Engineer shall make the final determination of whether the sag is acceptable or needs repair prior to lining � � , ' , Bends and Curves If, in the opinion of the Contractor, there exists a section in the sewer main segment with bends or curves which may prevent linmg operations, or future CCTV inspections after a liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted on the Video Inspection Report and presented to the Engineer Offset Joints Any �oint that is offset by more than one half (1/2) of an mch m an 8-inch diameter pipe or one (1) inch m a 10-inch diameter pipe or larger shall be noted on the Video Inspection Report and presented to the Engmeer The Engmeer shall review the defect and make a final determination of whether the offset is acceptable or needs to be repaired prior to lining Roots The contactor is required to remove all roots withm the sewer main pipe as part of the cleaning operations If there are any roots growing mto the main from a side sewer lateral the Contractor shall Ciry of Bremerton Mrnch 2012 ' Crosstown P�pelene Upper Reach Reparr SP - 93 , lake measures to cut them back to the point that they are no longer in the main The Contractor shall note these occurrences on the Video Inspection Report Other Defects Any other defects in a sewer main segment that, in the Contracto�'s opinion, will impede the Contractor's abdity to clean and/or line to the level of quality required withm these contract provisions shall be noted on the Video Inspection Report and presented to the Engineer 7-20.4 Measurement The number of linear feet of the sewer main pipe cleaned and mspected will be measured based on the actual pipe footage obtamed from the pre-installation CCTV inspections This measurement will only be made one time, regardless of the number of passes it takes to get the sewer main segment cleaned and inspected in accordance with these specifications 7-20.5 Payment Payment will be made m accordance with Section 1-04 1, for each of the following Bid items that are included in the Proposal "CIPP Pre-Installation Cleaning and Inspection", per linear foot The unit contract price for "CIPP Pre-Installation Cleanmg and Inspection", per linear foot, shall be full pay for all labor, equipment, and materials required to clean and mspect the sewer main in accordance with these specifications Disposal of waste materials shall be considered incidental to this work 7-21 �*****� 7-21.1 CURED-IN-PLACE PIPE REHABILITATION (R!E!!!I SECTIOR!) Description This work shall consist of rehabilitating sarntary sewer pipelines us�ng Cured-In-Place Pipe (hereinafter referred to as CIPP) within the existmg, structurally deteriorated pipe The rehabditat�on of pipelines utilizing CIPP shall generally consist of the installation of a resin- impregnated flexible felt tube or composite felt and carbon or glass fiber tube which, when cured, shall extend the full length of the onginal pipe and provide a structuraliy sound, smooth, �oint-less and watertight pipe The Contractor is responsible for proper, accurate and defect free installation of the new pipe regardless of the methods described herem The pipe scheduled for rehabditation is ductile iron, approximately 866 Imeal feet at 30-inch diameter w�th polyethylene lining There are no side sewer connections to the pipe 7 Reference Specifications, Codes, and Standards The following documents form a part of this specification to the extent stated herem and shall be the latest editions thereof Where differences exist befinreen codes and standards, the one affording the greatest protect�on shall apply, as determined by the City � t ' , I '� Ll � � � e ' 1 � � ' , 1 C:ry of Bremerton Crosstown Ptpelene Upper Reach Reparr Mrrrch 2012 SP-94 s ' ' ' ' , � ' 1 1 ,� , - ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place Installation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting Resin Pipe (CIPP) - ASTM F1216 Standard Practice for Rehabditation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube - ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pull in and inflate and Cunng of a Resin-Impregnated Tube - ASTM 0543 Test Method for Resistance of Plastics to Chemical Reagents - ASTM 0578 Standard Specification Glass Fiber Strands - ASTM 0638 Standard Test Method for Tensile Properties of Plastics - ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Remforced Plastics and Electrical Insulating Materials - ASTM 02122 Standard Test Method for Determirnng Dimensions of Thermoplastic Pipe and Fittmgs - ASTM 03567 Standard Practice for Determming Dimensions of "Fiberglass" (Glass-Fiber- Reinforced Thermosetting Resin) Pipe and Fittings - ASTM D5813 Standard Specification for Cured-in Place Thermosetting Resin Sewer Pipe 7-21.1(2� Contractor Submittals ' Submittals shall be m accordance with Section 1-05 3(5) of these specifications Submittals shall include, but be limited to, the items identified in these specifications and in Section 1-05 3(5) of these specifications ' A The Contractor shall submit, pnor to the installation or use of any lirnng materials or equipment, satisfactory wntten guarantee of their mtent to comply with the manufacturer's standards for all materials and techniques being used in CIPP process Any proposed ' modifications to the manufacturer's recommended standards shall be approved by the Engineer prior to installation of the product B The Contractor shall submit, prior to the mstallation or use of any Iming matenals or ' equipment, certified test results from the manufacturers which �ndicate that all materials conform to the applicable requirements ' C' Chemical resistance submittals - The Contractor shall subm�t CIPP test results that meet the chemical res�stance requirements of ASTM F1216 and ASTM F1743 Section 5 2 6 CIPP samples tested shall be of fabric tube and the specific resm proposed for actual , construction It is required that CIPP samples without plastic coating meet these chemical testing requirements ' , The chemical resistance tests should be completed �n accordance with Test Method D543 Exposure should be for a mirnmum of one month at 73 4 degrees F Durmg this period, the CIPP lest specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, whichever is applicable, when sub�ected to the followings Crty of Bremerton March 2012 ' Crosstown Ptpel�ne Upper Reach Repatr SP - 95 1 ' Chemical Solution Concentration, ercent Ta Water H 6-9 100 Nitric Acid 5 Phos horic Acid 10 Sulfuric Acid 10 Gasoline 100 Ve etable Od 100 Deter ent 0 1 Soa 0 1 The Contractor shall be responsible for all costs associated with the chemical resistance tests D CIPP Field Samples - The Contractor shall submit lest results from previous field mstallations of the same resin system and tube matenals as proposed for the actual mstallation, Field sampling procedure shall be in accordance with ASTM F1 216 or ASTM F1743 and in accordance with ASTM 0 5813 E MSDS Sheets - The Contractor shall submit Material Safety Data Sheets for all resins, and other additives such as accelerants, colorants, and lubricants utdized in the pipe liner/lirnng process F Informational Handout - The Contractor shali submit an mformational handout that descnbes the materials, processes, installation, pressures, temperature limitations, and odors associated with the lining process that shall be provided at the request of concerned residents 7•21.2 7•21.2(1) Materials General Ne�ther the CIPP product, nor installation, shall cause adverse effects to any of the City processes or facdities The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant The Contractor shall notify the City and identify any by-products produced as a result of the operations, test and monitor the levels, and comply with any and all local waste discharge reqwrements 7.21.2(2) Product Storage and Handling All materials shall be accomparned by test reports certifying that the material conforms to the ASTM standards listed herein Materials shall be shipped, stored, and handled in a manner consistent with written recommendations of the manufacturer Storage locations shall be approved by the Engineer All damaged materials and pipe re�ected by the Engmeer shall be promptiy removed from the site at the Contractor's expense and disposed of in accordance with current appiicable regulations Damage Includes, but is not limited to, gouging, abrasion, flattening, cuttmg, puncturing, or ultra-violet (UV) degradation 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 combination or non-woven and woven materials, capable of carrying resm, and withstandmg mstallation pressures and curing temperatures, as required in ASTM F , ' � 1 ,' ' a � � ' � LJ , ' ' ' Crty of Bremerton March 2012 Crosstown Prpelrne Upper Reach Repa�r SP - 96 ' ' C�� ' , ' ' ' � ' � ' ' ' ' � , ' ' 1216, Section 5 or ASTM F 1743, Section 5, and ASTM D 5613, Sections 5, 6 and 8 The tube may also contain fell layers reinforced with glass or carbon fibers 2 The tube shall be manufactured to a size that when installed will tightly fit the internal circumference and the length of the ongmal pipe The tube shall have suffic�ent strength to bridge missing pipe sections and be able to�stretch to fit irregular pipe sections and negotiate bends Allowance shall be made for circumferential and longitudinal stretching dunng installation Diametnc shrinking durmg the curing process shall meet the requirements of ASTM D 5813, Section 6 3 1 or better 3 The outside layer of the tube shali be coated with an impermeable, flexible membrane that wdl contam the resin durmg and after fabric rube impregnation, and faalitate morntonng of the resin saturation durmg the resin Impregnation (wet-out) procedure 4 The tube felt shall be homogeneous across the entire wall thickness containing no mtermediate or encapsulated elastomenc layer No matenal shall be Included in the tube that may cause de- lamination in the cured CIPP No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabnc and the activated resin contammg a colorant � 5 The wall color of the mterior pipe surface of CIPP after mstailation shall be a light reflective color so that a clear detaded examination with CCN Inspection may be made The hue of the color shall be dark enough to distmguish a contrast between the fully resin saturated felt fabric 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 with the name of the manufacturer 8 The nominal tube wall thickness shall be constructed to the nearest 1 5 mm increment, rounded up from the design thickness for that section of installed CIPP Wall thickness transitions, in 1 5 mm increments or greater as appropnate, may be fabricated into the fabnc tube beiween installation entrance and exit access points 9 The minimum length of the tube for any sewer main segment shall be that deemed necessary by the instailer to effectively span the distance from the starting manhole to the terminating manhole or access pomt, pius that amount required to run-m and run-out for the installation process 7 Resin The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent testing 2 The resm shall be a chemically resistant isophthalic based polyester thermoset resin and catalyst system, or epoxy resin and hardener that are compatible with the installation process Vinyl Esters may be used, however they shall only be used when specifically called for by the Engineer The resin should be able to cure both in the presence and without the presence of water and the initiation temperature for cure should be less than 180 degrees Fahrenheit When properly cured the resm/liner system shall meet the structural and chemical resistance requirements of ASTM F1216 and or ASTM F1743 3 The activated res�n shall contain a colorant compatible with the resin, organic peroxides and the installation and curing process, such as Creallova� CHROMA CHEM 844-7260 Phthalo-Blue, or City of Bremerton Mmch 2012 ' Crosstown P�pehne Upper Reach Reparr SP - 97 equivalent, at a level of 0 01-0 035 % by the weight of the resm The colorant shall be added concurrently with the organic peroxide activator solution, or immediately after addmg it to the resin, to serve as a multi-purpose visual quality assurance indicator For systems using a photo- mitiator catalyst no colorant m the activated resin is required 4 Prior to construction, the Contractor shall submit a basel�ne infrared spectrum chemical fingerprint of the type of resin to be used for this pro�ect on 8'/2" x 11" format 7-21 .2(5) CIPP Structural Requirements 1 The thickness of each liner installed shall be determined using calculation methods that are consistent with mdustry standards, City of Bremerton design requirements, and the requirements of all applicable ASTMs The Contractor's Design Engineer shall submit stamped an�i signed designs prior to the installation of any liner The designs shall mclude a step by step calculation that shows all equations, defines all variables, lists all assumptions, and clearly indicates all values used for the design 2 The design engmeer shall set the long term (50 year extrapolated) Creep Retention Factor at 50% of the initial design flexural modulus as determined by ASTM D790 test method 3 The cured in place pipe material (CIPP) shall conform to the structural properties as listed below AAinimum Ph s�cal Pro erties Pro e Test Method Cured Com osite Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of ASTM D-790 (short 300,000 psi Elastici term Flexural Stren th ASTM D-790 4,500 si 4 The required structural CIPP wall thickness shall be based as a minimum on the physical properties indicated above, the Design� Equations in the appendix of ASTM F1216, and the following design parameters Desi n Safe Factor 2 0 Cree Retention Factor 50% Ovali 2% Modulus of passive sod 1,000 psi reaction Groundwater De th Assume at surface Sod De th See Plan Set Live Load H-20 Hi hwa Loadm Sod Load assumed " 134 Ib/cu Ft P� e Condition Full Deteriorated Mmimum service life 50 ears *No sods investi ation related to this ro ect has be erFormed 7-21.3 7-21.3(1) Construction Requirements Preparatory Work 1 Property Owners Notifications - Per Section 1-07 16(1) of these specifications , ' � , ' , ' Crty of Bremerton March 2012 Crosstown Pepel:ne Upper Reach Reparr SP - 98 � � � � � 2 Clearnng and Inspection of Lines - Per Section 7-20 of these specifications 3 The Contractor shall verify the lengths in the field pnor to ordering and rp ior to impregnation of the tube with resin, to ensure that the tube witl have sufficient length to extend the entire length of the run The Contractor shall also measure the inside diameter of the existmg pipelines m the field prior to ordering liner so that the Imer can be installed in a tight-fitted condition 4"Wet-OuY' Process for Resin/Tube Composite , - The quantity of resin used for the tube impregnation shall be sufficient to fill the volume of all voids m the tube matenal with additional allowances for polymenzation shnnkage and the loss of resin through cracks and irregulanties �n the host pipe wall ' , - A vacuum impregnation process shatl be used To ensure thorough resm saturation 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 unit length ' - A roller system shall be used to uniformly distribute the resin throughout the tube The roller gap dimension shall be calculated by a method that determines the correct volume of resin/tube per foot contained within the confining penmeter of the flexible membrane ' � ' ' � ' 7•21.3(2) ' � 7.21.3(2�A - The "wet-out" tube shall meet ASTM F 1216, 7 2 or ASTM F 1743, 6 2 as applicable, and shall have a urnform thickness and excess resm distribution that when compressed at installation pressures wdl meet or exceed the design thickness after cure - No dry or unsaturated layers shall be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resm contairnng a colorant - The person in charge of the "wet-out" process, as identified in the Statement of Qualifications for CIPP Rehabditation, shall complete and sign a"wet-out" sheet for each liner to be delivered to the site The certified "wet-ouY' sheet shall include, but is not limited to, "wet-ouY' dale, resin identification, tube length, diameter, and thickness The Contractor shall submit to the Engmeer the signed "wet-ouY' sheet for each Imer delivered to the site Additionally, 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 C�ty reserves the right to inspect all phases of production and testing of matenals, from manufacturing, shippmg, "wet-ouY', installation, and cure, to finished product Pipe Liner Installation General The CIPP liner shall be installed and cured in the host pipe per the manufacturer's specifications as described and submitted in Section 1-05 3(5) 01 of these Special Provis�ons CIPP Installation shall be In accordance with applicable ASTM F1216, Section 7, or ASTM F1743, Section 6, w�th the following modification � � 1 Final Cleaning and Inspection The existing host pipe shall be cleaned �ust prior to insertion of the Imer After the clearnng is complete, a final camera pass shall be made to venfy the cleanliness of the line This final pass shall be completed in the presence of the Engineer and Crry of Bremerton March 2012 ' Crosstown Pipelrne Upper Reach Reparr SP - 99 accepted as `clean' This final video inspection shall be videotaped and submitted with Post Installation CD/DVDs to the Engineer 2 Prior to installation of the liner, the heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgomg heat supply Additional monitors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the termination to allow for the monitoring and logging of temperatures dunng the cure cycie The Contractor shali have back-up monitors avadable at all times 3 Tube Insertion - The wet-out tube shall be positioned m the pipeline using either air or water inversion, or a puli-in method The tube shall be pulled-in or inverted through an existing manhole or approved access point and fully extended to the next designated manhole or termmation point The pressure head shall remain constant to avoid wrmkles in the liner The Contractor shall protect the manholes to withstand forces generated by equipment, water, or air pressures used whde installing the tube If a lubncant is used during the installation process the Contractor shall submit a matenal data to the Engineer pnor to �ts use for approval No petroleum based lubricants, such as mmeral od, shall be approved for use The Contractor may be required to place an absorbent material in the area of installation (i e around truck area, gutter line, or where appropriate) If a pulling method is used, a cable shall be strung through the existmg pipe to be rehabditated and attached to the liner through an existmg manhole or access point The Imer shall be pulled through the exist�ng manhole and through the existmg pipe by this cable Care shall be taken not to damage the liner or host pipe durmg the mstallation If the inversion arocess is used. a pre-liner shall be inserted in the existins� aiae arior to insertion of the liner to ensure no mi4ration of resin occurs into the surroundina ctroundwater or streams. Liners installed in pipe segments that contain a vertical or honzontal curve shall utilize the inversion method if, m the opmion of the Contractor, it is deemed suitable to utilize the pull-in method for any p�pe with a vertical or horizontal curve, it shall be noted on the pre-mstallation video inspection report and presented to the Engineer for approval for this method if ne�ther method is deemed suitable for liner installation the line segment wdl be removed from the contract 7-21.3(2)B Curing and Cool Down for Heated Water or Steam After liner placement is completed, a suitable heat source and distribution equipment shall be provided to distribute or re-circulate hot water or steam throughout the pipe The equipment shall be capabie of delivenng hot water or steam throughout the section to urnformly raise the temperature above the temperature required to cure the resin This temperature shall be determmed by the manufacturer based upon the resm/catalyst system employed The curing of the CIPP must take into account the existing pipe material, the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the sod) 2 To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monitors to gauge and record temperatures of the incoming and outgomg heat source during the curing and cooling shall be placed betwreen the tube and pipe invert at each end A back-up monitor is required in the event of monitor fadure 3 The Contractor shali submit the cure and cool down periods as recommended by the resin manufacturer If an accelerant is used the Contractor shall subm�t the ad�usted cure and cool down penods based on the accelerant Manufacturer's recommendations Recirculation of the hot water or steam shall be maintained continuously throughout this penod Ctty of Bremerton March 2012 Crosstown Pipelme Upper Reach Repatr SP -100 � � ' ' ' �I , � ' ' , ' 4 During the cure and cool down process, the Contractor shall keep logs, charts and/or graphs of the liner temperatures at the specified locations to ensure that proper temperatures and cure times have been achieved Certified cure logs and cool down schedules shall be submitted for each installed liner 5 The contractor shall mamtain the maximum and minimum pressure required to hold the tube tight agamst the host pipe dunng the cunng process until firnshed curing, per manufacturer's recommendation 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 static head so that a vacuum will not develop that could damage the newly installed liner 7•21.3(2)C Finished Pipe Liner � 1 The firnshed Iming shall be continuous over the entire length of an installation run and be free of visual defects, including but not limited to, foreign inciusions, cracks, dry spots or unsaturated layers, pinholes, wrinkles, blisters, bulges, soft spots, and de-lamination The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside the Imed pipe If these conditions are present, the affected portions of CIPP will be removed and replaced with an equivalent repair equal to the product installed 2 Any defect, which wdl or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners, shall be repaired at the Contractor's expense, in a manner approved by the Engmeer 3 The beginning and end of the CIPP shall be cut flush at the mlet and outlet points in the manhole, and the ends sealed with an epoxy or resin mucture compatible with the IineNresin system and shall provide a watertight seal Sealing matenal and installation method shall be submitted and approved by the Engineer prior to start of construction �draulic cements and auick-set cement products are not acceqtable 7•21.3(5) Final Acceptance ' 1 The Contractor shall perform a CCN inspection in accordance with section 8 6 of ASTM 1216 and ASTM F1743 after mstallation of the CIPP liner and reconnection of the actwe side sewer laterals The quality of the Post-Installation CCTV inspection shall be held to the same standards ' as the Pre-Installation CCN inspection During the CCN inspection the pipe invert shall be clear of any standmg water and the pipe shall be continuously visible during the inspection � ' ' � 2 The Contractor shall submit to the Engineer, for acceptance and approval, two (2) copies of unedited Post-Installation CD/DVDs and associated Inspection Reports for each sewer main segment within 2 workina davs of the liner installation No more than one sewer main segment shall be mcluded on a Post-Installation Inspection CD/DVD or inspection report The inspection report shall note the inspection date, location of ail reconnected side sewer laterals, debris, as well as any other defects m the I�ner, mcluding, but not limited to, gouges, cracks, bumps, or bulges The Post-Installation CD/DVD and Inspection Report submittals shall be reviewed by the Engmeer within 2 workina davs of receipt Crty of Bremerton March 2012 ' Crosstown Prpelrne Upper Reach Reparr SP -!01 I � 3 Immediately prior to conducting the post-mstailation CCN inspection, the Contractor shall thoroughiy clean the newly installed liner Acceptance of the line as'clean', (as previously defined in this Specification), shall be determined by the Engineer based upon the subsequent CCN inspection of the line If the CCN Inspection reveals any remaining coupons of remstated laterals, these deficiencies 7-21.3(6) Clean-Up After the liner �nstallation 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 with ' State and Federal laws and regulations The pro�ect area affected by the Contractor's operations shall be reinstated 7-21.3(7) Sampling and Laboratory Testing The physical properties of the installed CIPP liner shall meet the minimum physical properties per Section 7-21 2(5) venfied through field sampl�ng and laboratory testmg Per Section 8 of ASTM F1216 and ASTM F1743, the Contractor shall obtain samples from all actual mstalled CIPP liners Ail samples shall be labeled with the followmg - Date of instaliation - Main segment number The Contractor shall supply samples to the City upon request for testing All material testing shall be performed at the City's expense Final payment for the pro�ect shall be withheld pending receipt and approval of the test results If properties tested do not meet minimum requirements, the CIPP liner is sub�ect to re�ection or replacement 7-21.3(8) Warranty The Contractor shall provide the City a non pro-rated, full labor and matenals warranty to be in force and effect for a period of two (2) years from the date of physical completion of the pro�ect The warranty shall cause the Contractor to repa�r or replace the liner should fadures or damage result from faulty material or installation Extended warrantees shall be considered for portions of the pro�ect that have not met the requirements of the contract or are defective or have been repaired 7-21.4 ii. Pavment for "CIPP. Furnish and Install for 30-inch D�ameter oiqe", aer linear foot will not occur until Post-Installation CD/DVDs and Insaection Reaorts have been submitted, reviewed, and apqroved bv the Enameer. deficiencies in the clearing, such as ' the contractor shall immediately correct Measurement ' ' � � The number of linear feet of CIPP liner wdl be measured based on the actual pipe footage obtained ' from the pre-installation CCN inspections 7-21.5 Payenent , Payment will be made m accordance with Section 1-04 1, for each of the following Bid items that are mcluded in the Proposal �I � Crty of Bremerton March 2012 Crosstown Prpelrne Upper Reach Repa:r SP -102 ' �I �� ' I ' ' "CIPP Furnish and Install for 30-inch Diameter Pipe", per linear foot The unit contract pnce for "CIPP Furnish and Install for 30-inch Diameter Pipe", per Imear foot, shall be considered full compensation for all labor, equipment and matenals required to furnish and install the CIPP including final acceptance of the pipe liner per Section 7-21 3(5) Any other work �tems to fully Ime the pipe, mcluding excavation, removal and restoration of the existing 30-inch pipe at Station 0+00, backfdl, restoration of openmgs at access tees, and any other preparatory work shall be considered incidental to the unit bid amount Pavment for "CIPP Furnish and Install for 30-inch Diameter Pipe", per linear foot will not occur until Post-Installation CD/DVDs and Inspection Reaorts have been submitted, reviewed. and approved v the Enqmeer. ' 7-22 7-22.1 SURGE CHAMBER MODIFICATIONS (NEW SECTION) Description ' This Work consists of demolishmg and removing the existing concrete surge chamber and installing and connecting a new fabricated HDPE surge chamber in accordance with the Plans and Specifications and Section 1-04 1 to provide a complete, connected, fully operational surge chamber ' This section descnbes solely the work associated with the lump sum bid item SURGE CHAMBER MODIFICATIONS ' 7-22.2 � ' ' i Materials Fabncated HDPE surge chamber (84 diameter) with head walls and flange adapters shall be ASTM D3350 with a cell classification of of 345464C and Plastic Pipe Institute (PPI) designation of PE , 3408, DR 21 or thicker Backer rings shall be ductile iron The surge chamber fabricator shall have minimum 10 years experience in the fabrication of HDPE pressure vessels ISCO Industries or equa/ (www.�sco-piae com). Ductde iron pipe, fittings, and hardware shall be in accordance with Section 7-17 2 Bedding and backfill material shall be crushed surface base course per Section 9-03 9(3) Manhole frame and cover shall be Olympic Foundry MH83 FRP grating shall be slip resistant and shall be designed to support 100 Ibs per square foot Deflection shall not exceed 0 25 inches � 7-22.3 � ' � Construction Surqe Chamber fabrication and testinq The 84" d�ameter HDPE surge chamber shall be fabncated off-site by a company with minimum 10- years of experience in the fabncation of custom HDPE pressure tanks The mmimum wall thickness shall be 6-inches Using structural calculations, the fabricator shail determine the wall thickness and any reinforcement required to withstand an internal hydrostatic pressure of 10 psi for 30 minutes with no leakage ISCO Industnes or equal (www rsco-aine com). C�ry of Bremerton March 2012 ' Crosstown Pipelrne Upper Reach Reparr SP -103 The surge chamber shall be hydrostatically tested at the factory The chamber shall be tested at 10 psi for 1 hour with no drop in pressure and no leakage The flange adapter ports shall be sealed with temporary blind flanges during the test The Owner shall be contacted at least 7 days prior to the test so that arrangements can be made to observe the test Three copies of the test report shall be signed by an officer of the company and submitted to the Owner Notify the Owner within one week of when the surge chamber wdl be delivered to the site The chamber shall be shipped, stored, and handled in a manner consistent with written recommendations of the manufacturer Flanged inlets shall be attached during fabrication by butt fusion welding per ASTM F2620 Piping �oining for the chamber shall be done using butt fusion welding Demolit�on Demolit�on of the exist�ng surge chamber shall consist of removing the existing concrete surge chamber m its entirety and the upstream and downstream piping to the limits shown on the Plans The existing surge chamber is approximately 26 feet in length and consists of an 84" diameter (ID) concrete pipe, with 8" thick walls The tank head walis are approximately 1 foot thick and there is concrete channeling m the structure The estimated weight of the entire unit is approximately 50 tons A plan and section of the existing surge chamber is on Sheet D8 Demolition of the existing surge chamber shall not be done untd flow is bypassed around the chamber and the site The work shall be coordmated with the cure-in-place Iming of the existing 30-inch Demolition shall not occur until the existmg surge chamber has been delivered to the pro�ect site Once demolition begins, the work shall proceed in an orderly manner through installation of the chamber, making connections and placmg the new chamber onlme Disconnect 8-inch diameter plastic odor control piping and install temporary cap untd new connection is made Installation of new chamber Trenchmg, bedding, backfill, and compaction shall be accomplished in accordance with Sections 7-08 and 7-09 Bedding and backfill material shall be crushed surface base course 9-03 9(3) Install the new pre-fabncated HDPE surge chamber, new sanitary piping and fittings, and make all connections to existmg pipmg in accordance with Sheet D9 and manufacturer's recommendations Instail 8-inch PVC odor vent piping at the chamber outlet and connect to the existing vent piping as shown on Sheet D9 Connection between new and existmg vent piping shall be done using glued fittmgs 7-22.4 Measurement No specific un�t of ineasurement shall apply to the bid item, "Surge Chamber Modifications", lump t su m 7-22.5 Payment ' Payment shall be made m accordance with Section 1-04 1, for the lump sum bid item "Surge Chamber Modifications " All costs associated with "Surge Chamber Modifications" shall be included in the cost for the lump sum bid item, mcluding demolition and removal of the existing surge chamber and upstream and downstream piping to the limits shown on Sheet D8, design, fabrication, delivery and installation of the new 84" diameter HDPE surge chamber and upstream and downstream pipe ' ' Crty of Bremerton March 2012 Crosstown P:pel�ne Upper Reach Repatr SP -/04 ' and fitting within the pay limits as shown on Sheet D9, including concrete channeling, coatmg, ladder, FRP grate, manhole frame and cover, upstream and downstream pipe and fittings to make connection to existing ductile iron pipe and new PVC pipe, vent pipe connection and other measures, labor, equipment, and materials to provide and install a complete, fuliy connected and operational new surge chamber in accordance with the Plans and Specifications Bid Items for traffic control shall not be considered in the lump sum bid item for "Surge Chamber Modiflcations " The followmg items also shall be paid separately and shall not be included m the lump sum bid item "Surge Chamber Modifications" - Removing Asphalt Pavement (Bid Item #7) - Shonng or Extra Excavation Class B(Bid Item #11) - Crushed SurFacing Top Course (Bid Item # 12), Note Crushed Surfacing Base Course shall be � paid at the unit cost for Crushed Surfacing Top Course - Hot Mix Asphalt (Bid Item #13) END OF DIVISION 7 � , Cety of Bremerlon March 2012 Crosstown Prpelrne Upper Reach Reparr SP -105 DIVISION 8 - MISCELLANEOUS CONSTRUCTION 8-01 8-01.3 �'�*) EROSION CONTROL Construction Requirements Delete this section and replace with the following In an effort to prevent, control, and stop water pollution and erosion within the pro�ect, thereby protectmg the work, nearby land, streams, and other bodies of water, the Contractor shall perform all work in strict accordance with ali Federai, State, and local laws and regulations governmg waters of the State, as well as permits acquired for the pro�ect Because the pro�ect work disturbs less than 1 acre, an NDPES construction permit is not reqwred No turbidity or pH morntonng is required City of Bremerton Erosion and Sedimentat�on Control Standard Detads are �ncluded �n Append►x C These detads shall be implemented into the Contractor's Temporary Erosion and Sedimentation Plan General erosion/sedimentat�on controi plans shall be submitted to the Engineer The Contractor shall, in addition to the requirements of the Contract Plans, comply at all times with the following A single individual shall be designated with responsibdity for implementing, morntonng and mamtaining the temporary erosion control measures This individual shali be a Cerfified Erosion and Sediment Control Lead (CESCL) CESCL certfication shall be obtained and submitted to the City prior to beginning excavation The Owner's representative and the CESCL shali walk the site weekly, after ma�or storm events, or as determined by the Engineer to evaluate the condition of each BMP and whether additional BMPs may be required Affected streets shall be swept dady using a vacuum powered sweeper Brooms sweepers are not permitted Temporary water pollution/erosion control measures shall be selected and - implemented m accordance with the latest version of the Department of Ecology Stormwater Management Manual for Western Washington and Division 2 of City of Bremerton Standards for Work in the Right of Way All sOt shall be contained within the construction area The temporary water pollution/erosion control shall, at a minimum, contain the following items 1 As soon as the areas have been cleared and opened for construction, the Contractor shail complete earthwork, compaction, finish gradmg, and placement of at least the first course of surFacing material 2 Critical drainage features and storm sewers receiving runoff from exposed earth surFaces shall be protected from sdtation by temporary gravel berms or check dams made of crushed surfacing top course matenal 3 Stockpiled sod materials shall be protected from erosion at the end of each workmg day by covering the piles with impervious sheeting, containing the edges with a one-foot-high gravel berm of crushed surfacing top course material or other means approved by the C�ty o.f'Bremerton March 20/2 Crosstown PrpeLne Upper Reach Repatr SP -/06 � , 1 � ' Engineer Sod stockpiles and other areas shall be dampened as need to minimize dust generation 4 Slopes shall be mulched, fertilized, and seeded as soon after finish shapmg as possible 5 No drainage systems shall be blocked for more than one workmg day or dunng periods of runoff without temporary dramage bypass 6 Straw bales shall be placed as shown on the Plans, or as otherwise determined by the Engineer to filter surFace runoff and control erosion Where straw mulching is necessary, straw bales shall be broken and the straw spread as slope protection 7 Gravel construction entrances shall be implemented as directed by the Engmeer m areas where construction equipment travels off-road , 8 The ground surface within the Contractor's fueling area shall be covered with a mmimum of two layers of impervious polymeric sheeting placed to overlie a sod or crushed rock containment berm at least 1 5 feet in height Sheeting shall be a minimum of 20 mds ' thickness, each layer and shall be covered by a minimum of six inches of crushed rock The containment berm shall be oriented, and the ground surface within it shall be sloped to retain all spilled fuel and oils within the berm � ' , �I , ' � ' � , ' 9 At the conclusion of construction operations, the Contractor shall remove and legaily dispose of all sheeting, sod and other materials that have become contaminated with fuels and oils 10 Insert filter-fabnc catch basm msert into catch basins for capturing sediment Clean after every storm event and as directed by the Engmeer Remove upon conclusion of the pro�ect 11 Sweep the roadway using a vacuum sweeper, not a brush sweeper, for dust and debns removal at least once daily Flushing the streets shall not be permitted Dry power broommg is prohibited at all times 12 Fabric filters for fences shall be composed of strong rot-proof woven or non-woven polymenc fibers onented into a stable nefinrork such that the fibers retain their relative positions with respect to each other The fabric shall be free of any chemical treatment or coatmg which may significantly reduce permeabdity, and shall have no flaws or defects which could significantly alter �ts physical properties The followmg fabric physical property requirements must be met PROPERTY VALUE TEST METHOD Grab Tensile 110 pounds, minimum ASTM D1682 Stren th Puncture 40 pounds, minimum ASTM D751 Modified Stren th Equivalent 20-100 Based On U S Std Sieves Opening Size EOS Furnish a manufacturer's certificate or affidavit attesting that the fabnc meets all the requirements stated m these Speafications The Contractor shall be responsible at all times for the maintenance of roadways and walkways affected by construction operations Debris and rubbish shall not be permitted to accumulate and all premises shall be maintained in a neat and workmanlike condition In the event that the Contractor C:ty of Bremerton March 2012 1 Crosstown P:pel:ne Upper Reach Reparr SP -107 fails to conform to these requirements, the Owner shall have the right to have the work done by others and the cost wdl be deducted from the monies due the Contractor Temporary Water Pollution/ Erosion Control and any other items related to maintainmg a clean worksite as described m this section shall be incidental to the work and costs shall be included m the pnces for the bid items listed in the Proposal No separate payment will be made 8-01.3(1)A Submittals Supplement this section with the following The Contractor is responsible for providing Erosion and Sediment Control Plan in accordance with this section The Contractor shall submit an Erosion and Sediment Control Plan to the City for review and approval no later than 10 days before excavation The plan shall be prepared upon three (3) 11" x 17" sized sheet(s) of paper Construction shall not begm untd the City has reviewed and approved the Erosion Control Plan Preparation of and impiementing the Erosion Control Pian is considered incidental to all other pro�ect costs The Engmeer shall review the erosion controi plan and make additions or amendments to include, but not limited to catch basm mserts, sdt fences, �ute matting, erosion control blanket, clear plastic covering, mow�ng, and watermg 8-01.3(8) Street Cleaning Supplement this section with the following The Contractor shall supply and man a vacuum powered street sweeper truck (Elgin Crosswind or equal) that shall be on the site dady once excavation begms The sweeper shall be used as needed throughout the day and as directed by the Engineer to sweep debns and sed�ment at the pro�ect site Broom sweepers are not permitted 8-01.4 (�,�*� Measurement There is no measurement for the lump sum item "Temporary Erosion and Sedimentation Control " ' 8-01.5 ��*� Payment , Payment for "Temporary Erosion and Sedimentation Control", lump sum, shall inciude all costs for plannmg, fumishing, implementmg, mamtaming, and removing BMPs in accordance with this sect�on The cost for the CESCL certification, protecting stockpdes, vacuum sweepmg of the streets, and any other costs for mamtaming a clean work site and is considered incidental to this bid item ' ' ' Cety of Bremerton March 2012 Crosstown Ptpeltne Upper Reach Reparr SP -108 ' � ' ' � � ' 8-02 ROADSIDE RESTORATION 8-02.1 Description Supplement this Section by inserting the following It is anticipated that no trees will be replaced by the pro�ect If reqwred, tree replacement wdl be paid via force account Existing sidewalk median and plantmg areas that are disturbed by construction activities shall be restored with native material and 4-inches of topsoil The Contractor shall hand place fertdizer and a rye and fescue seed mix over the top sod , ' 8-02.5 � Ll Payment Delete this section and replace with the following Payment for sidewalk median and planter area restoration, including backfilling with native matenal, placing 4-inches of top soil, and placing fertdizer and grass seed shall be considered incidental to the other surface restoration items in this contract The City will plant new trees at the restored planter area at 11�' and Montgomery at a later date , 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 Descr�ption ' Supplement th�s sect►on w�th the follow�ng Cement concrete curb and gutter shall replace the existing concrete curb and gutter that has been � removed to allow for construction of the work 8-04.4 Measurement � � LJ ' � , ' Delete this section and replace with the following Curb and gutter shali be measured by the lineal foot installed Curb that is mtegral to cement concrete pavement panels shall be measured by the CY as described in Section 5-05 8-04.5 Payment Delete this section and replace with the following "Curb and gutter", per Imear foot, installed in accordance with Section 1-04 1 Payment for "Curb and Gutter shall include all work and materials necessary to excavate, grade, place CSTC, place forms and provide concrete curb and gutter complete and in place Crushed Surfacing Top Course shall be paid as a separate bid item Ctty of Bremerton Mmch 2012 Crosstown P�pel:ne Upper Reach Reparr SP -109 8-09 8-09.3 RAISED PAVEMENT MARKERS Construction Requirements Supplement this section with the following this section and replace with the following 8-09.5 Remove existing raised pavement markers, stop bars, crosswalk lines and other pavement marlungs where reqwred to be replaced on the Surtace Restoration Plans Survey the ali�nments of the existing pavement markers for centeriine, lane lines, and tum lane pockets on 11 Street and Naval Avenue and restore the lane lines to the existing alignment with new raised pavement markers as show on the Surface Restoration Plans and Standard Plans Crosswalk and stop bar pavement markings that are removed due to construction activity shall be replaced using white fod-backed pavement marking tape City forces wdl replace with permanent markings at a later date Payment Supplement this section with the followmg 8-14 8-14.1 Removal of the exist�ng raised pavement markers, survey of the existing lane Imes, and traffic control shall be considered incidental to the bid items for raised pavement markers CEMENT CONCRETE SIDEWALKS Description Delete this section and replace with the following This work shall consist of constructing cement concrete sidewalks, driveways, the sidewalk portion of barrier free curb cuts (sidewalk ramps) with detads shown in the Pians and these Specifications, where designated by the Engineer and m conformity to the lines and grades shown in the Plans The surface fin�sh pattern m the sidewalk shali match the pattern of demolished sidewalk Ramp detectable warning materiat (truncated dome) shall be black in accordance with City standards Curb and gutter shall never be monolithic with the sidewalk 8-14.4 Measurement Delete this section and replace with the following text Measurement for "Cement Concrete Sidewalks, Ramps, and Driveways", shall be per square yard of � cement concrete surface of sidewalks, driveways, and ramps installed C:ty of Bremerton March 2012 Crosstown Ptpelrne Upper Reach Repair SP -1 !0 I� � , ' ' � ' ' , ' ' ' ' ' � � ' 1 1 8-14.5 Payment Delete this section and replace with the following text Payment for "Cement Concrete Sidewalks, Ramps, and Drweways", shall be per SY of cement concrete surtace installed to the lines, grades, and thicknesses shown and shali include all work and materials necessary to excavate, grade, place CSTC, place forms and provide concrete curb and gutter complete and in place as shown in the Plans and m accordance with Section 1-04 1 of the Contract Crushed Surtacing Top Course shall be paid as a separate bid item 8-27 PERMANENT SIGNING 8-21.3(5) Sign Relocation Supplement this section with the following Relocation of all existing intertermg signs and structures shall be considered incidental to the construction and no payment shall be made 8-21.4 Measurement Delete this section 8-21.5 Delete this section 8-22 Payment PAVEMENT MARKINGS 8-22.1 Description Supplement this section with the followmg Reference Surface Restoration (SR) plan sheets for improvements for pavement markings 8-22.3 Construction Requirements Supplement this section with the following Install permanent pavement markmgs where show on the SR plans C:ty oJBremerton Crosstown Prpekne Upper Reach Reparr March 2012 SP-I!I 8-22.4 Measurement Delete this section and replace with the following "Plast�c Left Tum arrow", per each 8-22.5 Payment Delete this section and replace with the following Payment for "Plastic Left Tum arrow", per each, shall include the cost to remove the exist�ng arrow and instali the new arrow, complete, includ�ng survey Traffic control shall be considered incidental to this bid item 8-23 TEMPORARY PAVEMENT MARKINGS { 8-23.1 Description Supplement this section with the following Fumish and install temporary pavement markmgs as mdicated on the Surtace Restoration (SR) and Traffic Control (TC) Plans Temporary pavement traffic arrows for the purpose of tra�c control shall be installed where shown on the plans Restoration of sidewalk and crossbars shall be done with fod-backed pavement marking tape The City will restore with permanent markings at a later date 8-23.4 Measurement Delete this section 8-23.5 Payment Delete this section and replace with the following Temporary pavement markings shall be incidental to the bid item "Pro�ect Temporary Traffic Control ° END OF DIVISION 8 C:ty of Bremerton Crosstown Pipehne Upper Reach Reparr March 20/2 SP - 112 ' � DIVISION 9 - MATERIALS ' 9-05 9-05.23 , �:*:**� LJ LJ , , ' , 1 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS Description Revise the 2" paragraph as follows All HDPE pipe sizes are based on Ductile Iron Pipe Size (DIPS) The dimension ratio (DR) for all HDPE pipe shall be 21 HDPE fittings, where called for use on the pro�ect, shall be DR 17 Supplement this Section with the following text Flange backup rings shall be ductde iron All flanged HDPE fittings shall be installed and torqued in accordance with Plast�c Pipe Inst�tute document titled Bolt Torque for Po/yethy/ene Flanged Joints TN-38 (Ju/y 2011) HDPE PIPE REFERENCES: Piue dimensions and manufacturinq reauirements• ASTM F 714-05 Standard Specification for Polyethylene (PE) Pipe (SDR-PR) Based on Outside Diameter This standard is used for most large diameter HDPE pipe (4" to 63") applications other than gas pipe ASTM D 2513-05 Standard Specification for Thermoplastic Gas Pressure Pipe, Tubing and Fittings Polyethylene pipe and other plast�c for natural gas distnbution are descnbed m great detail in this standard ' ASTM D 3035-03a Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR) Based on Controlied Outside Diameter Most HDPE water tubing (1/2 inch to 3") is made to the dimensions m this standard Whde pipe sizes up to 24" are provided, very littie large _ diameter pipe is made to this standard Installation Standards. ASTM D 2321-05 Standard Practice for Underground Installation of Thermoplast�c Pipe for Sewers and Other Gravity Flow Applications ASTM D 2774-04 Standard Practice for Underground Installat�on of Thermoplastic Pressure Piping ASTM F 1962 Standard Gwde for Use of Maxi-Horizontal Directional Drdling for Placement of Polyethylene P�pe or Conduit under Obstacles, Including River Crossmgs ASTM F 585-94 Standard Practice for Insertion of Flexible Polyethyiene Pipe �nto Exrstrng Sewers American Water Works Association Standards ANSI/AWYVA C 901-2005 Polyethylene Pressure Pipe and Tubing, 5 in (13 mm) Through 3 Crty of Bremerton March 20/2 Crosstown Prpelrne Upper Reach Repatr sp _�� j in (76 mm) for Water Services ANSI/AWWA C 906-2006 Po{yethylene Pipe and F�ttmgs, 4 m(100 mm) Through 63 In (1,575 mm) for Water Distribution P�qe Joininct Standards• ASTM F 2620 — Standard Practice for Heat Fusion of Polyethylene Pipe and Fittings ASTM D 2657 — Standard Practice of Heat Fusion Joining of Polyolefin Pipe and Fittings ASTM F 1290 — Standard Practice for Electrofusion Jommg Polyolefin Pipe and Fittings Fittinu Standards ASTM D 3261 Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic Fittings for Butt Fusion Polyethylene (PE) Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubmg ASTM F 1055 Standard Specification for Electrofusion Fittings for Outside Diameter Controlled Polyethylene Pipe and Tubing 9-30 9-30.1 WATER DISTRIBUTION MATERIALS Pipe Section 9-30 1 is supplemented with the follow�ng �******) Ductde iron pipe, 12 inches in diameter and smaller, shall be thickness Class 52 uniess otherwise indicated on the Plans Ductde iron pipe and fitting shall be United States Pipe and Foundry Co , Pacific States Cast {ron Pipe, Amencan Cast Iron Pipe Company, or approved equal All pipe shall be push-on style with restra�ned �o�nts or using restrained �oint push-on gaskets except where mechanical �oints or flanged �oints are specifically required 9-30 3 9-30.3(4) Valves Valve Boxes Section 9-30 3(4) is supplemented with the following �**,�***� All valve boxes shall be two-piece cast iron, and equipped with a suitable extension for a 36-inch to 65-inch trench depth Top sections and lids will be designed for installation in vehicular areas Lids wdl be labeled "WATER" or "SEWER" as appropnate, and lid tabs wdl point in the direction of the water or sewer mam All valves and valve boxes wdl be set plumb with the valve box centered on the valve Valve box mstallation shall comply with the detads shown in the plans for paved area locations and unpaved area locations 9-30.3(8) Tapping Sleeve and Valve Assembly ('�"*) City of Bremerton March 2012 Crosstown Prpelrne Upper Reach Reparr SP -114 , � ' ' ' ' , � , � � , ' � � ' � 1 1 Supplement this Section with the following text � Tapping sleeve for the 30-inch diameter Ameron concrete cylinder p�pe (CCP) shall be Romac Industnes FTS435 or equal Reference Appendix D for information on the existing concrete cyl�nder pipe END OF DIVISION 9 Crry of Bremerton Crosstown Prpelrne Upper Reach Reparr March 2012 SP-!IS THIS PAGE LEFT INTENTIONALLY BLANK � ,