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HomeMy WebLinkAboutCentral Washington Asphalt - 19039 20th Avenue Overlay - Court St to I-182 Addendum #1 CP5-ST-3R-19-013oo7 ,.... ..... ..... Pasco .,wf' h1. PUBLIC WORK DEPARTM ENT (509) 543-5738 / FAX (509) 543-5737 ~I P.O . Box 293 (525 North 3'0 Avenue) Pasco, Washington 9930 1 / www.pasco-wa .gov ADDENDUM NO. 1 20th Avenue Overlay (Court St to 1·182) PROJECT NO.19039 Contract No. CP5-ST-3R-19-01 June 04, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 -8 ½ x 11" Acknowledgement Pages 1 -8 ½ x 11" Special Provisions 3 Total Sheets ************************************************************************************************** NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the 20th Avenue Overlay (Court St to 1-182). Project No. 19039, Contract No. CP5-ST-3R-19-01 as evidence that the bidder has familiarized themselves with all information incorporated herein . Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required. Company Name Name (Please Print) Title Signature 20th Avenue Overlay (Court St to 1-182) Project No . 19039, Contract No. CPS -ST-3R-19-0l Addendum No. 1 Page 1 ...., ...., PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O. Box 293 (525 North 3rd Avenue) Pasco, Washington 99301 / www.pasco-wa.gov The Bid Opening Schedule remains unchanged. Submittals are due on: Wednesday June 12, 2019 at 11 :00 AM. This addendum will be sent through Quest CDN Only . 20th Avenue Overlay (Court St to 1-182) Project No. 19039, Contract No. CPS-ST-3R-19-01 i i7~ Mi~ Senior Civil Engineer Addendum No. 1 Page 2 - ,..., ,.., PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 P.O Box 293 (525 Nort h 3•d Avenue) Pasco, Washingt on 99301 / www.pasco -wa .gov 20th AVENUE OVERLAY (COURT ST. TO 1-182) ADDENDUM 1 TO THE SPECIAL PROVISIONS (Revision are Underlined) Addendum 1-Replace section 9-04 .1 (3) with the following : 9-04.1 {3) Paving Fabric (******) Paving fabric shall be PETROTAC® 4591 or approved equal as a self-adhesive paving strip membrane geotextile meeting the following Minimum Average Roll Values (MARV) when tested in accordance with the methods listed below and shall be used as a strip membrane to treat local pavement distress, joints, and cracks. Paving fabric shall conform to the property values listed below. ORIGIN OF MATERIALS % U.S. Manufactured I 100% I MECHANICAL PROPERTY TEST METHOD ENGLISH Strip Tensile Strength ASTM D-882 (modified) 75 lbs/in Puncture Resistance ASTM E-154 2001bs ENDURANCE PROPERTY TEST METHOD ENGLISH Permeance-Pem,s ASTM E-96 Method B 0.05 max Pliability-¼" Mandrel ASTM D-146 (modified) No cracks in fabric or 180° Blend at -25 °F rubberized asphalt 20th Avenue Overlay (Court St to 1-182) Project No . 19039, Contract No . CPS-ST-3R-19-0l 100% METRIC 13,135 N/m 890 N METRIC 0 .05 max No cracks in fabric or rubberized asphalt Addendum No. 1 Page 3 ,.., ,..., ,..., ,.., ,..., ,.... ,-. ,.., TABLE OF CONTENTS 20th Ave Overlay (Court st -1-182) Project No. CPS-ST-3R-19-01 INVITATION TO BID ................................................................................................................... AD-1 INFORMATION FOR BIDDERS Standard Speci fications ........................................................................................................................... 18-1 Qualification of Bidders .......................................................................................................................... 18-1 Water ....................................................................................................................................................... 18-1 Submission of Bid Proposal ..................................................................................................................... 18-2 Award of Contract .................................................................................................................................. 18-2 PROPOSAL Bid Proposal ............................................................................................................................................. P-1 Subcontract Disclosure ........................................................................................................................... SD -1 Bid Bond ................................................................................................................................................. 88-1 Non-Collusion Declaration ...................................................................................................................... NC-1 Prevailing Wage Rate Reference ...................................................................................................... PWRR -1 CONTRACT Contract .................................................................................................................................................. C0-1 Performance Bond .................................................................................................................................. PB-1 SPECIAL PROVISIONS City of Pas co Special Provisions .............................................................................................................. SP-1 CONSTRUCTION DRAWINGS ,... ,.... ,.., ,... ,-. ,.... ATTENTION CONTRACTORS INVITATION TO BID 2QTH AVENUE OVERLAY (COURT ST to 1-182) Project No. CP5-ST-3R-19-01 The City of Pasco, Washington is inviting and requesting bid proposals for the 20th Avenue Overlay (Court St to 1-182), Project No . CP5-ST-3R-19-01. This project involves the installation of HMA, planing bituminous pavement, pedestrian ramps and striping on 20th Avenue from Court Street to 1-182 . Bid documents, including plans and specifications, may be obtained beginning May 24, 2019 at 1 O:OOAM through QuestCDN .com using eBidDoc #6361702 , for the standard download fee of $15 .00. QuestCDN.com can be contacted at 952-233-1632 or info@guestCDN.com for additional information and assistance. Bids shall be addressed to the Mayor and the City Council and will be received at the office of the City Clerk, City Hall 1st Floor, 525 North 3rd Avenue , Pasco, Washington, up to the hour of 11 :00 AM, June 12, 2019, and then shall be opened in the City Council Chambers located on the first floor of the City Hall Building. At the time and date stated, the bids will be publicly opened and read aloud . Bids are to be submitted only on forms provided in the specifications. All bids must be accompanied by a "Good Faith Token" in the form of a Certified Check, Cashier's Check or Bid Bond in the amount of not less than 5 percent (5%) of the total or highest bid. Technical questions regarding the scope of this project should be put in writing and directed to Mary Heather Ames, P.E., City of Pasco, Public Works, 525 N. 3rd Avenue, PO Box 293, Pasco , WA 99301. Email: amesm@pasco-wa.gov. Bids will only be accepted from Contractors who are eligible to perform services as governed by PMC 14.10 and who are listed on the QuestCDN Planholders list. The City of Pasco is an equal opportunity and affirmative action employer. Small, minority-and women-owned businesses are encouraged to submit bids. All work performed on the project will be subject to the prevailing state wage rates. The City Council reserves the right to reject any and all bids and to waive technicalities or irregularities, and after careful consideration of all bids and factors involved make the award to best serve the interests of the City of Pasco . DATED: May 21, 2019 Publish: May 24, 2019 May 31, 2019 Mary Heather Ames, P.E. Project Manager INFORMATION FOR BIDDERS r- n n r ,... ,... ..... ...... ,..., INFORMATION FOR BIDDERS STANDARD SPECIFICATIONS The Standard Specifications for the municipal Public Works Construction , as prepared by the Washington Department of Transportation 2018 Standard Specifications for Road, Bridge, and Municipal Construction hereinafter referred to as "Standard Specifications ," hereby references are made a part of this contract as amended by the WSDOT, the City of Pasco Standard Amendments , and the APWA general special provisions as indicated and supplemented by the "Special Provisions." Copies of the Standard Specifications are available for review and inspection at the office of the Engineer. Copies of the Standard Specifications may be purchased from : Washington State Department of Transportation (WSDOT} Engineering Publications Post Office Box 47408 Olympia , WA 98504-7408 QUALIFICATION OF BIDDERS All bidders must be pre-qualified in accordance with Pasco Municipal Code Chapter 14.1 0 'Qualification for Public Works Construction'. The City reserves the right to reject any bid of such bidder who is not on the City maintained list of responsible contractors eligible to perform services as governed by PM C 14 .1 0. WATER If City water is used for any work related to this project, a Fire Hydrant Meter and Gate Valve will be furnished by the City of Pasco to be used specifically for this project. The Contractor shall be charged an $800 return deposit plus a $50 non-refundable handling and processing fee for the meter and valve . The City will charge the Contractor for any water used in the construct ion of the project. Any water used for this project shall be considered incidental to construction and will be paid per WSDOT Standard Specification 2-07.5 . The Contractor shall not operate the hydrant as a gate valve, nor shall the Contractor be allowed to operate any other City owned valve . The Contractor shall provide the necessary back flow prevention device when connecting to the water service . The Fire Hydrant Meter requirements and the Fire Hydrant Meter Application are available at the Customer Service Window and the Engineering Department. Fire Hydrant Meters shall be read daily and submitted to the City Engineer weekly. There shall be no specific measurement and payment for the use of water. All payments necessary to meet the requirements of this provision shall be considered incidental to the work and included in the Contract price. IB-1 SUBMISSION OF BID PROPOSAL The City of Pasco (herein called the City and/or Owner) invites Bidders (herein called the Contractor) to submit bids on the proposal forms (Sec. 1-02.13) (bid package) to be provided to those Bidders pre-qualified in accordance with PMC 14.1 0 (Sec. 1-02.1 ). Bids will be received at the Office of the Engineering Division. The envelopes containing the bids must be sealed, addressed to the Mayor and City Council at 525 N. Third Avenue Pasco, WA 99301 and shall clearly indicate the company name and project for which they are intended. The proposal forms to be completed for the bid package include : the Proposal (Sec. 1-02.6), the Bid Bond , the Non-Collusion Declaration (Sec. 1-02.8(1 )), the Subcontract Disclosure (Sec. 1-02.6), and Acknowledgement of any Addenda (Sec. 1-02.6). All blank spaces for bid prices shall be completed either in ink or be type written and shall contain the appropriate amounts in figures (Sec. 1-02.6). Any bid may be withdrawn prior to the scheduled time for the opening of bids or authorized postponement thereof (Sec. 1-02.10). Any bid received after the time and date specified shall not be considered (Sec. 1-02.9). No bidder may withdraw a bid within 60 days after the actual date of the opening thereof (Sec. 1-03.2). AWARD OF CONTRACT The award of the contract is contingent upon approval by the Pasco City Council. It is the intent of the City to award a contract to the lowest responsible bidder provided the bid has been submitted in accordance with the requirements of the bidding documents and does not exceed the funds available (Sec. 1-02). The City reserves the right to (Sec 1-03.1 ): • Waive any informality in bids received when such waiver is in the best interest of the City. • Accept Alternates in any order or combination , unless otherwise specifically provided in the bidding documents, and to determine the low bidder on the basis of the sum of the Base Bid and the Alternates accepted. • Reject any and all bids . • Republish the invitation for bids . Once the lowest responsible bidder has been determined and the City Council has authorized award of the Contract, the City will mail or otherwise transmit to the Contractor the necessary Contract Documents for execution . The Contractor will have a maximum of ten (10) calendar days from the date of award in which to complete and return the Contract Documents along with the Performance Bond and Certificate of Insurance (Sec. 1-03.3). Once all the contract documents have been returned , a Pre-Construction Conference will be held and the Notice to Proceed will be issued (Sec. 1-08.4 ). IB-2 n PROPOSAL Bid Proposal Subcontract Disclosure Bid Bond Non-Collusion Affidavit Prevailing Wage Rate Reference ,.., ,... ,... ,.., ,..., ,.., BID PROPOSAL 20th Ave Overlay (Court St -1 -182) PROJECT NO. CP5-S T-3R-19-01 HONORABLE MAYOR ANO CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at 20th Ave from Court St to 1-182 And has carefu lly examined specifications, plans, laws, and ordinances covering Hot mix asoha/t, olaning, oedestrian ramo reolacement, oaving fabric, striolng and other associated work. In accordance with the terms, provisions , and requirements of the foregoing , the following prices are tendered as an offer to furnish the equipment, materials, appurtenances and guarantees, where required, and to perform the w ork in place and in good w orking order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. SP -Soecial Provision SS = Standard Soecificat1on -- ITEM QUANTITY UNIT Pay Item DESCRIPTION 1 1 LS SP 1-09.7 Mobilization 2 1 LS SP 1-10.5(1) Project Temporary Traffic Control, min. bid $1 ,000.00 3 1 LS SS2-11 .5 Trimming and Cleanup 4 1 LS SP 8-01 .5 SPCC Plan 5 1 LS SP-2-02.1 Removal of Structures and Obstraction 6 8 EA SP-8-01 .3(9)0 Inlet Protecton 7 2770 SY ss 5-04.5 Planing Bituminous Pavement 2" 8 978 SY SP 5-04.5 Pavement Repair Excavation Incl. Haul 9 650 SY SP 5-04.5 Paving Fabric 10 978 SY SP 4-04 .5 Crushed Surfacing Base Course (8 In. Depth) 11 978 SY SP 4-04.5 Crushed Surfacing Top Course (2 In. Depth) 12 1410 TON SP 5-04.5 HMA CL 1/2" PG 64-28 2• 13 167 TON SP 5-04.5 HMA CL 1/2" PG 6 4-28 3" 14 9 EA ss 7-05.5 Adjust Manhole 15 9 EA SP 7-12.5 Adjust Waler Valve Case 16 4 EA SP 8-13.5 Adjust Monument Case 17 54 SY SP-8-06.5 Cement Concrete Driveway Entrence 18 9 EA SP 8-14.5 Pedestrian Ramp Type Parallel A 19 100 LF ss 8-22 .5 Removing Plastic stop Line 20 4306 LF ss 8-22 .5 Plastic Line 4 In. 21 450 LF ss 8-22.5 Plastic Wide Line 8 In . 22 207 LF ss 8-2 2.5 Plastic Stop Line 23 656 SF ss 8-22.5 Plastic Crosswalk Line 24 17 EA ss 8-22.5 Plastic Traffic Arrow GRAND TOTAL P -1 Unit Price To tal Price ;'<:10 000.00 $30 000.00 $75 000.00 $75 000.00 $3,200.00 $3 200.00 S I 000.00 $1,000.00 $4 000.0( $4 000.0( '<:(.,(., 0/1 $528.00 $6.75 S 18,697.5( '1:17.50 $17115.00 $22.00 'l: I Ll 11\/\ 011 'l:111\/1 $12 714.00 $5.00 $4.890.00 $86.00 ~121 260.00 ~l/\'-.00 $17 535 .00 $750.00 $6,750.0( S600.01 <i:<; Ll00.00 $550.00 $2 200.0( $100.00 ~<; 400.0( S3 500.00 $3 1 500.0( S5.50 c;:,.:;n nr $1.15 $4 951.90 $2.00 $900.00 $4.75 $983 .25 $8.00 S5 248.00 c;: 1L1,.oo >;:') At;<; /)( $386,587.65 ,-, ..., ..., .. ., 20th Ave Overlay (Court St -1-182) PROJECT NO. CP5-ST-3R-19-01 The Proposal Form, Bid Bond, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City or Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and au work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within •so• working days . The undersigned further agrees to pay as liquidated damages, the sum of $500 (Five Hundred Dollars) for each consecutive calendar day thereafter as provided in the Standard Specifications. Accompanying this Proposal is a certified check, cashier's check, bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pasco. and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award , then the City may, at its option. determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and void and the certified check, bid bond, cash or money order accompanying this proposal shall be forfeited to and become the property or the City of Pasco. Otherwise. the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned . Receipt is hereby acknowledged of addendum(s) No.(s) __ 1 ________ & ___ _ Pamp Maiers NAME OF COMPANY: Central Washington Asphalt, Inc. ADDRESS: P.O. Box 939 -Moses Lake, WA 98837 TELEPHONE: (509) 765-5757 ,2019 STATE CONTRACTOR'S LICENSE NO.: CENTRW A181PG ----------------------- P-2 r -, ..., ,.... ,..., ..... r • SUBCONTRACT DISCLOSURE All Subcontractors must b e prequalified in accordance with Pasco Municipa I Code 14.10, at th e time of bid submittal. Prequalification forms may be obtained from the office of the City Engineer. Bidder acknowledges that work performed by a non- prequalified subcontractor will not be accepted by the City of Pasco . WE, the undersigned, intend to employ the following city pre-qualified subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. We intend to employ the firm(s) of: ADDRESS List Item Nu mber l) _ ____:N...:.:/.:....:A:__ ________________________ _ {Electrical) 2) _ ___;N:..:;/...:...;A=---------------------------- {P lumbing) 3) __ ..:...:N:.:..:.IA.:__ ________________________ _ (HVAC) PO Box 7204 4) Pavement Surface Control Kennewick, WA 99336 S) Pro Cut 509 E. I st A venue Ke nnewick WA 99336 ***Please see additional page*** 601 -378-957 1,2,9, 19,20,21,22,23 ,24 602-427-891 5 and rep resent and warrant that the work will be performed by sai d subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately 45 percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: P4\u, fl., FIRM: Central Washington Asphalt, Inc. NAME : Central Washington Asphalt, In c. ADDRESS: PO Box 939 M oses Lake, WA 98837 TELEPHONE : (509) 588-5214 EMAIL: houserk@cwainc .us SD I [ 6) Ray Poland & Sons 503 W. Columbia Drive Kennewick, WA 99336 7) Safe Set Construction 24807 Dallas Road Richland, WA 99352 8) Shamrock Traffic [ [ [ [ 1110 N. Hayford Road Spokane, WA 99201 [ r 600-186-248 1,17,18 603-319-961 1,7 604-342-956 1, 14,15, 16 ,.. ,..., ..., BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Central Washington Asphalt, Inc. _ _ ___ u~ P1 inc ipal, and _____ __ Liberty Mutual Insurance Company as S urety, a re hereby he ld and firmly bound unto th e City of Pasc o as OWNER in the penal s um of Five Percent (5 %) of Bid Amount __ for the payment ofwh icb, well and t ruly to be made, we hereby jointly and severally bind ourselves, s uccessors a nd assigns. S ig ned, this. ~h ___ _ d a of June -y --------__ , 20 19 The c o11di1 1011 s o fth c ahove ohl1 g a t 1011 ,~ rnch that w hereas the Princ ipa l hns s ubm itted to the C it y o f Pasco a c enain Bro . a ll ache d h ereto and he re o y made a pa, t he reof to c11 tc1 into a rnutlacl in writ ing, fot the 20th Avenue Overlay {Court St -1-182) CP5-ST-3R-19-01 NOW THEREFOR E, (a) rf said Bro shall be rejected, or (b) If said BID s b all be accepted and the princ ipal shall execute and deliver a contract in the Fonn of Contrac t attached h ereto (properly completed in accordance witl.J said BID) and s hall furn ish a BOND for his faithful p erformance of said contract, a nd for the payment of all persons performing w o rk or fornishing materials in connections ther ewith, and s hall in a ll other res pects perform the agreement c r eated by the acceptance of said 810. T hen, this obligation s hall be void, o th erwis e the same shall remain i.a force and effect; it being expressly understood and agrccc.l that the liability uf the Surety fo r any and all claims hereunder shall, in no event, exceed the pe nal amount o f thi s obligation as herein stated. The Surety, for value received, hereby stip ulates and agre es that the obligatio ns of said S u rety and its BOND s hall be in no way impaired or affected by any extensions o f the time within which the OWNER may accept such BID; and said Sure ty does hereby waive notice of any s uch e xtension. lN WITNESS WHEREOF, the Principal and the S ure ty l1av e hereunto set their hands and seals, and su c h of them as a re corporations hav e caus ed t heir corporate seals tu be hereto affixed and these p resents to be s igne d by their proper o ffi cers, the day aod year fi rst set forth above. , Cyn Surety compa ni es executing BONDS must appea the T reas ury Department' ost c urre n t lis t (Circular 570 us amended) aod be a uthor ized to t ransact business in th e State of Washington. BBi ..... ~Libel"t): \,p Mutuat SURETY This Power of Attorney limits the acts of those 'named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Oh io Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificale No: 8200930-023049 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mulual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indi ana (herein collectively called the 'Companies"), pursuant to and by authority herein set forth , does hereby name, constitute and appoint. _H_o_ll_i __ Albers, Heather L Allen, James 8 . Bmder, Brandon K Bush , Carley Espiritu, Jacob T. Haddock, Diane M . Hard ing, Brent E. He1l esen, Kyle Joseph Howat, Cynthia L ,-Jay, Al iceon A . Keltner, Christopher Kinyon, Michael S Mansfield, Jamie L . Marques, Erica E. Mosley, Annelies M . Richie , Sara Sophie Sellin, Donald Percell Shanklin, Jr., Karen C Swanson, Misti M. Webb, Eric A . Zimmerman all of the city of Tacoma stale of Washington each individually if there be more than one named, its true and lawful attorney-in-fa ct to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizance s and other surely obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed theretothis 17th dayof April ,..1Q!2__. liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company ~ r-~ ____ By b5 i c David M. Carey, Assistant Secretary E -~ ~ State of PENNSYLVANIA ss >, "C ::i County of MONTGOMERY ~ ~ C u (I) On this __!_l!L day of Apnl , ..1Q!2__ be fore me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance o o 2-Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument fo r the purposes = ti, 2 ~ therein contained by signing on behalf of the corporations by himself as a duly authorized officer. rl uu ]1 ~ IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Pru ssia, Pennsylvania, on the day and year first above written. f §. c~ og ::g ~ COMMONWEALnt Of' PENNSYLVANIA ~ ~ · ~ 0 Teresa=:!:,,, PutJ1ic r/f:': _ . 1 /) -I-/ / O -g o (I) Upper -.on Twp . ~County By : -~---=--'C""".,.,..~---=-.,...,,..-----------a, ro c _ ~ My Comm•ssion Expires Man:h 28, 2021 i'eresaPasteiia, Notary Public ~ ~ & cii Membe,, Pemsytyarna Assada!.., ol No<aries Cl. O ro~ ~~ .g> 2 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual :5 ~ o .!: Insurance Com pany, and West American Insurance Company wh ich resolutions are now in full force and effect reading as follows o <1J E >-<I) ._ 2 ARTICLE IV-OFFICERS: Section 12. Power of Attorney . --= ~ .E ~ Any officer or other official of the Corporation authorized for that pu rpose in writing by the Chairman or the Pres ident. and subject to such limitation as the Chairman or the ;g ~ -c >-President may prescribe, sh all appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute , seal , acknowledge and deliver as surety ~ o ro g any and all undertakings, bonds, recognizances and other surety obligab on s. Such attorneys ~n-fa ct, subject to the limitations set forth in their respective powers of attorney, shall Jg ~ > (I) have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such -O? oc EN z G mstrumenls shall be as binding as if signed by the Pres ident and attested to by the Secretary Any power or authority granted to any representative or attorney-in-fact und er the = M provisions of this arti de may be revoked at any time by the Board, the Chairman , the President or by the officer or officers granting such power or authority. § 6 ARTICLE XIII -Execution of Contracts : Section 5. Surety Bonds and Undertakings O m Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the ch airman or the president may prescribe, {::. ..!. sh all appoint such attorneys-in-fact. as may be necessary to act in behalf of the Company to make , execute, seal, acknowledge and deliver as surely any and all undertakings, ,.... bonds, recognizances and other surety obligations . Such attorneys -in-fact subject to the limitations set forth in their respective powers of attorney, shall have fu ll power to bind the Company by their signature and executi on of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the sec retary. Certificate of Designation -The Presiden t of the Company , acting pursuant to the Bylaws of the Compan y, authorizes David M. Carey , Assistant Secretary lo appoint such attorneys-in- ,-, fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings , bonds, recognizances and other surety obligations. Authorization -By unanimous consent of the Company's Board of Directors , the Company consents that facsimile or mechanically reproduced signature of any assistan t secretary of the Company , wherever appearing upon a certified copy of any power of attorney issued by the Company in conn ection with surety bo nd s, shall be valid and binding upon the Company with the same force and effect as though manually affixed . I, Renee C. Llewellyn , the undersigned, Assistant Secretary , The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Compan y do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full fo rce and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 12th day of June , .29.!2_. LM S-128 73 L MIC OCIC WAIC Mulb Co_062018 /?-~-~ By :~,,_~~~;:;_,,..~~-~-------- Renee C. Llewellyn , Ass istant Secretary ..... .. NON-COLLUSION DEC LARA TlON I, by signing the proposal, hereby declare, under penalty of pe1jury under the laws of the United States that the following statements are true and correct: I. That the w1dersigned person(s), firm association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed t o have signed and to have agreed to the provisions of this Declaration . NCI r- ,.., .. ...... ,-, PREVAILING WAGE RATE REFERENCE The St ate of Washington prevailing wage rates applicable for this pu bl ic works project, which is loca t ed in Fr anklin County, may be found at th e following website add ress of the Department of Labor & Industries: https://fortress.w a.govilni/wagelookup/prvwage!ookup.as px Based on t he bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is July 1, 2019 (30 days after last publication date of May 31, 2019). A copy of the applicable prevailing wage rates are also available for viewing at the offi ce of the City Engineer, located at 525 North 3 rd, Pasco, Washington. Upon request, the City will ma i l a hard co py of the applicable prevailing wages for this project . Please forward your request i n writing to the address above, or by calling (509) 545 -3444 . PW RR-1 ,., ..... ...., Pasco ~.,,,_,,~ PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX (509) 543-5737 ~II P.O. Box 293 (525 North 3rd Avenue) Pasco, Washingt on 9930 1 / www.p asco-wa .gov ADDENDUM NO. 1 20th Avenue Overlay (Court St to 1-182) PROJECT NO. 19039 Contract No. CP5-ST-3R-19-01 June 04, 2019 Addendum No. 1 Acknowledgement Page This addendum includes: 2 -8 ½ x 11" Acknowledgement Pages 1 -8 ½ x 11 " Special Provisions 3 Total Sheets ************************************************************************************************** NOTICE is hereby given that this acknowledgement page must be signed and enclosed with the sealed bid for the 20th Avenue Overlay (Court St to 1-182). Project No. 19039, Contract No. CPS-ST-JR-19-01 as evidence that the bidder has familiarized themselves with all information incorporated herein. Do NOT include the entire contents of this Addendum in your bid submission. Only this signed acknowledgement page is required . Company Name ~y S~n rJ16 N,'$, Nam (Please Print) Title c._ t 2,.-- Signature p -------------'-- 20th Avenue Overlay (Court St to 1-1 82) Project No. 19039, Contract No. CPS-ST-3R-19 -01 Addendum No. 1 Page 1 PUBLIC WORK DEPARTMENT (509) 543-5738 / FAX {509) 543-5737 P.O. Box 293 (525 North 3'0 Avenue) Pasco, Washington 993 01 / www.p asco-wa.go v The Bid Opening Schedule remains unchanged. Submittals are due on: Wednesday June 12, 2019 at 11:00 AM. This addendum will be sent through Quest CON Only. 20th Avenue Overlay (Court St t o 1-1 82) Project No. 19039, Contract No . CP S-ST-3R -19-01 1_11i,~~ MJry ~erAmes,P Senior Civil Engineer Addendum No. 1 Page 2 BID PROPOSAL 20th Ave Overlay (Court St -1-182) PROJECT NO. CP5-ST-3R-19-01 HONORABLE MAYOR AND CITY COUNCIL City Hall Pasco, Washington 99301 Gentlemen: The undersigned declares that he has carefully examined the site at 20th Ave from Court St to l-182 And has carefully examined specifications, plans , laws, and ordinances covering Hot mix asphalt, planing, pedestrian ramp replacement, paving fabric, striping and other associ ated work. In accordance with the terms, provisions, and requirements of the foregoing , the following prices are tendered as an offer to furnish the equipment, materials , appurtenances and guarantees, where requ ired , and to perform the work in place and in good working order. SCHEDULE OF PRICES Unit prices for all items, all extensions, and total amount of bid must be shown. ALL ENTRIES SHALL BE IN INK OR TYPED TO VALIDATE BID. SP = Soecial Provision SS = Standard Soecification ITEM QUANTITY UNIT Pay Item DESCRIPTION 1 1 LS SP 1-09.7 Mobilization 2 1 LS SP 1-10.5(1) Project Temporary Traffic Control, min . bid $1 ,000.00 3 1 LS ss 2-11 .5 Trimming and Cleanup 4 1 LS SP 8-01 .5 SPCC Plan 5 1 LS SP-2-02.1 Removal of Structures and Obstraction 6 8 EA SP-8-01 .3(9)D Inlet Protecton 7 2770 SY ss 5--04 .5 Planing Bituminous Pavement 2" 8 978 SY SP 5-04 .5 Pavement Repair Excavation Incl. Haul 9 650 SY SP 5-04 .5 Paving Fabric 10 978 SY SP 4--04 .5 Crushed Surfacing Base Course (8 In. Depth) 11 978 SY SP 4-04.5 Crushed Surfacing Top Course (2 In. Depth) 12 1410 TON SP 5-04.5 HMA CL 1/2" PG 64-28 2" 13 167 TON SP 5-04.5 HMA CL 1/2" PG 64-28 3" 14 9 EA ss 7-05.5 Adjust Manhole 15 9 EA SP 7-12 .5 Adjust Water Valve Case 16 4 EA SP 8-13.5 Adjust Monument Case 17 54 SY SP-8-06.5 Cement Concrete Driveway Entrence 18 9 EA SP 8-14.5 Pedestrian Ramp Type Parallel A 19 100 LF ss 8-22.5 Removing Plastic stop Line 20 4306 LF ss 8-22.5 Plastic Line 4 In. 21 450 LF ss 8-22.5 Plastic Wide Line 8 In. 22 207 LF ss 8-22.5 Plastic Stop Line 23 656 SF ss 8-22.5 Plastic Crosswalk Line 24 17 EA ss 8-22.5 Plastic Traffic Arrow GRAND TOTAL P-1 Unit Price Total Price 20th Ave Overlay (Court St -1-182) PROJECT NO. CP5-ST-3R-19-01 The Proposal Form , Bid Bond, Noncollusion Declaration, Subcontract Disclosure and Acknowledgement of all Addenda shall be submitted as a complete integral bid package. The undersigned hereby agrees that the City Engineer for the City of Pasco shall determine the actual amount of quantities and materials to be paid under the Contract for which this Proposal is made and that all material furnished and all work performed shall be strictly in accordance with the plans and specifications. The undersigned agrees that if awarded the contract, he will commence work on the date indicated on the written Notice to proceed and that all work should be completed within *50* working davs. The undersigned further agrees to pay as liquidated damages, the sum of $500 (Five Hundred Dollars) for each consecutive calendar day thereafter as provided in the Standard Specifications. Accompanying this Proposal is a certified check , cashier's check , bid bond, cash or money order payable to the City of Pasco being an amount not less than 5% of the total bid based upon the estimate of quantities at the above prices according to the conditions of the Information for Bidders. If this proposal is accepted by the City of Pas co , and the undersigned shall fail to execute a satisfactory contract and bonds, as stated in the Instructions For Bidders hereto attached, within ten (10) calendar days from the date of notice of award, then the City may, at its option, determine that the undersigned has abandoned the contract and thereupon this proposal shall be null and vo id and the certified check, bid bond , cash or money order accompanying this proposal shall be forfeited to and become the property of the City of Pasco . Otherwise, the certified check, cashier's check, bid bond, cash or money order accompanying this proposal shall be returned to the undersigned. Receipt is hereby acknowledged of addendum(s) No.(s) ________ & ___ _ DATED AT ______ THIS ________ .DAY OF ___ _,2019 SIGNED: _______________ TITLE: _________________ _ PRINTED NAME: ___________________________ _ NAME OF COMPANY: _________________________ _ ADDRESS: _____________________________ _ TELEPHONE: ___________________________ _ STATE CONTRACTOR'S LICENSE NO.: ___________________ _ P-2 SUBCONTRACT DISCLOSURE All Subcontractors must be prequalified in accordance with Pasco Municipal Code 14.10, at the time of bid submittal. Prequalification forms may be obtained from the office of the City Engineer . Bidder acknowledges that work performed by a non- prequalified subcontractor will not be accepted by the City of Pasco . WE, the undersigned, intend to employ the following city pre-qualified subcontractors, in order to fully perform the work outlined in these specifications, as required by RCW 39.30.060. We intend to employ the firm(s) of: NAME ADDRESS List Item Number 1) (Electrical) 2) (Plumbing) 3) (HVAC) 4) 5) and represent and warrant that the work will be performed by said subcontractors in a good and workmanlike manner and under our direct supervision. We further represent and warrant that the work to be performed by them constitutes approximately ___ percent of the total dollar value of said contract. Description of work to be performed by Prime Contractor: FIRM: NAME: ADDRESS : TELEPHONE : EMAIL: SD 1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, ________ _ as Principal, and ------------------------------ --------------as Surety, are hereby held and firmly bound unto the City of Pasco as OWNER in the penal sum of ___________________ for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, successors and assigns. Signed, this ____________ day of _________ ~ 2019. The conditions of the above obligation is such that whereas the Principal has submitted to the City of Pasco a certain BID, attached hereto and hereby made a part hereof to enter into a contract in writing, for the NOW THEREFORE, (a) If said BID shall be rejected, or (b) If said BID shall be accepted and the principal shall execute and deliver a contract in the Form of Contract attached hereto (properly completed in accordance with said BID) and shall furnish a BOND for his faithful performance of said contract, and for the payment of all persons performing work or furnishing materials in connections therewith, and shall in all other respects perform the agreement created by the acceptance of said BID. Then, this obligation shall be void, otherwise the same shall remain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no eve nt, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its BOND shall be in no way impaired or affected by any extens ions of the time within which the OWNER may accept such BID; and said Surety does hereby waive notice of any such extension. IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal Surety By: ----------- IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current li st (Circular 570 as amended) and be authorized to transact business in the State of Washington. BB1 - ,..., NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: I. That the undersigned person(s), finn association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this Declaration. NCI .... ... ,.., PREVAILING WAGE RATE REFERENCE The State of Washington prevailing wage rates applicable for this public works project, which is located in Franklin County, may be found at the following website address of the Department of Labor & Industries: https ://fortress. wa .gov /I ni/wa geloo kup/prvwagelookup .aspx Based on the bid sub m ittal deadline for this project, the applicable effective date for prevailing wages for this project is July 1, 2019 {30 days after last publication date of May 31, 2019). A copy of the applicable prevailing wage rates are also ava ilable for viewing at the office of the City Engi neer, located at 525 North 3 rd , Pasco, Washington. Upon request, the City will mail a hard copy of the applicable prevailing w ages for this project. Please forward your request i n writing to the address above, or by calling {509) 545-3444. PWRR -1 r. n Contract Performance Bond CONTRACT t .. • - . . ""I ...... ,._, • • , \ . • • • :-- . ... . " ,.. a:; 11 I . # • •• ... .,,,c . " . . f f { r ,. , .... .... ... --. • ,:--:1- A. )1(.: . j . . . . . ) ' CONTRACT . ' 20th Ave Overlay (Court St -1-182) Project No. CP5-ST-3R-19-01 STATE OF WASHINGTON ) .. .. ..... - ) ss • " COUNTY OF FRANKLIN ) . . . . "- This a eement and contract made and entered 2019 by nd heremaft called the City and hereinafter called the Contractor. .. -.. • I • l WITNESS ETH: . -..-: -,.., ... "'" . • this w~ day of ..:: .. ' . --I • . .J { .. That whereas , the City has caused to be prepared certain plans and specifications for ;~vements ;n and for lhe Cdy of Pasco and the Contractor d;d on the /211-day of ~ , 2019 file with the Office of the City Clerk of the City of Pasco, Washington, a~op~ furnish all equipment, labor, materials and appurtenances and to pay for the same, and agreed to accept for and in full consideration of the sums fully stated and set forth in said Proposal as full compensation for the completed work. WHEREAS, the said plans, specifications and proposal fully and accurately described the terms and conditions upon which the contractor proposes to furnish said equipment, labor, tools, materials and appurtenances and perform work, together with the manner and time of furnishing the same. It is therefore agreed, first that ~y of said specifications, plans and proposal, filed as aforesaid on the /.?1J.. day of 1AP ., , 2019 be attached hereto and the same are hereby made the items and conditiolis" of this agreement by and between the City and Contractor in all matters and things therein set forth and described; and further that the City and the Contractor accept and agree to the terms and conditions of said plans, specifications and proposal as filed as completely as if said terms and conditions and plans are herein set out in full. . -r V • ,. ,. .. . .. . -·-= ' . ~::~'-; ! \ JJ~ '-· = " ~;. ... --~ ..... . ·.·'-· ~ . .. :· . .,,, ,. \ "I" . ..: ,. . ... ,. . .., ,-, ,.., ,... PERFORMANCE BOND BOND TO THE CfTY OF PAS CO KNOW ALL MEN BY THESE PRESENTS: That we, the unders igned, Central Washington Asphalt, Inc. Bond No. 023211245 as principal, and Liberty Mutual Insurance Company 'Massachusetts a corporation organized and existing under the laws of the State of~~~/ll'JX"as a surety corporation, and qualified under the laws of the State of Washington to become surety' upon bonds of contractors with Municipal Corporations, as surety, are jointly and severally held and firmly bound to the City of Pasco i n the penal sum of Three Hund redE,gruy-s,xThous•ndfoeHunoredEghty-seven&SS/100 (3865876Sfor the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives as the case may be. This obligation is entered into a pursuance o f the statutes of the State of Washington, and ordinances of the City of P asco. D ated at Seattle , Washington, this __ 9_th __ day of_J_ul.a..y ___ __, 2019. Nevertheless, the conditions of the above obligation are such that: WHEREAS , pursuant to action taken by the City Council of the City on ______ , 2019, the Mayor and City Clerk of the City of Pasco have iet or are about to let to the said -------------, the above bounden principal, a certain contract, the same con tract being numbered CPS-ST-3R-19-01 and providing for 20th Ave Overlay (Court St -I- 182) (which contract 1s referred to herein and is made a part hereof as though attached hereto.) WHEREAS, the said principal has accepted, or is about to accept the said contract, and undertake to perform the work wherein provided for in the manner and within the time set forth. NOW, THEREFORE, i f the said Central Washington Asphalt, In c. . shall fa ithfully perform all of the provisions of sa id contract in the manner and within the time therein set forth, or within such extensions of the time as may be granted under the contract, and shall pay all laborers, mechanics, subcontractors, and material men, and all persons who shall supply sa id principal or subcontractors with provisions and supplies for the carrying on of sai d work, and shall indemnify and hold said City of Pasco harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance of said work, and s hall indemnify and h ol d the City of Pasco harmless from any damage or expense by reason or failure of performance as specified in said contract o r from defects appearing o r developing in the material or workmanship provided or performed under s aid contract within a period of one year after its acceptance thereof by the City of Pasco, then and in that event this obligations shall be void; but otherwise it shall be and remain in full force and effect. Approved as to Form: Liberty Mutual Insurance Company ag.;__ .. a. -\::.11 ~ ~ Surety Aliceon A. Keltne r, Attorney-in-Fact PB! .... ..., IJ) Q) Q) c ~Libertx \P Mutual. SURETY This Power of Attorn ey limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insura nce Company West American Insurance Compa ny POWER OF ATTORNEY Certificate No: 8200930-023049 KNOWN ALL PERSONS BY TH ESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (h erein collectively called the "Companies "), pursuant to and by authority herein set forth , does hereby name. constitute and appoint. _~_lo_ll_1 __ Albers, Heather L Allen. James B Binder, Brandon K Bush. Carley Espiritu. Jacob T Haddock. Diane M I larding. 13rent I::. I lcilesen, K} le Joseph Ho\\at. Cynthia L Jay, Aliceon A K eltner . Christopher Kinyon . Michael S Manslicld , Jamie L. Marques. Erica E. Mosle y. Annelies M Richie . Sara Sophie Sellin. Donald Percell Shanklm, Jr . Karen C S\\anson. M isu M Webb. Enc A Zimmerman all of the city of Tacoma state of Washington each individually if there be more than one named. its true and lawful attorney -in-fact to make. execute. seal. acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons . IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed th ereto this I 7th day of A pn I , 20 19 Liberty Mutual Insurance Company The Oh io Casualty Insurance Company West American Insurance Company .,M~ David M. Carey , Assistan t Secretary ro -0 IJ) IJ) (I) C "iii ::::, .0 --~ State of PENNSYLVANIA ·-ro ~ C -g ::::, County of MONTGOMERY ro ~~ C u a> On this 17th day of April , 20 19 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual In surance o o 2 Company, The Ohio Casualty Company. and West American Insurance Company . and that he, as such, being authorized so lo do, execute the foregoing instrument for the purposes = t, cu ~ therein contained by signing on behalf of the corporations by himself as a duly authorized officer. ~ LU =a>ro ~a,E _ ::::, IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal al King of Prussia, Pennsylvan ia, on the day and year first above written . c c~ o0 ro :(l COMMONWEALTH OF PENNSYLVANIA :::: c:" o ~ ~~~~~~~~~~~ ~~ -Q) .. Q Notanat Seal t1i" /) ._ ~ Teresa PasteUa, Notary Put>,ic t// 1 ~ _ • \ ~ O C o2 UpperMeroooTwp. MonJg<>meryCounty By :_,~~-------------------,<U roE c ~ My CommossK>n Expi,M Mateh 28, 2021 i'eresaPasteiia, Notary Public ~ ro Q) +J Member, Pennsytvan1a Assoclahon of Notanes Q. 0 ~:(l IJ)0 ~ 2 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual £ ~ o .£ Insurance Company, and West Amencan In surance Company which resolution s are now in full force and effect reading as follows: o a, E • ~a> ~ 2 ARTICLE IV-OFFICERS : Section 12. Power of Attorney. ~ ~ .E ~ Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President. and subJect to such limitation as the Chairman or the ;g ~ -o >-President may prescnbe, shall appomt such attorneys-m-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal. acknowledge and deliver as surety ~ o ro g any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact. subject to the limitations set forth in their respective powers of attorney. shall ~ ~ > a> have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation . When so executed, such -O? ~ ~ instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the ~ ~ provisions of this article may be revoked at any time by the Board , the Chairman, the President or by the officer or officers granting such power or authority. 'E O? 00 ARTICLE XIII -Execut ion of Contracts : Section 5. Surety Bonds and Undertakings . u <D Any officer of the Com pa ny authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe , {=. .,!. sh all app oint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute . seal, acknowledge and deliver as surety any and all undertakings, bonds , recognizan ces and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their respective powers of attorney . shall have full power to bind the Comp any by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Des ignation -The President of the Company , acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make. execute, seal, acknowledge and deliver as surety any and all undertakings. bonds. recognizances and other surety obligations . Authorization -By unan imous consent of th e Company's Board of Directors, th e Company consents that facsimile or mechanically reproduced signature of any ass istant secretary of the Company. wherever appearin g upon a certified copy of any power of attorney issued by the Company in connection with surety bonds , shall be va lid and binding upon the Company with the same force and effect as though manually affixed . I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West America n In surance Company do hereby certify that the original power of attorney of which the foregoing is a full . true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 9th day of Jul y , 2019 . LMS-12873 LMIC OCIC WAIC Mui~ Co_(l62018 /7:f.u,- sy: =-~~--.c-.,.,....-,,----:__,...,.....,-,,--.,..-------- Renee C. Llewellyn , Assistan t Secretary -· Client#· 148076 CENTWASH31 r ACORD™ CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDDIYYYY) 7/09/2019 THIS CERTIFI CATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provis ions or be endorsed . If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME'.'~' Joy Arakaki Propel I nsurance rtgNJo, ExU: 800 499-0933 HAie, No): 866 577-1326 Seattle Commercial Insurance i~J~ss, joy.arakaki@propelinsurance.com 601 Union St, Suite 3400 INSURER(S) AFFORDING COVERAGE NAIC# Seattle, WA 98101 INSURER A : Zurich American Insurance Company 16535 INSURED INSURER a : American Guarantee a n d Liability Ins.Co 26247 Central Washington Asphalt, Inc. INSURER C: PO Box 939 Moses Lake, WA 98837 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LIS TED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED . NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN , THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITI ONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS . INSR TYPE OF INSURANCE ADDL SUB~ POLICY EFF 11&l11B%~ LIMITS LTR INSR WVD POLICY NUMBER (MM/00/YYYYJ A X COMMERCIAL GENERAL LIAB ILITY GLA039838102 12/31/2018 03/31 /202C EACH OCCURRENCE s 1.000.000 ~ D CLAIMS-MADE [!] OCCUR ~~~~1%iJ?E~~P.nceJ $1000000 X PD Oed: $5,000 MED EXP (Any one person) s 10 000 t--PERSONAL & ADV INJUR Y $1 ,000,000 GEN'L AGGREGATE LIMIT APPLIES PER· GENERAL AGGREGATE s 2 ,000,000 Fl [!] PRO-D Loc PRODUCTS -COMP/OP AGG $2 ,000,000 POLICY JECT OTHER : $ A AUTOMOBILE LIABILITY GLA039838102 12/31 /2018 03/31/2020 COMBINED SINGLE LIMIT $2 ,000,000 /Ea accidentl ~ X ANYAUTO BODILY INJURY (Per person) $ ,__ O'M-lED -SCHEDULED PD Ded: $10,000 AUTOS ONLY AUTOS BODI LY INJUR Y (Per accident) s HIRED 1--NON-O'MIED PROPERTY DAMAGE X AUTOS ONLY X AUTOS ONLY iPer accide nt} $ 1--·-$ B ~ UMBRELLA LIAB ~ OCCUR AUC039848402 12/31/2018 03/31/202( EACH OCCURRENCE s1000000 EXCESS LIAB CLAIMS-MADE AGGREGATE s1000000 OED I I RETENTION $ $ A WORKERS COMPENSATION GLA039838102 11 2131 /2018 03/31 /202( m~TUTE J X l ~~H-AND EMPLOYERS' LIABILITY y I N ANY PROPRIETOR/PARTNER/EXECUTI VE~ (WA Stop Gap) E.L EACH ACCIDENT $1000000 OFFICER/MEMBER EXCLUDED? N N I A (Mandatory in NH) E L DISEASE -EA EMPLOYEE $1 000,000 ~l;';;iftfi~ 'c;'?'6PERATIONS below E L DISEASE -POLIC Y LI MIT s 1 ,000 000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101 , Additional Remarks Schedule, may be attache d if more space is required) The General Liability, Auto Liability and Umbrella Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contr act between the named insured and the certificate holder that requires such status. RE: Project #CPS-ST .JR-19-01 / 20th Avenue Overlays (Court St to 1-182). The City of Pasco is additional insured per the attached endorsement. CERTIFICATE HOLDER CANCELLATION City of Pasco SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF , NOTICE WILL BE DELIVERED IN P.O. Box 293 ACCORDANCE WITH THE POLICY PROVISIONS. Pasco, WA 99301 AUTHORIZED REPRESENTATIVE I ~~ ::;..., © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 1 #S3712080/M3556237 The ACORD na me and logo are registered marks of ACORD JYAOO r · ,..., ....., -, Additional Insured -Automatic -Owners, Lessees Or Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Pol icy No. GLA039838102 I Effective Da te: 12/31/2018 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A . Section II -Who Is An Insured is amended to include as an add itional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you , but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following : 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b . The ISO CG 20 37 (10/01 edition ), such person or organization is then an add itional insured with respect to such endorsement(s), but on ly to the extent that "bodily injury", "p roperty damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations. with respect to Paragraph 1.a. above: or (2) "Your work", w ith respect to Paragraph 1.b. above. wh ich is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only appl ies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage'' caused by "your work" and included within the "products-completed operations hazard" unless the written cont ract or written agreement specifically requires that you provide such coverage to such additional insured. Solely with respect to this Paragraph (b), if the written contract or written agreement provides a m inimum time period for providing such coverage , and such m inimum time period ends prior to the end of the policy period, this insurance shall not apply to "bodily injury", "property damage" or a "personal and advertising injury" offense which occurs during the policy period and after the end of that m in imum time period. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an add itional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition). Includes copyrighted material of Insura nce SeNices Offi ce, Inc .. with ils pennission. U-GL-111 4 Page 1 of 4 ,.., . ...., ,..., ,..., ...., such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising i njury" is caused , in whole or in part, by : (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of: (a) Your ongoing operations , with respect to Paragraph 2.a. above; or (b) "Your work" and included in the "products-completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to th is Paragraph 2., insurance afforded to such add itional insured: (i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products-completed operations hazard" unless the written contract or written agreement specifically requ ires that you provide such coverage to such additional insured . Solely with respect to this Paragraph (ii), if the written contract or written agreement provides a minimum time period for providing such coverage, and such minimum time pe riod ends prior to the end of the policy period , th is insurance shall not apply to "bodily injury", "property damage" or a "personal and advertis ing injury" offense which occurs during the policy period and after the end of that minimum time period. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured : a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured : a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products-completed operations hazard" (if no form is specified), Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-OL-111 4 Page 2 of4 such person or organization is then an additional insured only to the extent that "bod ily injury" or "property damage" is caused , in whole or in part by "your work" and included in the "products-completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured : (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or w ritten agreement to prov ide for such additional insured ; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requ ires that you provide such coverage to such additional insured. Solely with respect to this Paragraph (4), if the written contract or written agreement provides a minimum time period for providing such coverage , and such minimum t ime period ends prior to the end of the policy period , this insurance shall not apply to "bodily injury" or "property damage" which occurs during the pol icy period and after the end of that minimum lime period. B. Solely with respect to the insurance afforded to any additional insured referenced in Sect ion A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bod ily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including : 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions , reports. surveys , field orders, change orders or drawings and specifications ; or 2. Supervisory, inspection, architectural or engineering activities . This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision , hiring , employment, training or monitoring of others by that insured , if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement. the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV -Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an "occurrence" or offense that may result in a cla im; (2) We receive written notice of a claim or "suit" as soon as practicable ; and (3) A request for defense and indemnity of the claim or "su it" will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non -contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV -Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. T he additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that th is insurance be primary and not seek contribution from any other insurance available to the additional insured . lndudes copyrighted material of Insuran ce Services Office, Inc .• with its permission. U-Gl-11 14 Page 3 of 4 ..... ,.., ..., ,... ,... ..... 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV - Commercial General liability Conditions : This insurance is excess over: Any of the other insurance , whether primary, excess, contingent or on any other basis, ava il able to an additional insured , i n which the additiona l insured on our policy is also covered as an additional insured on another policy provid ing coverage for the same "occurrence", offense, cla im or "suit". This provision does not apply to any policy in wh ich the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis . E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds , and which endorsement applies specifically to that identified additional insured . F. Solely with respect to the insurance afforded to an additional insured under this endorsement , the following is added to Section Ill -Limits Of Insurance: Additional Insured -Automatic -Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: 1. Requ ired by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Lim its of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms. conditions , provisions and exclusions of this policy remain the same . Includes copyrighted material of Insurance Services Office, Inc .. with its permission. U -GL-1 114 Page 4 of 4 ...., . ,..., ,..., POLICY NUMBER: GLA0398381 02 COMMERCIAL GENERAL LIABILITY CG 25 03 05 09 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED CONSTRUCTION PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance pr ovided under the following : COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Construction Project(s): A GENERAL AGGREGATE LIMIT APPL I ES TO EACH CONSTRUC TION PROJECT WHERE THE NAMED INSURED IS PERFORM ING OPERAT IONS HOWEVER , A GENERAL AGGREGATE LIMIT DOES NOT APPLY TO ANY CONSTRUCTION PROJECT WHERE THE NAMED INSURED IS PERFORMING OPERATIONS THAT .n..RE INSURED UNDE R A WRAP UP OR ANY OTHER CONSOLIDATED OR SIMILAR INSURANCE PROGRAM. lnfonnation reouired lo comolete this Sched ule if n ot shown above w ill be shown in the Declarations. A. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I -Coverage A and for all medical expen ses caused by accid ents under Section I -Coverage C, which can be attributed only to ongoing operations at a single designated construction project shown in the Schedule above: 1. A separate Des ignated Constru cti on Project Gene ral Aggregate Limit applies to each designated construction projec~ and that limit is eQual to the clllount of the General Aggregate Limit shown in the Declaratio ns. 2. The Designated Construction Project General Aggregate Limi t is the most we will pay for the sum of all damages under Cover ag e A, except damages because of "b od ily injury" or "property damage'' Included in the "products- completed operations hazard", an d for medical expenses under Coverage C regardless of the number of: a. Insureds: b. Cla ims made or "suits'' brought; or c. Persons or organiz ations making claims or bringing ·suits". 3. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Designated Construction Project General Aggregate Limit for that designated construction project. Such payments shall not reduce the General Aggregate Limit shown in the Dec larations nor s hall they reduce any other Des ignated Construction Project General Aggregate Limit for any other designated construction project shown in the Schedule above. 4. The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the Genera l Agg regate Limit shown in the Declarations, such lim its will be subject to the applicable Designated Construction Projec t General Aggregate Limit. CG 2503 05 09 © Insuran ce Services Office, In c., 2008 Page 1 of2 0 -. - ,.... ,.... GLA039838101 B. For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" u oder Section I -Coverage A, and for all medical expenses caused by accidents under Section I -Coverage C, which cannot be attributed only lo ongoing operations at a single designated construction project shown i n the Schedule above; 1. Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-<:ompleted Operations Aggregate llmit , whichever is appl icable: and 2. Such payments shall not reduce any Designated Construction Project General Aggregate limit C. When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bod ily injury" or "property damage" Included In the "products-<:ompleted operations hazard" will reduce the Products-completed Operations Aggregate limit, and not reduce the General Aggregate limit nor the Designated Construction Project General Aggregate Limit. 0. If the applicab le designated construction project has been abandoned, delayed, or abandoned and then restarted, or If the authorized contracting parties deviate from plans, blueprints. designs, specifications or timetables, the project wal still be deemed to be the same construction project. E. The provisions of Section Ill -limits Of Insurance not otherwise modified by !his endorsement shall continue to app ly as stipulated. Page 2 of 2 © Insurance Services Office , Inc., 2008 CG 25 03 05 09 • .... ~ Waiver Of Subrogation (Blanket) Endorsement ZURICH l'oltcy N,) [ff Date o l' Po l bp Oat< of Pol E('f Dale o f End Producer Add 'I Prem Return Prem GLA039838102 12/31/2018 Propel Insurance $ $ THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the : Commercial General Liability Coverage Part T he following is added to the Transfer Of Rights Of Recover y Against Others To Us Condition : If you a re required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from oth- ers, we agree to waive our rights of recovery. This waiver of rights shall not b e construed to be a waiver with respect to a ny other o peratio ns in which the insured has no contractual inte rest. U-G L-925-B CW ( 12/0 I ) Page I of I -. ,.., ,..., ..., g Coverage Extension Endorsement ZURICH Policy No Eff. Date of Pol Exp Date or Pol . Eff Date or End . Producer No Ad d'I Prem Return Prem. GLA039838 102 1 2/31/201 8 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A . Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section 11-Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don 't own. hire or borrow for acts performed within the scope of employment by you . Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name , with you r permission , whi le performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own. h ire or borrow to transport your clients or other persons in activities necessary to your bus iness . c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1 .b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where requ ired by written contract or written ag reement with you executed prior to any "accident", including those person(s) or organization (s) directing your work pursuant to such wr itten c ontract or written agreement with you , p rovided the "accident" arises out of operations go verned by such contract o r agreement and only up to the limits required in the written contract or written agreeme nt , or the limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance -Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organ ization(s ), where required by written contract or writte n agreement with you executed prior to any "accident", will apply on a primary and non-contributory bas is and any insurance maintained by the additional "insured" will apply on an excess basis . However, in no event will th is coverage extend beyond the terms and conditions of the Coverage Form . 8. Amendment -Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provis ion in Section II -Covered Autos Liability Coverage are replaced by the following : (2) Up to $5,000 for the cost of ba il bonds (including bonds for related t raffic law violat ions) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, includ in g actual Joss of earnings up to SS00 a day because of time off f rom work. Incl udes cop yrighted material of Ins urance Services Office. Inc . with its permission U·CA--4 2 4 -F CW (04 -14) Page 1 of 6 ,.... .., C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II -Covered Autos Liability Cov erage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II -Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" partic ipating in a driv er safety program event , such as, but not limited to , auto or truck rodeos and other auto or truck agility demonstrations . 2. The following is added to Paragraph 2. in the Exclusions of Section Ill -Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2 .b. in the Exclusions of Section IV -Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" partic ipati ng in a driver safety program event, such as , but not limited to, auto or truck rodeos and other auto or tru ck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provisio n of the Physical Damage Coverage Sectio n: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we w ill pay an y unpaid amount due on the lease or loan for a covered "auto", less: a. Any amou nt paid under the Physical Damage Coverage Secti on of the Coverage Form ; and b . Any: (1) Overdue lease or loan pa yments at the time of t he "loss"; (2) Financial penalties imposed under a lease for excessive use , abnormal wea r and tear or high mi leage; (3) Security depos its not returned by the lessor; (4) Costs for extended warranties , credit l ife insu r ance, hea lth, accident or disability insurance pur chased with the loan or lease; and (5) Carry-ove r balances from previous leases or loans. F. Towing and Labor Paragraph A .2 . of the Physical Damage Coverage Sectio n is replaced by t he fo llow ing : We will pay up to $75 for towing and labor costs incurred each t ime a covered "auto" of the private passenger type is d isabled . However, the labor must be perform ed at the place of disablement. G . Extended Glass Coverage The following is added to Paragraph A .3.a. of the Physical Damage Coverage Section: If glass must be replaced. t he deductible shown in the Declarations will apply. However, if glass can be repaired a nd is actually repa ired rather than r eplaced. t he deducti ble w ill be waived . You have t he optio n of having th e glass repaired rather than replaced. H. Hired Auto Physical Damage -Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Sect ion is rep laced by t he following : Loss Of Use Expenses For Hired A uto Physical Damage, we will pay expenses for whic h an "insure d" becomes legally respo nsible to pay for loss of use of a vehicle rented or hired without a dri ver under a written rental cont ract or written renta l agreement. We will pay for loss of use expenses if caused by: Includes copyrighted material of Insurance Services Office, Inc .• with its per mis si on. U -CA-4 24 -F CW (04-14) Page 2 of 6 , , (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collis ion only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage P rovision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured": and (2) In or on a covered "auto". b . Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace ; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage . However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts , bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold , silver , platinum , or other precious alloys or metals; furs or fur garments; jewelry, watches , precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records , discs or other similar devices used with audio, visual or data electronic equipment . Any coverage provided by t his Provision is excess over any other insurance coverage available for the same "loss ". J . Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section Ill -Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.2.c. of Section IV -Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes , records , discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes , records , discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the t ime of "loss". The most we will pay for such "loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such "loss". lndudes copyrighted material of Insurance Sef\lices Office. Inc .. with its permission U-CA-424-F CW (04-14) Page 3 of 6 .... K. Airbag Coverage The Exclusion in Paragraph B.3.a. of Section Ill -Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph B.4.a. of Section IV -Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form iss ued to you by us , the following applies for each covered "auto" on a per vehicle basis : 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deducti ble, it will be waived ; or 2. If the deductible on this policy or Coverage Form is not the smaller (or sma ll est) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage -Comprehensive Coverage -Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen , the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations , whichever is greater. N. Temporary Substitute Autos -Physical Damage 1. The following is added to Section I -Covered Autos : Temporary Substitute Autos -Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the perm iss ion of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown ; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provis io n of the Physical Damage Coverage Section : Temporary Substitute Autos -Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner , we will obtai n the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. 0. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim , "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "su it" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The fai lure of any Includes copyrighted material of Insurance Services Office. Inc .. with its permission. U-CA-424 -F CW (04-14) Page4 of6 agent, servant or employee of the "insured" to notify us of any "accident ", claim, "suit" or "loss " shal l not invalidate the insura nce afforded by th is policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is broug ht, written notice of the claim or "suit" incl uding, but not l imited to, the date and detai ls of such claim or "suit"; (2) The "insured's" name and address; and (3) To the extent possible. the names and addresses of any injured persons and wit nesses . If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us , your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to th e Transfer Of Rights Of Recovery Aga i nst Others To Us Condition : This Cond ition does not apply to the extent requi red of you by a written contract, executed prior to any "accide nt" or "loss", provided that the "accident" or "loss" arises out of oper ati ons contemplated by such contra ct. Th is waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos -Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of t he Other Insurance -Primary and Excess Insurance Provisions Cond ition in the Moto r Carrier Coverage Form are replace d by the following: For Hired Auto Physical Damage Coverage , the follow ing are deemed to be covered "autos" you own : (1) Any covered "auto" you lease, hire , rent o r borrow; and (2) A ny covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed offic ial with your permission w hi le be ing operated with in the cou rse and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligat ions to you . However. any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentiona lly: (1) Fail to disclose any hazards exi sting at the inception date of this Coverage Form; or (2) Make an error, omission , improper description of "autos" or other misstatement of in formation . You must notify us as soon as possib le after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto -World Wide Coverage Paragraph 7a.(S) of the Policy Period , Coverage Territory Condit ion is rep laced by the following : (5) Anywhere in the world if a covered "auto" is leased, hi red, rented or borrowed for a period of 60 days or less , T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following : "Bodily injury" means bodily injury, sickness or disease, susta ined by a person including death or mental anguish , resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. Includes copyrighted mater ia l of Insu rance SeN ic es Office. Inc .. with its perm ission. U-CA-424-F CW (04-1 4) Page 5 of6 U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph 8. Exclusions under Section II -Covered Auto Liability Coverage is replaced by the following : Expected Or Intended Injury "Bodily injury" or "property damage" expected o r intended from the standpoi nt of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting f rom the use of reasonable force to protect persons or property. V. Physical Damage -Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section Ill -Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1 ,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We w ill pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending , regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybri d "auto" or "auto" powered by an a lternative fuel source of the private passenger type, we w ill pay an additional 10% of the cost of the replacement "auto", excluding tax, t itle, l icense, other fees and any aflermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source w ithin 60 calendar days of t he payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propuls ion power must be electric , hydrogen, propane, solar or natural gas, either compressed or liquefied . To qualify as an "auto" powered by an alternative fuel source , the "auto" must be powered by a source of propulsion power other t han a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automoblle The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section : If a covered "auto" is stolen and recovered, we w ill pay the cost of transport to return the "auto ' t o you. We w ill pay only for those covered "autos" for which you carry e ither Comprehensive or Specified Causes of Loss Coverage . All other terms , conditions , provisions and exclusions of this policy remai n the same. Includ es copyright ed material of Insura nce Services Office. Inc .. with its permissi on . U ·CA-424-F CW (04-14) Page 6 of 6 n SPECIAL PROVISIONS City of Pasco Special Provisions - 1 CITY OF PASCO 2 20TH AVE. OVERLAY (Court -1-182) 3 PROJECT NO. #CP5-ST-3R-19-01 4 INTRODUCTION TO THE SPECIAL PROVISIONS 5 6 (August 14, 2013 APWA GSP) 7 8 The work on this project shall be accomplished in accordance with the Standard 9 Specifications for Road, Bridge and Municipal Constructio n , 2018 edition , as issued by the 1 O Washington State Department of Transportation (WSDOT) and the American Public Works 11 Association (APWA), Washington State Chapter (hereafter "Standard Specifications "). The 12 Standard Specifications, as modified or supplemented by the Amendments to the Standard 13 Specifications and these Special Provisions, all of which are made a part of the Contract 14 Documents, shall govern all of the Work. 15 16 These Spec ial Provisions are made up of both Genera l Special Provisions (GSPs) from 17 various sources, which may have project-specific fill-ins; and project-specific Special 18 Provisions. Each Provis ion either supplements, modifies, or replaces the comparable 19 Standard Specification , or is a new Provision. The deletion , amendment, alteration, or 20 addition to any subsection or portion of the Standard Specifications is meant to pertain only to 21 that particular portion of the section, and in no way should it be interpreted that the balance 22 of the section does not apply. 23 24 The project-specific Special Provisions are not labeled as such. The GSPs are labeled under 25 the headers of each GSP, with the effective date of the GSP and its source. For example: 26 27 (March 8, 2013 APWA GSP) 28 (April 1, 2013 WSDO T GSP) 29 (May 1, 2013 COP GSP) 30 31 Also incorporated into the Contract Documents by reference are : 32 • Manual on Uniform Traffic Control Devices for Streets and Highways , currently 33 adopted edition , with Washington State modifications, if any 34 • Standard Plans for Road, Bridge and Municipal Construction , WSDOT/APWA , current 35 edition 36 • City of Pasco Standard Plans and Materials list 37 • City of Pasco amendment to the standard Specification 38 39 Contractor shall obtain copies of these publications, at Contractor's own expense. 40 41 42 43 44 45 46 47 48 49 50 51 52 53 CIT Y O F PASCO PROJ ECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) S P 1 16 1 1 DESCRIPTION OF WORK 2 (March 13, 1995 WSDOT GSP) 3 4 This contract Provides for the improvement of *** 20th Ave with installation of approximately 5 1577 ton of HMA (Overlay), 2270 square yards of planing, removal and replacement of 6 adjacent pedestrian ramps , remove and replacement of cement concrete driveway entrance, 7 road way excavation , replacement of crushed surfacing base and top course, and pavement 8 marking *** and other work, all in accordance with the attached contract plans, these contract 9 provisions, and the standard specifications. 10 11 12 1-01.3 Definitions 13 (January 4, 2016APWA GSP) 14 15 Delete the heading Completion Dates and the three paragraphs that follow it, and replace 16 them with the following: 17 18 Dates 19 Bid Opening Date 20 The date on which the Contracting Agency publicly opens and reads the Bids . 21 Award Date 22 The date of the formal decision of the Contracting Agency to accept the lowest 23 responsible and responsive Bidder for the Work. 24 Contract Execution Date 25 The date the Contracting Agency officially binds the Agency to the Contract. 26 Notice to Proceed Date 27 The date stated in the Notice to Proceed on which the Contract time begins. 28 Substantial Completion Date 29 The day the Engineer determines the Contracting Agency has full and unrestricted 30 use and benefit of the facilities, both from the operational and safety standpoint, any 31 remaining traffic disruptions will be rare and brief, and only minor incidental work, 32 replacement of temporary substitute facilities, plant establishment periods , or 33 correction or repair remains for the Physical Completion of the total Contract. 34 Physical Completion Date 35 The day all of the Work is physically completed on the project. All documentation 36 required by the Contract and required by law does not necessarily need to be 37 furnished by the Contractor by this date . 38 Completion Date 39 The day all the Work specified in the Contract is completed and all the obligations of 40 the Contractor under the contract are fulfilled by the Contractor. All documentation 41 required by the Contract and required by law must be furnished by the Contractor 42 before establishment of this date. 43 Final Acceptance Date 44 The date on which the Contracting Agency accepts the Work as complete. 45 46 Supplement this Section with the following: 47 48 All references in the Standard Specifications, Amendments, or WSDOT General Special 49 Provisions, to the terms "Department of Transportation ", "Washington State 50 Transportation Commission", "Commission", "Secretary of Transportation", "Secretary", 51 "Headquarters", and "State Treasurer" shall be revised to read "Contracting Agency". 52 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVE RLAY (COURT -1-182) s P 2 I 61 1 All references to the terms "State" or "state" shall be revised to read "Contracting Agency" 2 unless the reference is to an administrative agency of the State of Washington , a State 3 statute or regulation, or the co ntext reasonably ind icates otherwise. 4 5 All references to "State Materials Laboratory" shall be revised to read "Contracting 6 Agency designated location". 7 8 All references to "final contract voucher certification" shall be interpreted to mean the 9 Contracting Agency form(s) by which final payment is authorized , and final completion 10 and acceptance granted. 11 12 Additive 13 A supplemental un it of work or group of bid items, identified separately in the Bid 14 Proposal, which may, at the discretion of the Contracting Agency, be awarded in addition 15 to the base bid. 16 17 Alternate 18 One of two or more units of work or groups of bid items, identified separately in the Bid 19 Proposal , from which the Contracting Agency may make a choice between different 20 methods or material of construction for performing the same work . 21 22 Business Day 23 A business day is any day from Monday through Friday except holidays as listed in 24 Section 1-08.5. 25 26 Contract Bond 27 The definition in the Standard Specifications for "Contract Bond" applies to whatever 28 bond form(s) are required by the Contract Documents , which may be a combination of a 29 Payment Bond and a Performance Bond. 30 31 Contract Documents 32 See definition for "Contract". 33 34 Contract Time 35 The period of time established by the terms and conditions of the Contract within which 36 the Work must be physically completed. 37 38 Notice of Award 39 The written notice from the Contracting Agency to the successful Bidder signifying the 40 Contracting Agency's acceptance of the Bid Proposal. 41 42 Notice to Proceed 43 The written notice from the Contracting Agency or Engineer to the Contractor authorizing 44 and directing the Contractor to proceed with the Work and establishing the date on which 45 the Contract time begins. 46 47 Traffic 48 Both vehicular and non-vehicular traffic, such as pedestrians, bicyclists , wheelchairs , and 49 equestrian traffic. 50 51 CIT Y OF PASCO PROJE CT #CP5-ST-3R-1 9-01 20th AVE . OVERLAY (COURT -1-1 82) s P 3 I 61 1 1-02 BID PROCEDURES AND CONDITIONS 2 3 1-02.1 Prequalification of Bidders 4 5 Delete this section and replace it with the following: 6 7 1-02.1 Qualifications of Bidder 8 (January 24, 2011 APWA GSP) 9 10 Before award of a public works contract, a bidder must meet at least the minimum 11 qualifications of RCW 39.04 .350(1) to be considered a responsible bidder and qualified to be 12 awarded a public works project. 13 14 Add the following new section: 15 16 1-02.2 Plans and Specifications 17 (June 27, 2011 APWA GSP) 18 19 Delete this section and replace it with the following: 20 21 Information as to where Bid Documents can be obtained or reviewed can be found in the 22 Call for Bids (Advertisement for Bids) for the work. 23 24 After award of the contract, plans and specifications will be issued to the Contractor at no 25 cost as detailed below: 26 To Prime Contractor No. of Sets Basis of Distribution Reduced plans ( 11" x 17") 2 Furnished automatically upon award . Contract Provisions 2 Furnished automatically upon award . Large plans (e.g., 22" x 0 Furnished only upon 34") request. 27 28 Additional plans and Contract Provisions may be obtained by the Contractor from the 29 source stated in the Call for Bids, at the Contractor's own expense. 30 31 32 1-02.4(1) General 33 (August 15, 2016 APWA GSP Option B) 34 35 The first sentence of the last paragraph is revised to read: 36 37 Any prospective Bidder desiring an explanation or interpretation of the Bid 38 Documents, shall request the explanation or interpretation in writing by close of 39 business 3 business days preceding the bid opening to allow a written reply to reach 40 all prospective Bidders before the submission of their Bids. 41 CIT Y OF PASCO PROJECT #CP5-ST-3R-19-01 201h AVE. OVERLAY (COURT-I-182) s p 4 I 6 1 1 1-02.4(2) Subsurface Information 2 (March 8, 2013 APWA GSP) 3 The second sentence in the first paragraph is revised to read : 4 5 The Summary of Geotechn ical Conditions and the boring logs, if and when included as 6 an appendix to the Special Provisions , shall be considered as part of the Contract. 7 8 9 10 1-02.5 Proposal Forms 11 (July 31, 2017 APWA GSP) 12 13 Delete this section and replace it with the following : 14 15 The Proposal Form will identify the project and its location and describe the work . It will 16 also list estimated quantities, units of measurement, the items of work, and the materials 17 to be furnished at the unit bid prices . The bidder shall complete spaces on the proposal 18 form that call for, but are not limited to , unit prices ; extensions; summations ; the total bid 19 amount; signatures ; date; and, where applicable, retail sales taxes and acknowledgment 20 of addenda; the bidder's name, address , telephone number, and signature; the bidder's 21 UDBE/DBE/M/WBE commitment, if applicable ; a State of Washington Contractor's 22 Registration Number; and a Business License Number, if applicable. Bids shall be 23 completed by typing or shall be printed in ink by hand, preferably in black ink. The 24 required certifications are included as part of the Proposal Form . 25 26 The Contracting Agency reserves the right to arrange the proposal forms with alternates 27 and additives , if such be to the advantage of the Contracting Agency. The bidder shall bid 28 on all alternates and additives set forth in the Proposal Form unless otherwise specified . 29 30 31 1-02.6 Preparation of Proposal 32 (July 11 , 2018APWA GSP) 33 34 Supplement the second paragraph with the following : 35 4 . If a minimum bid amount has been established for any item, the unit or lump sum 36 price must equal or exceed the minimum amount stated. 37 5 . Any correction to a bid made by interlineation, alteration , or erasure, shall be 38 initialed by the signer of the bid . 39 40 Delete the last two paragraphs , and replace them with the following: 41 42 If no Subcontractor is listed , the Bidder acknowledges that it does not intend to use any 43 Subcontractor to perform those items of work. 44 45 The Bidder shall submit with their Bid a completed Contractor Certification Wage Law 46 Compliance form, provided by the Contracting Agency. Failure to return this certification 4 7 as part of the Bid Proposal package will make this Bid Non responsive and ineligible for 48 Aw ard . A Contractor Certification of Wage Law Compliance form is included in the 49 Proposal Forms. 50 51 The Bidder shall make no stipulation on the Bid Form, nor qualify the bid in any manner. 52 CIT Y OF PASCO PROJECT #C P5-ST-3R-1 9-01 20'h AVE . OVERLAY (COURT -1-182) s P s I 61 1 A bid by a corporation shall be executed in the corporate name, by the president or a vice 2 president (or other corporate officer accompanied by evidence of authority to sign). 3 4 A bid by a partnership shall be executed in the partnership name, and signed by a 5 partner. A copy of the partnership agreement shall be submitted with the Bid Form if any 6 UDBE requirements are to be satisfied through such an agreement. 7 8 A bid by a joint venture shall be executed in the joint venture name and signed by a 9 member of the joint venture. A copy of the joint venture agreement shall be submitted 10 with the Bid Form if any UDBE requirements are to be satisfied through such an 11 agreement. 12 13 14 15 1-02.7 Bid Deposit 16 (March 8, 2013 APWA GSP) 17 18 Supplement this section with the following: 19 20 Bid bonds shall contain the following: 21 1. Contracting Agency-assigned number for the project; 22 2 . Name of the project; 23 3. The Contracting Agency named as obligee; 24 4 . The amount of the bid bond stated either as a dollar figure or as a percentage which 25 represents five percent of the maximum bid amount that could be awarded; 26 5. Signature of the bidder's officer empowered to sign official statements. The signature 27 of the person authorized to submit the bid should agree with the signature on the 28 bond, and the title of the person must accompany the said signature; 29 6. The signature of the surety's officer empowered to sign the bond and the power of 30 attorney. 31 32 If so stated in the Contract Provisions, bidder must use the bond form included in the 33 Contract Provisions. 34 35 If so stated in the Contract Provisions, cash will not be accepted for a bid deposit. 36 37 38 1-02.9 Delivery of Proposal 39 (May 17, 2018 APWA GSP, Option A) 40 41 Delete this section and replace it with the following: 42 43 Each Proposal shall be submitted in a sealed envelope, with the Project Name and 44 Project Number as stated in the Call for Bids clearly marked on the outside of the 45 envelope, or as otherwise required in the Bid Documents, to ensure proper handling and 46 delivery. 47 48 To be considered responsive on a FHWA-funded project, the Bidder may be required to 49 submit the following items, as required by Section 1-02.6: 50 51 • UDBE Written Confirmation Document from each UDBE firm listed on the Bidder's 52 completed UDBE Utilization Certification (WSDOT 272-056U) CITY OF PASCO PROJECT #CP5-ST-3R-19-01 201• AVE. OVERLAY (COURT -1-182) s P 6 I 61 1 • Good Faith Effort (GFE) Documentation 2 3 These documents, if applicable, shall be received either with the Bid Proposal or as a 4 supplement to the Bid . These documents shall be received no later than 24 hours (not 5 including Saturdays, Sundays and Holidays) after the time for delivery of the Bid 6 Proposal. 7 8 If submitted after the Bid Proposal is due, the document(s) must be submitted in a sealed 9 envelope labeled the same as for the Proposal, with "Supplemental Information" added. 10 All other information required to be submitted with the Bid Proposal must be submitted 11 with the Bid Proposal itself, at the time stated in the Call for Bids . 12 13 The Contracting Agency will not open or consider any Bid Proposal that is received after 14 the time specified in the Call for Bids for receipt of Bid Proposals , or received in a location 15 other than that specified in the Call for Bids. The Contracting Agency will not open or 16 consider any "Supplemental Information" (UDBE confirmations, or GFE documentation) 17 that is received after the time specified above , or received in a location other than that 18 specified in the Call for Bids. 19 20 1-02.10 Withdrawing, Revising, or Supplementing Proposal 21 (July 23, 2015APWA GSP) 22 23 Delete this section, and replace it with the following: 24 25 After submitting a physical Bid Proposal to the Contracting Agency, the Bidder may 26 withdraw, revise , or supplement it if: 27 28 1. The Bidder submits a written request signed by an authorized person and 29 physically delivers it to the place designated for receipt of Bid Proposals , and 30 2. The Contracting Agency receives the request before the time set for receipt of 31 Bid Proposals , and 32 3. The revised or supplemented Bid Proposal (if any) is received by the 33 Contracting Agency before the time set for receipt of Bid Proposals. 34 35 If the Bidder's request to withdraw, revise, or supplement its Bid Proposal is received 36 before the time set for receipt of Bid Proposals, the Contracting Agency will return the 37 unopened Proposal package to the Bidder. The Bidder must then submit the revised or 38 supplemented package in its entirety. If the Bidder does not submit a revised or 39 supplemented package, then its bid shall be considered withdrawn. 40 41 Late revised or supplemented Bid Proposals or late withdrawal requests will be date 42 recorded by the Contracting Agency and returned unopened. Mailed , emailed , or faxed 43 requests to withdraw, revise, or supplement a Bid Proposal are not acceptable . 44 45 1-02.13 Irregular Proposals 46 (June 20, 2017 APWA GSP) 47 48 Delete this section and replace it with the following : 49 50 1. A Proposal will be considered irregular and will be reje cted if: 5 1 a. The Bidder is not prequalified when so required ; 52 b. The authorized Propo sal form furnished by the Contracting Agency is not used 53 or is altered; CITY OF PAS CO P RO JECT #CP5-ST-3R-19-01 20th AVE . OVERLAY (COURT -I-182) SP 7161 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 51 52 53 c . The completed Proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions; d . The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; e . A price per unit cannot be determined from the Bid Proposal ; f. The Proposal form is not properly executed; g . The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required in Section 1-02.6; h. The Bidder fails to submit or properly complete an Underutilized Disadvantaged Business Enterprise Certification, if applicable , as required in Section 1-02.6; i. The Bidder fails to submit written confirmation from each UDBE firm listed on the Bidder's completed UDBE Utilization Certification that they are in agreement with the bidder's UDBE participation commitment, if applicable, as required in Section 1-02.6, or if the written confirmation that is submitted fails to meet the requirements of the Special Provisions; The Bidder fails to submit UDBE Good Faith Effort documentation , if applicable , as required in Section 1-02.6, or if the documentation that is submitted fails to demonstrate that a Good Faith Effort to meet the Condition of Award was made; k . The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or I. More than one Proposal is submitted for the same project from a Bidder under the same or different names. 2 . A Proposal may be considered irregular and may be rejected if: a . The Proposal does not include a unit price for every Bid item ; b. Any of the unit prices are excessively unbalanc ed ( either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; c . Receipt of Addenda is not acknowledged; d. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance, both Bids may be rejected); or e . If Proposal form entries are not made in ink. 1-02.14 Disqualification of Bidders (May 17, 2018 APWA GSP, Option A) Delete this section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder responsibility criteria in RCW 39.04.350(1), as amended. The Contracting Agency will verify that the Bidder meets the mandatory bidder responsibil ity criteria in RCW 39.04.350(1). To assess bidder responsibility, the Contracting Agency reserves the right to request documentation as needed from the Bidder and third parties concerning the Bidder's compliance with the mandatory bidder responsibility criteria . C ITY OF PASCO PROJECT #CP5-ST-3R-19-01 20'h AVE. OVERLAY (COU RT -1-182) s P 8 I 61 r 1 If the Contracting Agency determines the B idder does not meet the mandatory bidder 2 responsibility criteria in RCW 39.04.350(1) and is therefore not a responsible Bidder, the 3 Contracting Agency shall notify the Bidder in writing , with the reasons for its 4 determination. If the Bidder disagrees with this determination, it may appeal the 5 determination within two (2) business days of the Contracting Agency's determination by 6 presenting its appeal and any additional information to the Contracting Agency. The 7 Contracting Agency will consider the appeal and any additional information before issuing 8 its final determination . If the final determination affirms that the Bidder is not responsible, 9 the Contracting Agency will not execute a contract with any other Bidder until at least two 10 business days after the Bidder determined to be not responsible has received the 11 Contracting Agency's final determination. 12 13 14 1-02.15 Pre Award Information 15 (August 14, 2013APWA GSP) 16 17 Rev ise this section to read : 18 19 Before awarding any contract, the Contracting Agency may require one or more of these 20 items or actions of the apparent lowest responsible bidder: 21 1. A complete statement of the origin, composition, and manufacture of any or all 22 materials to be used, 23 2 . Samples of these materials for quality and fitness tests , 24 3 . A progress schedule (in a form the Contracting Agency requires) showing the order of 25 and time required for the various phases of the work, 26 4 . A breakdown of costs assigned to any bid item, 27 5. Attendance at a conference with the Engineer or representatives of the Engineer, 28 6 . Obtain. and furnish a copy of. a business license to do business in the city or county 29 where the work is located . 30 7 . Any other information or action taken that is deemed necessary to ensure that the 31 bidder is the lowest responsible bidder. 32 33 34 35 AWARD AND EXECUTION OF CONTRACT 36 37 1-03.1 Consideration of Bids 38 (January 23, 2006 APWA GSP) 39 40 Revise the first paragraph to read: 41 42 After opening and reading proposals, the Contracting Agency will check them for correctness 43 of extensions of the prices per unit and the total price . If a discrepancy exists between the 44 price per unit and the extended amount of any bid item , the price per unit will control. If a 45 minimum bid amount has been established for any item and the bidder's unit or lump sum 46 price is less than the minimum specified amount, the Contracting Agency will unilaterally 47 revise the unit or lump sum price. to the minimum specified amount and recalculate the 48 extension. The total of extensions, corrected where necessary, including sales taxes where 49 applicable and such additives and/or alternates as selected by the Contracting Agencv, will 50 be used by the Contracting Agency for award purposes and to fix the Awarded Contract Price 51 amount and the amount of the contract bond 52 CITY O F PASCO PROJECT #CP5-ST-3R-1 9-0 1 20'" AVE. OVERLAY (COU RT -1-1 82) SP 9 j 6 1 1 1-03.1(1) Identical Bid Totals 2 (January 4, 2016APWA GSP) 3 4 Revise this section to read : 5 6 After opening Bids, if two or more lowest responsive Bid totals are exactly equal, then the 7 tie-breaker will be the Bidder with an equal lowest bid, that proposed to use the highest 8 percentage of recycled materials in the Project, per the form submitted with the Bid 9 Proposal. If those percentages are also exactly equal, then the tie-breaker will be 10 determined by drawing as follows: Two or more slips of paper will be marked as follows: 11 one marked "Winner" and the other(s) marked "unsuccessful". The slips will be folded to 12 make the marking unseen . The slips will be placed inside a bo x. One authorized 13 representative of each Bidder shall draw a slip from the box . Bidders shall draw in 14 alphabetic order by the name of the firm as registered with the Washington State 15 Department of Licensing . The slips shall be unfolded and the firm with the slip marked 16 "Winner" will be determined to be the successful Bidder and eligible for Award of the 17 Contract. Only those Bidders who submitted a Bid total that is exactly equal to the lowest 18 responsive Bid , and with a proposed recycled materials percentage that is exactly equal 19 to the highest proposed recycled materials amount, are eligible to draw. 20 21 1-03.3 Execution of Contract 22 (October 1, 2005 APWA GSP) 23 24 Revise this section to read: 25 26 Copies of the Contract Provisions, including the unsigned Form of Contract. will be 27 available for signature by the successful bidder on the first business day following award. 28 The number of copies to be executed by the Contractor will be determined by the 29 Contracting Agency. 30 31 Within .1.Q_calendar days after the award date , the successful bidder shall return the 32 signed Contracting Agency-prepared contract, an insurance certification as required by 33 Section 1-07.18, and a satisfactory bond as required by law and Section 1-03.4. Before 34 execution of the contract by the Contracting Agency, the successful bidder shall provide 35 any pre-award information the Contracting Agency may require under Section 1-02.15. 36 37 Until the Contracting Agency executes a contract, no proposal shall bind the Contracting 38 Agency nor shall any work begin within the project limits or within Contracting Agency- 39 furnished sites . The Contractor shall bear all risks for any work begun outside such areas 40 and for any materials ordered before the contract is executed by the Contracting Agency. 41 42 If the bidder experiences circumstances beyond their control that prevents return of the 43 contract documents within the calendar days after the award date stated above, the 44 Contracting Agency may grant up to a maximum of _§__additional calendar days for return 45 of the documents, provided the Contracting Agency deems the circumstances warrant it. 46 47 48 49 1-03.4 Contract Bond 50 (July 23, 2015APWA GSP) 51 52 Delete the first paragraph and replace it with the following: 53 CIT Y OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (C OU RT-I-182} s P 10 I 61 1 The successful bidder shall provide executed payment and performance bond(s) for the 2 full contract amount. The bond may be a combined payment and performance bond; or 3 be separate payment and performance bonds. In the case of separate payment and 4 performance bonds, each shall be for the full contract amount. The bond(s) shall: 5 1. Be on Contracting Agency-furnished form(s); 6 2. Be signed by an approved surety (or sureties) that: 7 a. Is registered with the Washington State Insurance Commissioner, and 8 b. Appears on the current Authorized Insurance List in the State of Washington 9 published by the Office of the Insurance Commissioner, 10 3. Guarantee that the Contractor will perform and comply with all obligations, duties, and 11 conditions under the Contract, including but not limited to the duty and obligation to 12 indemnify, defend, and protect the Contracting Agency against all losses and claims 13 related directly or indirectly from any failure: 14 a. Of the Contractor (or any of the employees, subcontractors, or lower tier 15 subcontractors of the Contractor) to faithfully perform and comply with all contract 16 obligations, conditions, and duties, or 17 b. Of the Contractor ( or the subcontractors or lower tier subcontractors of the 18 Contractor) to pay all laborers, mechanics, subcontractors, lower tier 19 subcontractors, material person, or any other person who provides supplies or 20 provisions for carrying out the work; 21 4. Be conditioned upon the payment of taxes, increases, and penalties incurred on the 22 project under titles 50, 51 , and 82 RCW; and 23 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign 24 the bond; and 25 6 . Be signed by an officer of the Contractor empowered to sign official statements (sole 26 proprietor or partner). If the Contractor is a corporation, the bond(s) must be signed 27 by the president or vice president, unless accompanied by written proof of the 28 authority of the individual signing the bond(s) to bind the corporation (i.e., corporate 29 resolution , power of attorney, or a letter to such effect signed by the president or vice 30 president). 31 32 33 1-03.7 Judicial Review 34 (November 30, 2018 APWA GSP) 35 36 Revise this section to read: 37 38 Any decision made by the Contracting Agency regarding the Award and execution of the 39 Contract or Bid rejection shall be conclusive subject to the scope of judicial review 40 permitted under Washington Law. Such review, if any, shall be timely filed in the Superior 41 Court of the county where the Contracting Agency headquarters is located, provided that 42 where an action is asserted against a county, RCW 36.01 .050 shall control venue and 43 jurisdiction. 44 45 46 47 48 49 50 51 52 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE. OVERLAY (COURT -1-182) SP11 I 61 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 1-4 SCOPE OF THE WORK 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications, and Addenda (March 13, 2012 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. Proposal Form, 3. Special Provisions, 4. Contract Plans, 5 . Amendments to the Standard Specifications, 6. Standard Specifications, 7 . Contracting Agency's Standard Plans or Details (if any), and 8. WSDOT Standard Plans for Road, Bridge, and Municipal Construction . CONTROL OF WORK 1-05.4 Conformity with and Deviations from Plans and Stakes Supplement this section with the following : Roadway and Utility Surveys (July 23, 2015APWA GSP, Option 1) The Engineer shall furnish to the Contractor one time only all principal lines, grades, and measurements the Engineer deems necessary for completion of the work. These shall generally consist of one initial set of: 1. Slope stakes for establishing grading; 2 . Curb grade stakes; 3. Centerline finish grade stakes for pavement sections wider than 25 feet; and 4. Offset points to establish line and grade for underground utilities such as water, sewers, and stonn drains. On alley construction projects with m i nor grade changes, the Engineer shall provide only offset hubs on one side of the alley to establish the alignment and grade. 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 unauthorized work within the time specified in a written notice from the Engineer, or fails to perform any part of the work required by the Contract Documents, the Engi neer may correct and remedy such work as may be CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20lh A VE . OVERLAY (COURT -1-182) S P 12 16 1 1 identified in the written notice, with Contracting Agency forces or by such other means as 2 the Contracting Agency may deem necessary. 3 4 If the Contractor fails to comply with a written order to remedy what the Engineer 5 determines to be an emergency situation, the Engineer may have the defective and 6 unauthorized work corrected immediately, have the rejected work removed and replaced , 7 or have work the Contractor refuses to perform completed by using Contracting Agency 8 or other forces. An emergency situation is any situation when, in the opinion of the 9 Engineer, a delay in its remedy could be potentially unsafe, or might cause serious risk of 10 loss or damage to the public. 11 12 Direct or indirect costs incurred by the Contracting Agency attributable to correcting and 13 remedying defective or unauthorized work, or work the Contractor failed or refused to 14 perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from 15 monies due, or to become due , the Contractor. Such direct and indirect costs shall 16 include in particular, but without limitation, compensation for additional professional 17 services required, and costs for repair and replacement of work of others destroyed or 18 damaged by correction, removal , or replacement of the Contractor's unauthorized work. 19 20 No adjustment in contract time or compensation will be allowed because of the delay in 21 the performance of the work attributable to the exercise of the Contracting Agency's 22 rights provided by this Section . 23 24 The rights exercised under the provisions of this section shall not diminish the 25 Contracting Agency's right to pursue any other avenue for additional remedy or damages 26 with respect to the Contractor's failure to perform the work as required. 27 28 shall be replaced with new material or equipment by and at the expense of the Contractor. 29 30 31 1-05.11 Final Inspection 32 33 Delete this section and replace it with the following: 34 35 1-05.11 Final Inspections and Operational Testing 36 (October 1, 2005 APWA GSP) 37 38 1-05.11 (1) Substantial Completion Date 39 40 When the Contractor considers the work to be substantially complete , the Contractor 41 shall so notify the Engineer and request the Engineer establish the Substantial 42 Completion Date. The Contractor's request shall list the specific items of work that remain 43 to be completed in order to reach physical completion. The Engineer will schedule an 44 inspection of the work with the Contractor to determine the status of completion. The 45 Engineer may also establish the Substantial Completion Date unilaterally. 46 47 If, after this inspection , the Engineer concurs with the Contractor that the work is 48 substantially complete and ready for its intended use, the Engineer, by written notice to 49 the Contractor, will set the Substantial Completion Date . If, after this inspection the 50 Engineer does not consider the work substantially complete and ready for its intended 51 use, the Engineer will, by written notice , so notify the Contractor giving the reasons 52 therefor. 53 CITY OF PASCO PROJECT #CP5-ST -3R-19-0 1 20th A V E. OVERLAY (COURT -1-182) S P 13 161 1 Upon receipt of written notice concurring in or denying substantial completion, whichever 2 is applicable, the Contractor shall pursue vigorously, diligently and without unauthorized 3 interruption , the work necessary to reach Substantial and Physical Completion . The 4 Contractor shall provide the Engineer with a revised schedule indicating when the 5 Contractor expects to reach substantial and physical completion of the work. 6 7 The above process shall be repeated until the Engineer establishes the Substantial 8 Completion Date and the Contractor considers the work physically complete and ready 9 for final inspection . 10 11 1-05.11 (2) Final Inspection and Physical Completion Date 12 13 When the Contractor considers the work physically complete and ready for final 14 inspection , the Contractor by written notice , shall request the Engineer to schedule a final 15 inspection . The Engineer will set a date for final inspection . The Engineer and the 16 Contractor will then make a final inspection and the Engineer will notify the Contractor in 17 writing of all particulars in which the final inspection reveals the work incomplete or 18 unacceptable. The Contractor shall immediately take such corrective measures as are 19 necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, 20 diligently, and without interruption until physical completion of the listed deficiencies. This 21 process will continue until the Engineer is satisfied the listed deficiencies have been 22 corrected . 23 24 If action to correct the listed deficiencies is not initiated within 7 days after receipt of the 25 written notice listing the deficiencies, the Engineer may, upon written notice to the 26 Contractor, take whatever steps are necessary to correct those deficiencies pursuant to 27 Section 1-05.7 . 28 The Contractor will not be allowed an extens ion of contract time because of a delay in the 29 performance of the work attributable to the exercise of the Engineer's right hereunder. 30 31 Upon correction of all deficiencies , the Engineer will notify the Contractor and the 32 Contracting Agency, in writing , of the date upon which the work was considered 33 physically complete . That date shall constitute the Physical Completion Date of the 34 contract, but shall not imply acc eptance of the work or that all the obligations of the 35 Contractor under the contract have been fulfilled. 36 37 1-05.11 (3) Operational Testing 38 39 It is the intent of the Contracting Agency to have at the Physical Completion Date a 40 complete and operable system . Therefore, when the work involves the installation of 41 machinery or other mechanical equipment; street lighting, electrical distribution or signal 42 systems ; irrigation systems ; buildings; or other similar work it may be desirable for the 43 Engineer to have the Contractor operate and test the work for a period of time after final 44 inspection but prior to the physical completion date. Whenever items of work are listed in 45 the Contract Provisions for operational testing they shall be fully tested under operating 46 conditions for the time period specified to ensure their acceptability prior to the Physical 47 Completion Date. During and following the test period, the Contractor shall correct any 48 items of workmanship, materials , or equipment which prove faulty, or that are not in first 49 class operating condition . Equipment, electrical controls , meters, or other devices and 50 equipment to be tested during this period shall be tested under the observation of the 51 Engineer, so that the Engineer may determine their suitability for the purpose for which 52 they were installed . The Physical Completion Date cannot be established until testing and 53 corrections have been completed to the satisfaction of the Engineer. 54 CITY OF PASCO PROJECT #C P5-ST -3R-19-01 201" AVE. OVERLAY (COU RT -1-182) S P 14 161 1 The costs for power, gas, labor, material, supplies, and everything else needed to 2 successfully complete operational testing , shall be included in the un it contract prices 3 related to the system being tested, unless specifically set forth otherwise in the proposal. 4 5 Operational and test periods, when required by the Engineer, shall not affect a 6 manufacturer's guaranties or warranties furnished under the terms of the contract. 7 8 9 10 Add the following new section: 11 12 1-05.12(1) One-Year Guarantee Period 13 (March 8, 2013 APWA GSP, may not be used on FHWA funded projects) 14 15 The Contractor shall return to the project and repair or replace all defects in 16 workmanship and material discovered within one year after Final Acceptance of the 17 Work. The Contractor shall start work to remedy any such defects within 45 18 calendar days of receiving Contracting Agency's written notice of a defect, and shall 19 complete such work within the time stated in the Contracting Agency's notice. In 20 case of an emergency, where damage may result from delay or where loss of 21 services may result, such corrections may be made by the Contracting Agency's 22 own forces or another contractor, in which case the cost of corrections shall be paid 23 by the Contractor. In the event the Contractor does not accomplish corrections 24 within the time specified, the work will be otherwise accomplished and the cost of 25 same shall be paid by the Contractor. 26 27 When corrections of defects are made , the Contractor shall then be responsible for 28 correcting all defects in workmanship and materials in the corrected work for one 29 year after acceptance of the corrections by Contracting Agency . 30 31 This guarantee is supplemental to and does not limit or affect the requirements that 32 the Contractor's work comply with the requirements of the Contract or any other 33 legal rights or remedies of the Contracting Agency. 34 35 36 1-05.13 Superintendents, Labor and Equipment of Contractor 37 (August 14, 2013APWA GSP) 38 39 Delete the sixth and seventh paragraphs of this section. 40 41 42 1-05.15 Method of Serving Notices 43 (March 25, 2009 APWA GSP) 44 Revise the second paragraph to read: 45 46 All correspondence from the Contractor shall be directed to the Project Engineer. All 47 correspondence from the Contractor constituting any notification, notice of Protest, notice 48 of dispute. or other correspondence constituting notification required to be furnished 49 under the Contract, must be in paper format. hand delivered or sent via mail delivery 50 service to the Project Engineer's office. Electronic copies such as e-mails or CITY O F PASCO PRO JECT #CP 5-ST-3R-19-01 20th AV E . OVERLAY (COURT -1-182) SP 15 16 1 1 electronically delivered copies of correspondence will not constitute such notice and will 2 not comply with the requirements of the Contract. 3 4 5 Add the following new section : 6 7 8 1-6 CONTROL OF MATERIAL 9 10 1-06.6 Recycled Materials 11 (January 4, 2016 APWA GSP) 12 13 Delete this section, including its subsections, and replace it with the following: 14 15 The Contractor shall make their best effort to utilize recycled materials in the construction 16 of the project. Approval of such material use shall be as detailed elsewhere in the 17 Standard Specifications. 18 19 Prior to Physical Completion the Contractor shall report the quantity of recycled materials 20 that were utilized in the construction of the project for each of the items listed in Section 21 9-03 .21. The report shall include hot mix asphalt, recycled concrete aggregate, recycled 22 glass, steel furnace slag and other recycled materials (e .g . utilizat ion of on-site material 23 and aggregates from concrete returned to the supplier). The Contractor's report shall be 24 provided on DOT form 350 -075 Recycled Materials Reporting . 25 26 27 28 1-7 LEGAL RELATION AND RESPONSIBILITIES TO THE POBLIC 29 30 1-07.1 Laws to be Observed 31 (October 1, 2005 APWA GSP) 32 33 Supplement this section with the following: 34 35 In cases of conflict between different safety regulations , the more stringent regulation 36 shall apply. 37 38 The Washington State Department of Labor and Industries shall be the so le and 39 paramount administrative agency respons ible for the administration of the provisions of 40 the Washington Industrial Safety and Health Act of 1973 (W ISHA). 41 42 The Contractor shall maintain at the project site office, or other well known place at the 43 project site, all articles necessary for providing first aid to the injured . The Contractor 44 shall establish, publish, and make known to all employees , procedures for ensuring 45 immediate removal to a hospital, or doctor's care , persons , including employees, who 46 may have been injured on the project site. Employees should not be permitted to work 4 7 on the project site before the Contractor has established and made known procedures for 48 removal of injured persons to a hospital or a doctor's care. 49 50 The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of 51 the Contractor's plant, appliances , and methods , and for any damage or injury resulting 52 from their failure, or improper maintenance, use, or operation . The Contractor shall be 53 solely and completely responsible for the conditions of the project site, including safety CI TY OF PASC O PROJECT #C P5-ST-3R-1 9-01 20:h AVE . OVERLAY (COURT -1-182) s P 16 I 61 1 for all persons and property in the performance of the work. This requirement shall apply 2 continuously, and not be limited to normal working hours. The required or implied duty of 3 the Engineer to conduct construction review of the Contractor's performance does not, 4 and shall not, be intended to include review and adequacy of the Contractor's safety 5 measures in, on , or near the project site. 6 7 8 9 1-07.2 State Taxes 10 11 Delete this section, including its sub-sections , in its entirety and replace it with the following: 12 13 1-07 .2 State Sales Tax 14 (June 27, 2011 APWA GSP) 15 16 The Washington State Department of Revenue has issued special rules on the State 17 sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The 18 Contractor should contact the Washington State Department of Revenue for answers to 19 questions in this area . The Contracting Agency will not adjust its payment if the 20 Contractor bases a bid on a misunderstood tax liability. 21 22 The Contractor shall include all Contractor-paid taxes in the unit bid prices or other 23 contract amounts. In some cases, however, state retail sales tax will not be included . 24 Section 1-07.2(2) describes this exception . 25 26 The Contracting Agency will pay the retained percentage (or release the Contract Bond if 27 a FHWA-funded Project) only if the Contractor has obtained from the Washington State 28 Department of Revenue a certificate showing that all contract-related taxes have been 29 paid (RCW 60.28.051). The Contracting Agency may deduct from its payments to the 30 Contractor any amount the Contractor may owe the Washington State Department of 31 Revenue , whether the amount owed relates to this contract or not. Any amount so 32 deducted will be paid into the proper State fund . 33 34 1-07.2(1) State Sales Tax-Rule 171 35 36 WAC 458-20-171, and its related rules, apply to building , repairing, or improving streets, 37 roads , etc., which are owned by a municipal corporation , or political subdivision of the 38 state, or by the United States, and wh ich are used primarily for foot or vehicular traffic. 39 This includes storm or combined sewer systems within and included as a part of the 40 street or road drainage system and power lines when such are part of the roadway 41 lighting system. For work performed in such cases, the Contractor shall include 42 Washington State Retail Sales Taxes in the various unit bid item prices, or other contract 43 amounts, including those that the Contractor pays on the purchase of the materials, 44 equipment, or supplies used or consumed in doing the work. 45 46 1-07 .2(2) State Sales Tax -Rule 170 47 48 WAC 458-20-170, and its related rules, apply to the constru cting and repairing of new or 49 existing buildings , or other structures, upon real property. This includes, but is not limited 50 to , the construction of streets, roads, highways , etc., owned by the state of Washington ; 51 water mains and their appurtenances; sanitary sewers and sewage disposal systems 52 unless such sewers and disposal systems are within , and a part of, a street or road 53 drainage system; telephone, telegraph , electrical power distribution lines , or other 54 conduits or lines in or above streets or roads, unless such power lines become a pa rt of a CITY OF PASCO PROJ ECT #CP5-ST -3R-19-0 1 2Qlh AVE. O VERLAY (COURT -1-182 ) S P 17 16 1 1 street or road lighting system ; and installing or attaching of any article of tangible 2 personal property in or to real property, whether or not such personal property becomes a 3 part of the realty by virtue of installation. 4 5 For work performed in such cases, the Contractor shall collect from the Contracting 6 Agency, retail sales tax on the full contract price. The Contracting Agency will 7 automatically add this sales tax to each payment to the Contractor. For this reason, the 8 Contractor shall not include the retail sales tax in the unit bid item prices, or in any other 9 contract amount subject to Rule 170, with the following exception . 10 11 Exception: The Contracting Agency will not add in sales tax for a payment the Contractor 12 or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or 13 consumable supplies not integrated into the project. Such sales taxes shall be included 14 in the unit bid item prices or in any other contract amount. 15 16 1-07.2(3) Services 17 18 The Contractor shall not collect retail sales tax from the Contracting Agency on any 19 contract wholly for professional or other services (as defined in Washington State 20 Department of Revenue Rules 138 and 244). 21 22 23 24 25 26 1-07.5(1) General 27 (******) 28 29 Supplement this section with the following : 30 31 4 . Dumping of material removed from ca tch basins and other storm drain structures into 32 the right of way, sanitary sewer or storm drain system is prohibited . Any contractor caught 33 disposing of materials in this manner w ill be assessed damages and fines. 34 35 36 37 1-07 .18 Public Liability and Property Damage Insurance 38 39 Delete this section in its entirety, and replace it with the follow ing : 40 41 1-07.18 Insurance 42 (January 4, 2016 APWA GSP) 43 44 1-07 .18(1) General Requirements 45 A. The Contractor shall procure and maintain the insurance described in all subsections of 46 section 1-07 .18 of these Special Provisions, from insurers with a current A . M. Best rating 47 of not less than A-: VII and licensed to do business in the State of Washington. The 48 Contracting Agency reserves the right to approve or reject the insurance provided, based 49 on the insurer's financial condition . 50 51 B. The Contractor shall keep this insurance in force without interruption from the 52 commencement of the Contractor's Work through the term of the Contract and for thirty 53 (30) days afte r the Physical Completion date, unless otherwise indicated below. 54 S P 18 161 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE . OVERLAY (COURT -1-182 ) 1 C. If any insurance policy is written on a claims made form, its retroactive date , and that of 2 all subsequent renewals, shall be no later than the effective date of this Contract. The 3 policy shall state that coverage is claims made , and state the retroactive date . Claims- 4 made form coverage shall be maintained by the Contractor for a minimum of 36 months 5 following the Completion Date or earlier termination of this Contract, and the Contractor 6 shall annually provide the Contracting Agency with proof of renewal. If renewal of the 7 claims made form of coverage becomes unavailable, or economically prohibitive, the 8 Contractor shall purchase an extended reporting period ("tail ") or execute another form of 9 guarantee acceptable to the Contracting Agency to assure financial responsibility for 10 liability for services performed. 11 12 D. The Contractor's Automobile Liability, Commercial General Liability and Excess or 13 Umbrella Liability insurance policies shall be primary and non-contributory insurance as 14 respects the Contracting Agency 's insurance, self-insurance, or self-insured pool 15 coverage. Any insurance, self-insurance, or self-insured pool coverage maintained by the 16 Contracting Agency shall be excess of the Contractor's insurance and shall not contribute 17 with it. 18 19 E . The Contractor shall provide the Contracting Agency and all additional insureds with 20 written notice of any policy cancellation, within two business days of their receipt of such 21 notice. 22 23 F. The Contractor shall not begin work under the Contract until the required insurance has 24 been obtained and approved by the Contracting Agency 25 26 G. Failure on the part of the Contractor to maintain the insurance as required shall constitute 27 a material breach of contract, upon which the Contracting Agency may, after giving five 28 business days' notice to the Contractor to correct the breach, immediately terminate the 29 Contract or, at its discretion, procure or renew such insurance and pay any and all 30 premiums in connection therewith, with any sums so expended to be repaid to the 31 Contracting Agency on demand, or at the sole discretion of the Contracting Agency , 32 offset against funds due the Contractor from the Contracting Agency. 33 34 H . All costs for insurance shall be incidental to and included in the unit or lump sum prices of 35 the Contract and no additional payment will be made. 36 37 38 1-07 .18(2) Additional Insured 39 All insurance policies , with the exception of Workers Compensation , and of Professional 40 Liability and Builder's Risk (if required by this Contract) shall name the following listed 41 entities as additional insured(s) using the forms or endorsements required herein : 42 • the Contracting Agency and its officers, elected officials, employees, agents , and 43 volunteers 44 45 The above-listed entities shall be additional insured(s) for the full available limits of 46 liability maintained by the Contractor, irrespective of whether such limits maintained by 47 the Contractor are greater than those required by this Contract, and irrespective of 48 whether the Certificate of Insurance provided by the Contractor pursuant to 1-07.18(4) 49 describes limits lower than those maintained by the Contractor. 50 51 For Commercial General Liability insurance coverage , the required add itional insured 52 endorsements shall be at least as broad as ISO forms CG 20 10 10 01 for ongoing 53 operations and CG 20 37 10 01 for completed operations. 54 CITY OF PASCO PROJECT #CP 5-ST-3R-19-01 20th AVE. OVE RLAY {COURT -1-182) SP 19 f 61 1 1-07 .18(3) Subcontractors 2 3 The Contractor shall cause each Subcontractor of every tier to provide insurance coverage 4 that complies with all applicable requirements of the Contractor-provided insurance as set 5 forth herein , except the Contractor shall have sole responsibility for determining the limits of 6 coverage required to be obtained by Subcontractors. 7 8 The Contractor shall ensure that all Subcontractors of every tier add all entities listed in 9 1-07 .18(2) as additional insureds , and provide proof of such on the policies as required by 10 that section as detailed in 1-07.18(2) using an endorsement as least as broad as ISO CG 20 11 10 10 01 for ongoing operations and CG 20 37 10 01 for completed operations. 12 13 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 14 Agency evidence of insurance and copies of the additional insured endorsements of each 15 Subcontractor of every tier as required in 1-07.18(4) Verification of Coverage . 16 17 1-07.18(4) Verification of Coverage 18 19 The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and 20 endorsements for each policy of insurance meeting the requirements set forth herein when 21 the Contractor delivers the signed Contract for the work. Failure of Contracting Agency to 22 demand such verification of coverage with these insurance requirements or failure of 23 Contracting Agency to identify a deficiency from the insurance documentation provided shall 24 not be construed as a waiver of Contractor's obligation to maintain such insurance. 25 26 Verification of coverage shall include: 27 1. An ACORD certificate or a form determined by the Contracting Agency to be equivalent. 28 2 . Copies of all endorsements naming Contracting Agency and all other entities listed in 29 1-07.18(2) as additional insured(s), showing the policy number. The Contractor may 30 submit a copy of any blanket additional insured clause from its policies instead of a 31 separate endorsement. 32 3. Any other amendatory endorsements to show the coverage required herein. 33 4. A notation of coverage enhancements on the Certificate of Insurance shall not satisfy 34 these requirements -actual endorsements must be submitted. 35 36 Upon request by the Contracting Agency, the Contractor shall forward to the Contracting 37 Agency a full and certified copy of the insurance policy(s). If Builders Risk insurance is 38 required on this Project, a full and certified copy of that policy is required when the Contractor 39 delivers the signed Contract for the work. 40 41 1-07.18(5) Coverages and Limits 42 43 The insurance shall provide the minimum coverages and limits set forth below. Contractor's 44 maintenance of insurance, its scope of coverage, and limits as required herein shall not be 45 construed to limit the liability of the Contractor to the coverage provided by such insurance, 46 or otherwise limit the Contracting Agency's recourse to any remedy available at law or in 47 equity. 48 49 All deductibles and self-insured retentions must be disclosed and are subject to approval by 50 the Contracting Agency. The cost of any claim payments falling within the deductible or self- 51 insured retention shall be the responsibility of the Contractor. In the event an additional CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) SP 20161 1 insured incurs a liability subject to any policy's deductibles or self-insured retention , said 2 deductibles or self-insured retention shall be the responsibility of the Contractor. 3 4 1-07.18(5) A Commercial General Liability 5 6 Commercial General Liability insurance shall be written on coverage forms at least as broad 7 as ISO occurrence form CG 00 01 , including but not limited to liability arising from premises , 8 operations, stop gap liability, independent contractors , products-completed operations , 9 personal and advertising injury, and liability assumed under an insured contract. There shall 10 be no exclusion for liability arising from explosion, collapse or underground property damage. 11 12 The Commercial General Liability insurance shall be endorsed to provide a per project 13 general aggregate limit, using ISO form CG 25 03 05 09 or an equivalent endorsement. 14 15 Contractor shall maintain Commercial General Liability Insurance arising out of the 16 Contractor's completed operations for at least three years following Substantial Completion 17 of the Work. 18 19 Such policy must provide the following minimum limits: 20 $1,000 ,000 Each Occurrence 21 $2,000 ,000 General Aggregate 22 $2,000,000 Products & Completed Operations Aggregate 23 $1,000,000 Personal & Advertising Injury each offence 24 $1,000,000 Stop Gap/ Employers' Liability each accident 25 26 1-07.18(5) B Automobile Liability 27 28 Automobile Liability shall cover owned, non-owned, hired , and leased vehicles; and shall be 29 written on a coverage form at least as broad as ISO form CA 00 01. If the work involves the 30 transport of pollutants, the automobile liability policy shall include MCS 90 and CA 99 48 31 endorsements . 32 33 Such policy must provide the following minimum limit: 34 $1,000,000 Combined single limit each accident 35 36 1-07.18(5) C Workers' Compensation 37 38 The Contractor shall comply with Workers' Compensation coverage as required by the 39 Industrial Insurance laws of the State of Washington. 40 41 42 43 44 1-07.23(1) Construction Under Traffic 45 (May 2, 2017 APWA GSP) 46 47 Revise the third sentence of the second paragraph to read : 48 49 Accessibility to existing or temporary pedestrian push buttons shall not be impaired; if 50 approved by the Contracting Agency activating pedestrian recall timing or other 51 accommodation may be allowed during construction. 52 53 CITY OF PASCO PROJECT #CP5-ST-3R-19-0 1 20th AVE . OVERLAY (CO URT -1-182) S P 2 1 161 1 1-07 .24 Rights of Way 2 (July 23, 2015 APWA GSP) 3 4 Delete this section and replace it with the following : 5 6 Street Right of Way lines, limits of easements, and limits of construction permits are 7 indicated in the Plans. The Contractor's construction activities shall be confined within 8 these limits, unless arrangements for use of private property are made. 9 10 Generally, the Contracting Agency will have obta ined, prior to bid opening, all rights of 11 way and easements, both permanent and temporary, necessary for carrying out the work. 12 Exceptions to this are noted in the Bid Documents or will be brought to the Contractor's 13 attention by a duly issued Addendum. 14 15 Whenever any of the work is accomplished on or through property other than public Right 16 of Way, the Contractor shall meet and fulfill all covenants and stipulations of any 17 easement agreement obtained by the Contracting Agency from the owner of the private 18 property . Copies of the easement agreements may be included in the Contract 19 Prov isions or made available to the Contractor as soon as practical after they have been 20 obtained by the Engineer. 21 22 Whenever easements or rights of entry have not been acqu ired prior to advertising , these 23 areas are so noted in the Plans. The Contractor shall not proceed with any portion of the 24 work in areas where right of way, easements or rights of entry have not been acquired 25 until the Engineer certifies to the Contractor that the right of way or easement is available 26 or that the right of entry has been received . If the Contractor is delayed due to acts of 27 omission on the part of the Contracting Agen cy in obtaining easements, rights of entry or 28 right of way, the Contra ctor will be entitled to an extension of time . The Contractor 29 agrees that such delay shall not be a breac h of contract. 30 31 Each property owner shall be given 48 hours' notice prior to entry by the Contractor. This 32 includes entry onto easements and private property where private improvements must be 33 adjusted . 34 35 The Contractor shall be responsible for providing , without expense or liability to the 36 Contracting Agency, any additional land and access thereto that the Contra ctor may 37 desire for temporary construction facilities , storage of materials, or other Contractor 38 needs. However, before using any private property, whether adjoining the work or not, 39 the Contractor shall file with the Eng ineer a written permission of the private property 40 owner, and , upon vacating the prem ises, a written release from the property owner of 41 each property disturbed or otherwise interfered with by reasons of construction pursued 42 under this contra ct. The statement shall be signed by the private property owner, o r 43 proper authority acting for the ow ner of the private property affected , stating that 44 permission has been granted to use the property and all necessary permits have been 45 obtained or, in the case of a release, that the restoration of the property has been 46 satisfactorily accomplished. The statement shall include the parcel number, address , and 47 date of signature. Written releases must be filed w ith the Engine er before the Completion 48 Date will be established. 49 50 51 52 1-8 PROSECUTION AND PROGRSS 53 54 Add the following new section : C ITY OF PASCO P ROJECT #CP5-ST-3R-19-01 20t h AVE. OVERLAY (CO URT -1-1 82) s P 22 I 61 r 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 51 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section : 1-08.0(1) Preconstruction Conference (October 10, 2008 APWA GSP) Prior to the Contractor beginning the work, a preconstruction conference will be held between the Contractor, the Engineer and such other interested parties as may be invited. The purpose of the preconstruction conference will be: 1 . To review the initial progress schedule; 2. To establish a working 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 working 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 following : 1. A breakdown of all lump sum items; 2 . A preliminary schedule of working drawing submittals; and 3. A list of material sources for approval if applicable. Add the following new section: 1-08.0(2) Hours of Work (December 8, 2014 APWA GSP) Except in the case of emergency or unless otherwise approved by the Engineer, the normal working hours for the Contract shall be any consecutive 8 -hour period between 7:00 a .m . and 6 :00 p.m . Monday through Friday, exclusive of a lunch break. If the Contractor desire s different than the normal working hours stated above , the request must be submitted in writing prior to the preconstruction conference, subject to the provisions below. The working hours for the Contract shall be established at or prior to the preconstruction conference . All working hours and days are also subject to local permit and ordinance conditions (such as noise ordinances). If the Contractor wishes to deviate from the established working hours, the Contractor shall submit a written request to the Engineer for c onsideration. This request shall state what hours are being requested , and why. Requests shall be submitted for review no later than 1 week prior to the day(s) the Contractor is requesting to change the hours. If the Contracting Agency approves such a deviation, suc h approval may be subject to certain other conditions, which will be detailed in writing . For example : 1 . On non-Federal aid projects, requiring the Contractor to reimburse the Contracting Agency for the c osts in excess of straight-time costs for Contracting Ag e ncy repre se ntatives who worke d during suc h tim es . {The Enginee r may require CITY OF PASCO PROJ ECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) s P 23 I 6 1 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 51 52 53 designated representatives to be present during the work. Representatives who may be deemed necessary by the Engineer include, but are not li mited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees or third party consultants when , in the opinion of the Engineer, such work necessitates their presence.) 2. Considering the work performed on Saturdays, Sundays, and holidays as working days with regard to the contract time. 3 . Considering multiple work shifts as multiple working days with respect to contract time even though the multiple shifts occur in a single 24-hour period. 4. If a 4-10 work schedule is requested and approved the non-working day for the week will be charged as a working day. 5. If Davis Bacon wage rates apply to this Contract, all requirements must be met and recorded properly on certified payroll 1-08.1 Subcontracting (November 30, 2018 APWA GSP, Option B) Delete the eighth paragraph. 1-08.4 Prosecution of Work Delete this section and replace it with the following: 1-08 .4 Notice to Proceed and Prosecution of Work (July 23, 2015 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer. The Contractor shall c ommence construction activities on the project s ite within ten days of the Notice to Proceed Date , unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physic al completion date within the time specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. When shown in the Plans, the first order of work shall be the installation of high visibility fencing to delineate all areas for protection or restoration , as desc ribed i n the Contract. Installation of high visibility fencing adjacent to the roadway shall occur after the placement of all necessary signs and traffic control devices in accordance with 1-10.1 (2). Upon construction of the fencing, the Contractor shall request the Engineer to inspect the fence . No other work shall be performed on the site unti l the Contracting Agency has accepted the installation of high visibility fencing, as described in the Contract. 1-08.9 Liquidated Damages (August 14, 2013 APWA GSP) Revise the fourth paragraph to read: When the Contract Work has progressed to Substantial Completion as defined in the Contract, the Engineer may determine that the work is Substantially Complete. The Engineer will notify the Contractor in writing of the Substantial Completion Date. For CITY OF PASC O PROJ ECT #C P5-ST -3R-19-01 2 Q'h AVE. OV ERLAY (COURT -1-182) SP 24 161 1 overruns in Contract time occurring after the date so established , the formula for 2 liquidated damages shown above will not apply. For overruns in Contract time occurring 3 after the Substantial Completion Date, liquidated damages shall be assessed on the 4 basis of direct engineering and related costs assignable to the project until the actual 5 Physical Completion Date of all the Contract Work. The Contractor shall complete the 6 remaining Work as promptly as possible. Upon request by the Project Engineer, the 7 Contractor shall furnish a written schedule for completing the physical Work on the 8 Contract. 9 10 11 12 Measurement and Payment 13 14 1-09.2(5) Measurement 15 (May 2, 2017 APWA GSP) 16 17 Revise the first paragraph to read: 18 19 Scale Verification Checks -At the Engineer's discretion, the Engineer may perform 20 verification checks on the accuracy of each batch, hopper, or platform scale used in 21 weighing contract items of Work. 22 23 24 1-09.9 Payments 25 (March 13, 2012 APWA GSP) 26 27 Delete the first four paragraphs and replace them with the following : 28 29 The basis of payment will be the actual quantities of Work performed according to the 30 Contract and as specified for payment. 31 32 The Contractor shall submit a breakdown of the cost of lump sum bid items at the 33 Preconstruction Conference, to enable the Project Engineer to determine the Work 34 performed on a monthly basis. A breakdown is not required for lump sum items that 35 include a basis for incremental payments as part of the respective Specification . Absent 36 a lump sum breakdown , the Project Engineer will make a determination based on 37 information available. The Project Engineer's determination of the cost of work shall be 38 final. 39 40 Progress payments for completed work and material on hand will be based upon 41 progress estimates prepared by the Engineer. A progress estimate cutoff date will be 42 established at the preconstruction conferenc e . 43 44 The initial progress estimate will be made not later than 30 days after the Contractor 45 commences the work, and successive progress estimates will be made every month 46 thereafter until the Completion Date. Progress estimates made during progress of the 47 work are tentative , and made only for the purpose of determining progress payments. 48 The progress estimates a re subject to change at any time prior to the cal c ulation of th e 49 final payment. 50 51 The value of the progress estimate will be the sum of the followin g: s P 25 I 61 CITY OF PASCO PROJ ECT #CP5-ST-3R-19 -01 2Q'h AVE . OVERLAY (COURT -1-182) 1 1. Unit Price Items in the Bid Form -the approximate quantity of acceptable units of 2 work completed multiplied by the unit price. 3 2 . Lump Sum Items in the Bid Form -based on the approved Contractor's lump sum 4 breakdown for that item , or absent such a breakdown, based on the Engineer's 5 determination. 6 3 . Materials on Hand -100 percent of invoiced cost of material delivered to Job site 7 or other storage area approved by the Engineer. 8 4. Change Orders -entitlement for approved extra cost or completed extra work as 9 determined by the Engineer. 10 11 Progress payments will be made in accordance with the progress estimate less: 12 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; 13 2 . The amount of progress payments previously made; and 14 3. Funds withheld by the Contracting Agency for disbursement in accordance with the 15 Contract Documents. 16 17 Progress payments for work performed shall not be evidence of acceptable performance 18 or an admission by the Contracting Agency that any work has been satisfactorily 19 completed. The determination of payments under the contract will be final in accordance 20 with Section 1-05.1. 21 22 23 1-09.11(3) Time Limitation and Jurisdiction 24 (November 30, 2018 APWA GSP) 25 26 Revise this section to read: 27 28 For the convenience of the parties to the Contract it is mutually agreed by the parties that 29 any claims or causes of action which the Contractor has against the Contracting Agency 30 arising from the Contract shall be brought within 180 calendar days from the date of final 31 acceptance (Section 1-05.12) of the Contract by the Contracting Agency; and it is further 32 agreed that any such claims or causes of action shall be brought only in the Superior 33 Court of the county where the Contracting Agency headquarters is located, provided that 34 where an action is asserted against a county, RCW 36.01 .050 shall control venue and 35 jurisdiction. The parties understand and agree that the Contractor's failure to bring suit 36 within the time period provided, shall be a complete bar to any such claims or causes of 37 action. It is further mutually agreed by the parties that when any claims or causes of 38 action which the Contractor asserts against the Contracting Agency arising from the 39 Contract are filed with the Contracting Agency or initiated in court, the Contractor shall 40 permit the Contracting Agency to have timely access to any records deemed necessary 41 by the Contracting Agency to assist in evaluating the claims or action. 42 43 44 45 1-09.13(3) Claims $250,000 or Less 46 (October 1, 2005 APWA GSP) 47 48 Delete this section and replace it with the following: 49 50 The Contractor and the Contracting Agency mutually agree that those cla ims that total 51 $250,000 or less , submitted in accordance with Section 1-09.11 and not resolved by CITY OF PASCO PROJECT #CP5-ST-3R-19-01 W h A VE . OVERLAY (COURT -1-182) S P 26 16 1 r 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 51 52 53 nonbinding ADR processes, shall be resolved through litigation unless the parties mutually agree in writing to resolve the claim through binding arbitration. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Requirements (******) Supplement Section 1-10.1 with the following: 20th Ave -A minimum of one lane in each direction of traffic shall remain open at all times, traffic may not be stopped for more than 10 minutes at a time in either direction. Pearl St.-A minimum of one lane in each direction of traffic shall remain open at all times, Traffic may be detoured during working days. 1-10.2 Traffic Control Management GENERAL (January 3, 2017 WSDOT GSP) Section 1-10.2(1) (**-**) Supplement section 1_ 10.2(1) with the following: Only training with WSDOT TCS card and WSDOT training curriculum is recognized in the State of Washington. The Traffic Control Supervisor shall be certified by one of the following: The Northwest Laborers Employers Training Trust 27055 Ohio Ave . Kingston, WA 98346 (360)297_3035 Evergreen Safety Council 12545 135th Ave . NE Kirkland, WA 98034_8709 1_800_521_0778 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 100 Fredericksburg, Virginia 22406_ 1022 Training Dept. Toll Free (877) 642_ 4637 Phone: (540) 368_ 1701 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20'" AVE. OVERLAY (COURT -1-182) S P 27 161 1 In the third paragraph, the first two sentences are revised to read : 2 3 The primary and alternate TCS shall be certified by one of the organizations listed in the 4 Special Provisions . Possession of a current Washington State TCS card and flagging card 5 by the primary and alternate TCS is mandatory. 6 7 8 9 DIVISION 2 10 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 11 12 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTION 13 14 2-02.1 Description 15 (******) 16 17 Section 2-02.1 is supplemented with the following: 18 19 The work shall include the removal of all curb, gutter, sidewalk, concrete, pavement , 20 roadway excavation including haul, sawcutting, and other items as required to 21 complete the work, as well as those indicated on the construction plans. 22 23 24 2-02.1 Payment 25 (******) 26 27 Section 2-02.1 is supplemented with the following: 28 29 Sawcutting and removal of curbs, gutters, sidewalks, concrete, pavements will be 30 paid for as under the lump sum item for "Removal of Structures and Obstruction". 31 This also includes any roadway excavation including haul, as needed to complete the 32 work shown on the construction plans. 33 34 35 36 37 38 39 40 2-11 TRIMMING AND CLEANUP 41 42 2-11.3 CONSTRUCTION REQUIREMENTS 43 (******) 44 45 The section The Contractor Shall' is supplemented with the following: 46 47 7. Redesign and rebuild the irrigation system to that remaining landscaped areas 48 previously covered by said system will continue to be watered. Irrigation 49 heads that are in areas to be paved shall be capped and covered prior to CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE. OVERLAY (COURT -1-182) S P 28 161 1 paving . Existing modified sprinkler systems shall be modified to be ensure 2 adequate watering coverage. 3 8. Restore all grass area affected by construction with sod and in accordance 4 with the City of Pasco Construction Standards. 5 9. Restore all shoulders, from edge of pavement to the right-of-way line. With the 6 same material as existed prior to construction. 7 10. Restore the site and off-site areas damaged by the work to their original 8 condition or better and to the satisfaction of the Engineer and the adjoining 9 homeowners. 10 11 12 4-04 BALLAST AND CRUSHED SURFACING 13 4-04.4 Measurement 14 t•trlrl<irl<) 15 Section 4-04.4 is revised to read: 16 17 Crushed surfacing top course and crushed surfacing base course will be measured by the 18 square yard. This work will include all excavation, embankment, grading, and compaction 19 required to construct Crushed Surfacing Courses. 20 21 4-04.5 Payment 22 (******) 23 24 Section 4-04.5 is supplemented with the following: 25 '"Crushed Surfacing Top Course (2 inch depth)", per square yard. 26 27 The unit contract price for "Crushed Surfacing Top Course (2 inch depth)"' shall be full 28 compensation for equipment, labor, materials, and other items necessary to remove , 29 dispose, furnish, supply, place, compact, and complete the crushed surfacing top course per 30 the Contract Plans and these Special Provisions . 31 32 "'Crushed Surfacing Base Course (8 inch depth)", per square yard. 33 34 The unit contract price for "Crushed Surfacing Base Course (8 inch depth)"' shall be full 35 compensation for equipment, labor, materials, and other items necessary to remove , 36 dispose, furnish, supply, place , compact, and complete the crushed surfacing base course 37 per the Contract Plans and these Special Provisions. 38 39 All excavation , embankment, grading, and compaction required to place the crushed 40 surfacing material shall be included in the unit cost for these items . 41 42 43 44 45 46 47 48 49 CITY OF PASCO PRO JEC T #CP5-ST-3R-1 9-01 20th AVE . OVERLAY (COURT -I-182) SP 29 J 6 1 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 DIVISION 5 SURFACE TREATMENT AND PAVEMENT 5-04 Hot Mix Asphalt (July 18, 2018 APWA GSP) Delete Section 5-04 and amendments, Hot Mix Asphalt and replace it with the following: 5-04.1 Description This Work shall consist of providing and placing one or more layers of plant-mixed hot mix asphalt (HMA) on a prepared foundation or base in accordance with these Specifications and the lines, grades, thicknesses, and typical cross-sections shown in the Plans. The manufacture of HMA may include warm mix asphalt (WMA) processes in accordance with these Specifications. WMA processes include organic additives, chemical additives, and foaming . HMA shall be composed of asphalt binder and mineral materials as may be required, mixed in the proportions specified to provide a homogeneous, stable, and workable mixture. 5-04.2 Materials Materials shall meet the requirements of the following sections : Asphalt Binder 9-02.1 ( 4) Cationic Emulsified Asphalt 9-02 .1 (6) Anti-Stripping Additive 9-02.4 HMA Additive 9-02.5 Aggregates Recycled Asphalt Pavement Mineral Filler Recycled Material Portland Cement Sand 9-03.8 9-03.8(3)8 9-03.8(5) 9-03.21 9-01 9-03 .1(2) (As noted in 5-04.3(5)C for crack sealing) Joint Sealant 9-04.2 Foam Backer Rod 9-04.2(3)A The Contract documents may establish that the various mineral materials required for the manufacture of HMA will be furnished in whole or in part by the Contracting Agency. If the documents do not establish the furnishing of any of these mineral materials by the Contracting Agency, the Contractor shall be required to furn ish such materials in the amounts required for the designated mix. Mineral materials include coarse and fine aggregates, and mineral filler . The Contractor may choose to utilize recycled asphalt pavement (RAP) in the production of HMA. The RAP may be from pavements removed under the Contract, if any, or pavement material from an existing stockpile. CITY OF PASCO PROJECT #CP5-ST-3R-19-01 2 01• AVE. OVERLAY (COURT -1-182) s P 30 I 61 r 1 The Contractor may use up to 20 percent RAP by total weight of HMA with no additional 2 sampling or testing of the RAP . The RAP shall be sampled and tested at a frequency of 3 one sample for every 1,000 tons produced and not less than ten samples per project. The 4 asphalt content and gradation test data shall be reported to the Contracting Agency when 5 submitting the mix design for approval on the QPL. The Contractor shall include the RAP 6 as part of the mix design as defined in these Specifications. 7 8 The grade of asphalt binder shall be as required by the Contract. Blending of asphalt 9 binder from different sources is not permitted . 10 11 The Contractor may only use warm mix asphalt (WMA) processes in the production of 12 HMA with 20 percent or less RAP by total weight of HMA. The Contractor shall submit to 13 the Engineer for approval the process that is proposed and how it will be used in the 14 manufacture of HMA. 15 16 Production of aggregates shall comply with the requirements of Section 3-01 . 17 Preparation of stockpile site, the stockpiling of aggregates, and the removal of 18 aggregates from stockpiles shall comply with the requirements of Section 3-02. 19 20 5-04.2(1) How to Get an HMA Mix Design on the QPL 21 If the contractor wishes to submit a mix design for inclusion in the Qualified Products List 22 (QPL), please follow the WSDOT process outlined in Standard Specification 5-04 .2(1). 23 24 5-04.2(1) A Vacant 25 26 5-04.2(2) Mix Design -Obtaining Project Approval 27 No paving shall begin prior to the approval of the mix design by the Engineer. 28 29 Nonstatistical evaluation will be used for all HMA not designated as Commercial HMA in 30 the contract documents. 31 32 Commercial evaluation will be used for Commercial HMA and for other classes of HMA 33 in the following applications: sidewalks, road approaches , ditches, slopes, paths, trails, 34 gores, prelevel, and pavement repair. Other nonstructural applications of HMA accepted 35 by commercial evaluation shall be as approved by the Project Engineer. Sampling and 36 testing of HMA accepted by commercial evaluation will be at the option of the Proje ct 37 Engineer. The Proposal quantity of HMA that is accepted by commercial evaluat ion will 38 be excluded from the quantities used in the determination of nonstatistical evaluation. 39 40 Nonstatistical Mix Design . Fifteen days prior to the first day of paving the contractor 41 shall provide one of the following mix design verification certifications for Contracting 42 Agency review; 43 44 • The WSDOT Mix Design Evaluation Report from the current WSDOT QPL , or one 45 of the mix design verification certifications listed below. 46 • The proposed HMA mix design on WSDOT Form 350-042 with the seal and 47 certification (stamp & sig-nature) of a valid licensed Washington State 48 Professional Engineer. 49 • The Mix Design Report for the proposed HMA mix design developed by a 50 qualified City or County laboratory that is within one year of the approval date.** CITY OF PA SCO PROJECT #CP5-ST -3R-19-01 2Q'h AVE . OVERLAY (COURT -1-1 82) S P 31 16 1 1 2 The mix design shall be performed by a lab accredited by a national authority such as 3 Laboratory Accreditation Bureau , L-A-B for Construction Materials Testing , The 4 Construction Materials Engineering Council (CMEC's) ISO 17025 or AASHTO 5 Accreditation Program (AAP) and shall supply evidence of participation in the AASHTO : 6 resource proficiency sample program . 7 8 Mix designs for HMA accepted by Nonstatistical evaluation shall; 9 10 • Have the aggregate structure and asphalt binder content determined in 11 accordance with WSDOT Standard Operating Procedure 732 and meet the 12 requirements of Sections 9-03.8(2), except that Hamburg testing for ruts and 13 stripping are at the discretion of the Engineer, and 9-03.8(6). 14 • Have anti-strip requirements, if any, for the proposed mix design determined in 15 accordance with AASHTO T 283 or T 324, or based on historic anti-strip and 16 aggregate source compatibility from prev ious WSDOT lab testing . 17 18 At the discretion of the Engineer, agencies may accept verified mix designs older than 12 19 months from the original verification date with a certification from the Contractor that the 20 materials and sources are the same as those shown on the original mix design . 21 22 Commercial Evaluation Approval of a mix design for "Commercial Evaluation" will be 23 based on a review of the Contractor's submittal of WSDOT Form 350-042 (For 24 commercial mixes, AASHTO T 324 evaluation is not required) or a Mix Design from the 25 current WSDOT QPL or from one of the processes allowed by this section. Testing of the 26 HMA by the Contracting Agency for mix design approval is not required . 27 28 For the Bid Item Commercial HMA, the Contractor shall select a class of HMA and design 29 level of Equivalent Single Axle Loads (ESAL's) appropriate for the required use. 30 31 5-04.2(2) B Using Warm Mix Asphalt Processes 32 The Contractor may elect to use additives that reduce the optimum m ixing temperature or 33 serve as a compaction aid for producing HMA. Add itives include organic additives, 34 chemical additives and foaming processes. The use of Additives is subject to the 35 following : 36 37 • Do not use additives that reduce the mixing temperature more than allowed in 38 Section 5-04.3(6) in the production of mixtures. 39 • Before using additives , obtain the Engineer's approval using WSDOT Form 350- 40 076 to describe the proposed additive and process . 41 42 5-04.3 Construction Requirements 43 44 5-04.3(1) Weather Limitations 45 Do not place HMA for wearing course on any Traveled Way beginning October 1st 46 through March 31st of the following year without written concurrence fro m the Eng ineer. 47 48 Do not place HMA on any wet surface, or when the average surface temperatures are 49 less than those specified below, or when weather conditions otherwise prevent the proper 50 handling or finishing of the HMA. C IT Y OF PASCO PROJECT #CP5-ST-3R-1 9-0 1 20t h AVE. OVER LAY (CO URT -1-182) SP 321 6 1 1 2 3 M". m1mum Compacted Thickness (Feet) Less than 0 .10 0 .10 to .20 More than 0 .20 4 5-04.3(2) Paving Under Traffic u ace empera ure or avma S rf T t f p . Wearing Course Other Courses 55 •F 45•F 45•F 35•F 35•F 35•F 5 When the Roadway being paved is open to traffic, the requirements of this Section 6 shall apply. 7 8 The Contractor shall keep intersections open to traffic at all times except when paving the 9 intersection or paving across the intersection. During such time, and provided that there 10 has been an advance warning to the public, the intersection may be closed for the 11 minimum time required to place and compact the mixture. In hot weather, the Engineer 12 may require the application of water to the pavement to accelerate the finish rolling of the 13 pavement and to shorten the time required before reopening to traffic. 14 15 Before closing an intersection, advance warning signs shall be placed and signs shall 16 also be placed marking the detour or alternate route . 17 18 During paving operations, temporary pavement markings shall be maintained throughout 19 the project. Temporary pavement markings shall be installed on the Roadway prior to 20 opening to traffic. Temporary pavement markings shall be in accordance with Section 8- 21 23. 22 23 All costs in connection with performing the Work in accordance with these requirements, 24 except the cost of temporary pavement markings, shall be included in the unit Contract 25 prices for the various Bid items involved in the Contract. 26 27 5-04.3(3) Equipment 28 29 5-04.3(3) A Mixing Plant 30 Plants used for the preparation of HMA shall conform to the following requirements: 31 32 1. Equipment for Preparation of Asphalt Binder-Tanks for the storage of 33 asphalt binder shall be equipped to heat and hold the material at the required 34 temperatures . The heating shall be accomplished by steam coils, electricity, or 35 other approved means so that no flame shall be in contact with the storage tank . 36 The circulating system for the asphalt binder shall be designed to ensure proper 37 and continuous circulation during the operating period. A valve for the purpose of 38 sampling the asphalt binder shall be placed in either the storage tank or in the 39 supply line to the mixer. 40 2 . Thermometric Equipment -An armored thermometer, capable of detecting 41 temperature ranges expected in the HMA mix, shall be fi xed in the asphalt binder CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE. OVERLAY (COURT -1-182) SP 33161 1 2 3 1. Shall be self-propelled vehicle , separate from the hauling vehicle or paver. 2. Shall not be connected to the hauling vehicle or paver. 4 5 6 7 3 . May accept HMA directly from the haul vehicle or pick up HMA f rom a wi ndrow. 4 . Shall mix the HMA after delivery by the hauling equipment and prior to placement into the paving machine. 8 9 5. Shall mix the HMA sufficiently to obtain a un iform temperature throughout the mixture . 10 11 To be approved for use, an MTD : 12 13 1. Shall be positively connected to the paver. 14 2. May accept HMA directly from the haul vehicle or pick up HMA from a windrow. 15 3 . Shall mix the HMA after delivery by the hauling equipment and prior to 16 placement into the pav ing machine. 17 4 . Shall mix the HMA sufficiently to obtain a uniform temperature throughout the 18 mixture . 19 20 5-04.3(3) E Rollers 21 Rollers shall be of the steel wheel, vibratory , oscillatory, or pneumatic tire type , in good 22 condition and capable of reversing without backlash . Operation of the roller shall be in 23 accordance with the manufacturer's recommendations . When ordered by the Engineer 24 for any roller planned for use on the project, the Contractor shall provide a copy of the 25 manufacturer's recommendation for the use of that roller for compaction of HMA. The 26 number and weight of rollers shall be sufficient to compact the mixture in compliance with 27 the requirements of Section 5-04 .3(10). The use of equipment that results in crushing of 28 the aggregate will not be permitted . Rollers producing pic kup, washboard , uneven 29 compaction of the surface, displacement of the mixture or other undesirable results shall 30 not be used . 31 32 5-04.3(4) Preparation of Existing Paved Surfaces 33 When the surface of the ex isting pavement or old base is irregular, the Contractor shall 34 bring it to a uniform grade and cross-section as shown on the Plans or approved by the 35 Engineer. 36 37 Preleveling of uneven or broken surfaces over whic h HMA is to be placed may be 38 accomplished by using an asphalt paver, a motor patrol grader, or by hand raking , as 39 approved by the Engineer. 40 41 Compaction of preleveling HMA shall be to the satisfaction of the Engineer and may 42 require the use of small steel wheel rollers, plate compactors, or pneumatic rollers to 43 avoid bridging ac ross preleveled areas by the compaction equipment. Equipment used 44 for the compaction of preleveling HMA shall be approved by the Eng ineer. 45 46 Before construction of HMA on an existing paved surface , the entire surface of the 47 pavement shall be clean . All fatty asphalt patches, grease drippings, and other 48 objectionable matter shall be entirely remo ved from the existing pavement. All pavements C ITY OF PASCO PROJ ECT #CP5-ST-3R-1 9-01 20th AVE. OVERLAY (COURT -1-182) S P 36 16 1 1 or bituminous surfaces shall be thoroughly cleaned of dust, soil, pavement grindings, and 2 other foreign matter. All holes and small depressions shall be filled with an appropriate 3 class of HMA. The surface of the patched area shall be leveled and compacted 4 thoroughly. Prior to the application of tack coat, or paving , the condition of the surface 5 shall be approved by the Engineer. 6 7 A tack coat of asphalt shall be applied to all paved surfaces on which any course of HMA 8 is to be placed or abutted ; except that tack coat may be omitted from clean , newly paved 9 surfaces at the discretion of the Engineer. Tack coat shall be uniformly applied to cover 10 the existing pavement with a thin film of residual asphalt free of streaks and bare spots at 11 a rate between 0.02 and 0.10 gallons per square yard of retained asphalt. The rate of 12 application shall be approved by the Engineer. A heavy application of tack coat shall be 13 applied to all joints. For Roadways open to traffic, the application of tack coat shall be 14 limited to surfaces that will be paved during the same working shift. The spreading 15 equipment shall be equipped with a thermometer to indicate the temperature of the tack 16 coat material. 17 18 Equipment shall not operate on tacked surfaces until the tack has broken and cured. If 19 the Contractor's operation damages the tack coat it shall be repaired prior to placement 20 of the HMA. 21 The tack coat shall be CSS-1 , or CSS-1 h emulsified asphalt. The CSS-1 and CSS-1 h 22 emulsified asphalt may be diluted once with water at a rate not to exceed one part water 23 to one part emulsified asphalt. The tack coat shall have sufficient temperature such that it 24 may be applied uniformly at the specified rate of application and shall not exceed the 25 maximum temperature recommended by the emulsified asphalt manufacturer. 26 27 28 5-04.3(4) A1 General 29 When the Proposal includes a pay item for crack sealing, seal all cracks ¼ inch in width 30 and greater. 31 32 Cleaning : Ensure that cracks are thoroughly clean , dry and free of all loose and foreign 33 material when filling with crack sealant material. Use a hot compressed air lance to dry 34 and warm the pavement surfaces within the crack immediately prior to filling a crack with 35 the sealant material. Do not overheat pavement. Do not use direct flame dryers. Routing 36 cracks is not required . 37 38 Sand Slurry: For cracks that are to be filled with sand slurry, thoroughly mix the 39 components and pour the mixture into the cracks until full. Add additional CSS-1 cationic 40 emulsified asph alt to the sand slurry as needed for workability to ensure the mixture will 41 completely fill the cracks. Strike off the sand slurry flush with the existing pavement 42 surface and allow the mixture to cure. Top off cracks that were not completely filled with 43 additional sand slurry. Do not place the HMA overlay until the slurry has fully cured. 44 45 The sand slurry shall consist of approx imately 20 perce nt CSS-1 emulsified asphalt, 46 approximately 2 percent portland cement, water (if requi red), and the remaind er clean 47 Class 1 or 2 fine aggregate per se ction 9-03.1(2). The components shall be thoroughly 48 mixed and then poured into the cracks and joints until full. The foll owing day, any cracks 49 or joints that are not completely filled shall be topped off with additional sand slurry. After 50 the sand slurry is placed, the filler shall be struc k off flush with the existing pavement 51 surface and all owed to cure . The HMA ove rlay shall not be placed until the slurry has fully CITY OF PASCO PROJECT #CP5-ST-3R-1 9-01 20th AVE. OVERLAY (COURT -1-182) S P 37 161 1 cured. The requirements of Section 1-06 will not apply to the portland cement and sand 2 used in the sand slurry. 3 4 In areas where HMA will be placed , use sand slurry to fill the cracks. 5 6 In areas where HMA will not be placed, fill the cracks as follows : 7 8 1. Cracks ¼ inch to 1 inch in width -fill with hot poured sealant. 9 2. Cracks greater than 1 inch in width -fill with sand slurry. 10 11 Hot Poured Sealant: For cracks that are to be filled with hot poured sealant, apply the 12 material in accordance with these requirements and the manufacturer's 13 recommendations. Furnish a Type 1 Working Drawing of the manufacturer's product 14 information and recommendations to the Engineer prior to the start of work, including the 15 manufacturer's recommended heating time and temperatures, allowable storage time and 16 temperatures after initial heating, allowable reheating criteria, and application 17 temperature range. Confine hot poured sealant material within the crack. Clean any 18 overflow of sealant from the pavement surface. If, in the opinion of the Engineer, the 19 Contractor's method of sealing the cracks with hot poured sealant results in an excessive 20 amount of material on the pavement surface, stop and correct the operation to eliminate 21 the excess material. 22 23 5-04.3(4) A2. Crack Sealing Areas Prior to Paving 24 In areas where HMA will be placed, use sand slurry to fill the cracks. 25 26 (*****") 27 Section 5-4.3(4) A2 is supplemented with the following : 28 29 All cracks shall be cleaned, removing all dirt, sand and weeds. Cleaning methods 30 may be by jet torch , vacuum, and/or compressed air. Other methodology may be 31 considered if it can be demonstrated that it can clean the crack and remove any 32 foreign or vegetative matter. If compressed air is used the air must be free of 33 compressor lubricating oils. 34 35 All cracks are to be sealed prior to paving . 36 37 5-04.3(4) A3 Crack Sealing Areas Not to be Paved 38 In areas where HMA will not be placed, fill the cracks as follows : 39 40 A. Cracks ¼ inch to 1 inch in width -fill with hot poured sealant. 41 B. Cracks greater than 1 inch in width -fill with sand slurry. 42 43 5-04.3(4) B Vacant 44 45 5-04.3(4) C Pavement Repair 46 The Contractor shall excavate pavement repair areas and shall backfill these with HMA in 47 accordance with the details shown in the Plans and as marked in the field. The 48 Contractor shall conduct the excavation operations in a manner that will protect the CITY OF PASCO PROJECT #CP5-ST-3R-19-01 201" AVE. OVERLAY (COURT -I-182) SP 38 161 1 pavement that is to remain. Pavement not designated to be removed that is damaged as 2 a result of the Contractor's operations shall be repaired by the Contractor to the 3 satisfaction of the Engineer at no cost to the Contracting Agency. The Contractor shall 4 excavate only within one lane at a time unless approved otherwise by the Engineer. The 5 Contractor shall not excavate more area than can be completely finished during the same 6 shift, unless approved by the Engineer. 7 8 Unless otherwise shown in the Plans or determined by the Engineer, excavate to a 9 depth of 1.0 feet. The Engineer will make the final determination of the 10 excavation depth required . The minimum width of any pavement repair area shall be 40 11 inches unless shown otherwise in the Plans. Before any excavation, the existing 12 pavement shall be sawcut or shall be removed by a pavement grinder. Excavated 13 materials will become the property of the Contractor and shall be disposed of in a 14 Contractor-provided site off the Right of Way or used in accordance with Sections 2- 15 02.3(3) or 9-03.21. 16 17 Asphalt for tack coat shall be required as specified in Section 5-04.3( 4 ). A heavy 18 application of tack coat shall be applied to all surfaces of existing pavement in the 19 pavement repair area. 20 21 Placement of the HMA backfill shall be accomplished in lifts not to exceed 0.35-foot 22 compacted depth. Lifts that exceed 0.35-foot of compacted depth may be accomplished 23 with the approval of the Engineer. Each lift shall be thoroughly compacted by a 24 mechanical tamper or a roller. 25 26 5-04.3(5) Producing/Stockpiling Aggregates and RAP 27 Aggregates and RAP shall be stockpiled according to the requirements of Section 3-02. 28 Sufficient storage space shall be provided for each size of aggregate and RAP . Materials 29 shall be removed from stockpile(s) in a manner to ensure minimal segregation when 30 being moved to the HMA plant for processing into the final mixture. Different aggregate 31 sizes shall be kept separated until they have been delivered to the HMA plant. 32 33 5-04.3(5) A Vacant 34 35 5-04.3(6) Mixing 36 After the required amount of mineral materials, asphalt binder, recycling agent and anti- 37 stripping additives have been introduced into the mixer the HMA shall be mixed until 38 complete and uniform coating of the particles and thorough distribution of the asphalt 39 binder throughout the mineral materials is ensured. 40 41 When discharged, the temperature of the HMA shall not exceed the optimum mixing 42 temperature by more than 25°F as shown on the reference mix design report or as 43 approved by the Engineer. Also , when a WMA additive is included in the manufacture of 44 HMA, the discharge temperature of the HMA shall not exceed the maximum 45 recommended by the manufacturer of the WMA additive. A maximum water content of 2 46 percent in the mix, at discharge, will be allowed providing th.e water causes no problems 47 with handling , stripping , or flushing . If the water in the HMA causes any of these 48 problems, the moisture content shall be reduced as directed by the Engineer. 49 CITY O F PASCO PROJ ECT #CP5-ST-3R-19-01 20th AV E. OVE RLAY (COURT -1-182) s P 39 I 6 1 1 Storing or holding of the HMA in approved storage facil ities will be permitted with 2 approval of the Engineer, but in no event shall the HMA be held for more than 24 hours. 3 HMA held for more than 24 hours after mixing shall be rejected . Rejected HMA shall be 4 disposed of by the Contractor at no expense to the Contracting Agency. The storage 5 facility shall have an accessible device located at the top of the cone or about the third 6 point. The device shall indicate the amount of material in storage. No HMA shall be 7 accepted from the storage facility when the HMA in storage is below the top of the cone 8 of the storage facility, except as the storage facility is being emptied at the end of the 9 working shift. 10 11 Recycled asphalt pavement (RAP) utilized in the production of HMA shall be sized prior 12 to entering the mixer so that a uniform and thoroughly mixed HMA is produced. If there is 13 evidence of the recycled asphalt pavement not breaking down during the heating and 14 mixing of the HMA, the Contractor shall immediately suspend the use of the RAP until 15 changes have been approved by the Engineer. After the required amount of mineral 16 materials, RAP , new asphalt binder and asphalt rejuvenator have been introduced into 17 the mixer the HMA shall be mixed until complete and uniform coating of the particles and 18 thorough distribution of the asphalt binde r throughout the mineral materials, and RAP is 19 ensured . 20 21 5-04.3(7) Spreading and Finishing 22 The mixture shall be laid upon an approved surface , spread, and struck off to the grade 23 and elevation established . HMA pavers complying with Section 5-04 .3(3) shall be used to 24 distribute the mixture. Unless otherwise directed by the Engineer, the nominal compacted 25 depth of any layer of any course shall not exceed the following: 26 27 HMA Class 1" 0.35 feet 28 HMA Class ¾" and HMA Class ½" 29 wearing course 0 .30 feet 30 other courses 0.35 feet 31 HMA Class¾" 0.15 feet 32 33 On areas where irregularities or unavoidable obstacles make the use of mechanical 34 spreading and finishing equipment impractical, the paving may be done with other 35 equipment or by hand . 36 37 When more than one JMF is being utilized to produce HMA, the material produced for 38 each JMF shall be placed by separate spreading and compacting equipment. The 39 intermingling of HMA produced from more than one JMF is prohibited. Each strip of HMA 40 placed during a work shift shall conform to a single JMF established for the class of HMA 41 specified unless there is a need to make an adjustment in the JMF. 42 43 5-04.3(8) Aggregate Acceptance Prior to Incorporation in HMA 44 For HMA accepted by nonstatistical evaluation the aggregate properties of sand 45 equivalent, uncompacted void content and fracture will be evaluated in accordance with 46 Section 3-04 . Sampling and testing of aggregates for HMA accepted by commercia l 47 evaluation will be at the option of the Engineer. 48 49 5-04.3(9) HMA Mixture Acceptance C ITY OF PA SCO PROJECT #CP5-ST-3R-19-01 20th A VE. OVERLAY (COURT -1-182) s P 40 I 6 1 1 Acceptance of HMA shall be as provided under nonstatistical, or commercial evaluation . 2 3 Nonstatistical evaluation will be used for the acceptance of HMA unless Commercial 4 Evaluation is specified . 5 6 Commercial evaluation will be used for Commercial HMA and for other classes of HMA in 7 the following applications: s idewalks, road approaches, ditches, slopes , paths, trails , 8 gores, prelevel, temporary pavement, and pavement repair. Other nonstructural 9 applications of HMA accepted by commercial evaluation shall be as approved by the 10 Engineer. Sampling and testing of HMA accepted by commercial evaluation will be at the 11 option of the Engineer. 12 13 The mix design will be the initial JMF for the class of HMA. The Contractor may request a 14 change in the JMF. Any adjustments to the JMF will require the approval of the Engineer 15 and may be made in accordance with this section . 16 17 HMA Tolerances and Adjustments 18 1. Job Mix Formula Tolerances -The constituents of the mixture at the time of 19 acceptance shall be within tolerance. The tolerance limits will be established as 20 follows: 21 For Asphalt Binder and Air Voids (Va), the acceptance limits are determined 22 by adding the tolerances below to the approved JMF values . These values 23 will also be the Upper Specification Limit (USL) and Lower Specification Limit 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 LSL) required in Section 1-06.2(2)02 Property Non-Statistical Evaluation Commercial Evaluation Asohalt Binder +/-0.5% +/-0 .7% Air Voids , Va 2.5% min . and 5.5% max N/A For Aggregates in the mixture: a. First, determine preliminary upper and lower acceptance limits by applying the following t I t th d JMF o erances o e aoorove Aggregat e Perc ent N on-Statistical Commercial Passino Evaluation Evaluation 1", ¾",½",and 3/8" sieves +/-6% +/-8% No. 4 sieve +/-6% +/-8% No. 8 S ieve +/-6% +/-8% No. 200 sieve +/-2 .0% +/-3 .0% b. Second , adjust the preliminary upper and lower acceptance limits determined from step (a) the minimum amount necessary so that none of the aggregate properties are outside the control points in Section 9-03.8(6). The resulting values will be the upper and lower acceptance limits for aggregates, as well as the USL and LSL required in Section 1-06.2(2)02. 2 . Job Mi x Formula Adjustments -An adjustment to the aggregate gra dation or asphalt binder content of the JMF requires approval of the Engineer. Adjustments to the JMF will only be considered if the change produces material of equal or better quality and may require the development of a new mix design if the adjustment exce eds the amounts listed below. a. Aggregates -2 perce nt for the aggregate passing the 1 ½", 1 ", ¾", ½", ¾", and the No . 4 sieves, 1 percent for aggregate passing the No. 8 sieve, and 0 .5 percent for the aggregate passing the No . 200 sieve . The adjusted JMF shall be within the range of the control points in Section 9-03.8(6). CITY OF PASCO PROJ ECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) SP 41161 1 b . Asphalt Binder Content -The Engineer may order or approve changes to 2 asphalt binder content. The maximum adjustment from the approved mix 3 design for the asphalt binder content shall be 0 .3 percent 4 5 5-04.3(9) A Vacant 6 7 5-04.3(9) B Vacant 8 9 5-04.3(9) C Mixture Acceptance -Nonstatistical Evaluation 10 11 HMA mixture which is accepted by Nonstatistical Evaluation will be evaluated by the 12 Contracting Agency by dividing the HMA tonnage into lots. 13 14 5-04.3(9) C1 Mixture Nonstatistical Evaluation -Lots and Sublots 15 A lot is represented by randomly selected samples of the same mix design that will be 16 tested for acceptance . A lot is defined as the total quantity of material or work produced 17 for each Job Mix Formula placed . Only one lot per JMF is expected . A sublot shall be 18 equal to one day's production or 800 tons, whichever is less except that the final sublot 19 will be a minimum of 400 tons and may be increased to 1200 tons. 20 21 All of the test results obtained from the acceptance samples from a given lot shall be 22 evaluated collectively. If the Contractor requests a change to the JMF that is approved , 23 the material produced after the change will be evaluated on the basis of the new JMF for 24 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot in 25 progress with a CPF less than 0 .75, a new lot will begin at the Contractor's request after 26 the Engineer is satisfied that material conforming to the Specifications can be produced . 27 28 Sampling and testing for evaluation shall be performed on the frequency of one sample 29 per sublot. 30 31 5-04.3(9) C2 Mixture Nonstatistical Evaluation Sampling 32 Samples for acceptance testing shall be obtained by the Contractor when ordered by the 33 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer 34 and in accordance with AASH-TO T 168. A minimum of three samples should be taken 35 for each class of HMA placed on a project. If used in a structural application , at least one 36 of the three samples shall to be tested . 37 38 Sampling and testing HMA in a Structural application where quantities are less than 400 39 tons is at the discretion of the Engineer. 40 41 For HMA used in a structural application and with a total project quantity less than 800 42 tons but more than 400 tons, a minimum of one acceptance test shall be performed . In all 43 cases , a minimum of 3 samples will be obtained at the point of acceptance, a minimum of 44 one of the three samples will be tested for conformance to the JMF: 45 46 • If the test results are found to be within specification requirements, additional 47 testing will be at the Engineer's discretion . CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE . O VERLAY (COURT-I-182) s P 4 2 I 6 1 1 2 3 4 • If test results are found not to be within specification requirements, additional testing of the remaining samples to determine a Composite Pay Factor (CPF) shall be performed. 5 5-04.3(9) C3 Mixture Nonstatistical Evaluation -Acceptance Testing 6 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If 7 tested, compliance of Va will use WSDOT SOP 731 . 8 9 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T 10 308. 11 12 Testing for compliance of gradation will be by FOP for WAQTC T 27 rr 11. 13 14 5-04.3(9) C4 Mixture Nonstatistical Evaluation -Pay Factors 15 For each lot of material falling outside the tolerance limits in 5-04.3(9), the Contracting 16 Agency will determine a Composite Pay Factor (CPF) using the following price 17 adjustment factors: 18 Table of Price Adjustment Factors Constituent Factor "f' All aggregate passing: 1½", 1", ¾", ½",¾"and 2 No.4 sieves All aggregate passing No. 8 sieve 15 All aggregate passing No. 200 sieve 20 Asphalt binder 40 Air Voids (Va) (where applicable) 20 19 20 Each lot of HMA produced under Nonstatistical Evaluation and having all constituents 21 falling within the tolerance limits of the job mix formula shall be accepted at the unit 22 Contract price with no further evaluation. When one or more constituents fall outside the 23 nonstatistical tolerance limits in the Job Mix Formula shown in Table of Price Adjustment 24 Factors, the lot shall be evaluated in accordance with Section 1-06.2 to determine the 25 appropriate CPF. The nonstatistical tolerance limits will be used in the calculation of the 26 CPF and the maximum CPF shall be 1.00. When less than three sublots exist, backup 27 samples of the existing sublots or samples from the Roadway shall be tested to provide a 28 minimum of three sets of results for evaluation. 29 30 5-04.3(9) CS Vacant 31 32 5-04.3(9) C6 Mixture Nonstatistical Evaluation -Price Adjustments 33 For each lot of HMA mix produced under Nonstatistical Evaluation when the calculated 34 CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be determined. The 35 NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 60 percent. The 36 total job mix compliance price adjustment will be calculated as the product of the NCMF, 37 the quantity of HMA in the lot in tons, and the unit Contract price per ton of mix. 38 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE. OVERLAY (COURT -1-182) SP 43161 1 If a constituent is not mea_sured in accordance with these Specifications, its individual pay 2 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 3 4 5-04.3(9) C7 Mixture Nonstatistical Evaluation -Retests 5 The Contractor may request a sublot be retested . To request a retest , the Contractor 6 shall submit a written request within 7 calendar days after the specific test results have 7 been received. A split of the original acceptance sample will be retested . The split of the 8 sample will not be tested with the same tester that ran the original acceptance test. The 9 sample will be tested for a complete gradation analysis, asphalt binder content, and, at 10 the option of the agency, Va . The results of the retest will be used for the acceptance of 11 the HMA in place of the original sublot sample test results . The cost of testing will be 12 deducted from any monies due or that may come due the Contractor under the Contract 13 at the rate of $500 per sample. 14 15 5-04.3 (9) D Mixture Acceptance -Commercial Evaluation 16 If sampled and tested, HMA produced under Commercial Evaluation and having all 17 constituents falling within the tolerance limits of the job mix formula shall be accepted at 18 the unit Contract price with no further evaluation. When one or more constituents fall 19 outside the commercial tolerance limits in the Job Mix Formula shown in 5-04 .3(9), the lot 20 shall be evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. 21 The commercial tolerance limits will be used in the calculation of the CPF and the 22 maximum CPF shall be 1.00. When less than three sublots exist, backup samples of the 23 existing sublots or samples from the street shall be tested to provide a minimum of three 24 sets of results for evaluation . 25 26 For each lot of HMA mix produced and tested under Commercial Evaluation when the 27 calculated CPF is less than 1.00, a Nonconforming Mix Factor (NCMF) will be 28 determined . The NCMF equals the algebraic difference of CPF minus 1.00 multiplied by 29 60 percent. The Job Mix Compliance Price Adjustment will be calculated as the product 30 of the NCMF, the quantity of HMA in the lot in tons , and the unit Contract price per ton of 31 mix. 32 33 If a constituent is not measured in accordance with these Specifications, its individual pay 34 factor will be considered 1.00 in calculating the Composite Pay Factor (CPF). 35 36 5-04.3(10) HMA Compaction Acceptance 37 HMA mixture accepted by nonstatistical evaluation that is used in traffic lanes, including 38 lanes for intersections, ramps, truck climbing, weaving, and speed change, and having a 39 specified compacted course thickness greater than 0.10-foot, shall be compacted to a 40 specified level of relative density. The specified level of relative density shall be a 41 Composite Pay Factor (CPF) of not less than 0 .75 when evaluated in accordance with 42 Section 1-06.2, using a LSL of 92 .0 (minimum of 92 percent of the maximum density). 43 The maximum density shall be determined by WSDOT FOP for AASHTO T 729. The 44 specified level of density attained will be determined by the evaluation of the density of 45 the pavement. The density of the pavement shall be determined in accordance with 46 WSDOT FOP for WAQTC TM 8, except that gauge correlation will be at the discretion of 47 the Engineer, when using the nuclear density gauge and WSDOT SOP 736 when using 48 cores to determine density. 49 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) SP 44161 1 Tests for the determination of the pavement density will be taken in accordance with the 2 required procedures for measurement by a nuclear density gauge or roadway cores after 3 completion of the finish rolling . 4 5 If the Contracting Agency uses a nuclear density gauge to determine density the test 6 procedures FOP for WAQTC TM 8 and WSDOT SOP T 729 will be used on the day the 7 mix is placed and prior to opening to traffic. 8 9 Roadway cores for density may be obtained by either the Contracting Agency or the 10 Contractor in accordance with WSDOT SOP 734. The core diameter shall be 4-inches 11 minimum, unless otherwise approved by the Engineer. 12 13 Roadway cores will be tested by the Contracting Agency in accordance with WSDOT 14 FOP for AASHTO T 166. 15 16 If the Contract includes the Bid item "Roadway Core" the cores shall be obtained by the 17 Contractor in the presence of the Engineer on the same day the mix is placed and at 18 locations designated by the Engineer. If the Contract does not include the Bid item 19 "Roadway Core" the Contracting Agency will obtain the cores. 20 21 For a lot in progress with a CPF less than 0 .75, a new lot will begin at the Contractor's 22 request after the Engineer is satisfied that material conforming to the Specifications can 23 be produced. 24 25 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 26 other than those listed above shall be compacted on the basis of a test point evaluation 27 of the compaction train. The test point evaluation shall be performed in accordance with 28 instructions from the Engineer. The number of passes with an approved compaction train , 29 required to attain the maximum test point density, shall be used on all subsequent 30 paving . 31 32 HMA for preleveling shall be thoroughly compacted. HMA that is used for preleve ling 33 wheel rutting shall be compacted with a pneumatic tire roller unless otherwise approved 34 by the Engineer. 35 36 Test Results 37 For a sublot that has been tested w ith a nuclear density gauge that did not meet the 38 minimum of 92 percent of the reference maximum density in a compaction lot with a CPF 39 below 1 .00 and thus subject to a price reduction or rejection, the Contractor may request 40 that a core be used for determination of the relative density of the sublot. The relative 41 density of the core will replace the relative density determined by the nuclear density 42 gauge for the sublot and will be used for calculation of the CPF and acceptance of HMA 43 compaction lot. 44 45 When cores are taken by th e Contracting Agency at the request of the Contractor, they 46 shall be requested by noon of the next workday after the test results for the sublot have 4 7 been provided or made available to the Contractor. Core locations shall be outsid e of 48 wheel paths and as determined by the Engineer. Traffic control shall be provided by the 49 Contractor as requested by the Engineer. Failure by the Contractor to provide the 50 requested traffic control will result in forfeiture of the request for cores. When the CPF for CITY OF PASCO P ROJECT #CP5-ST -3 R-19-01 20th AVE. OVERLAY (COURT -1-182) S P 4 5 161 1 the lot based on the results of the HMA cores is less than 1.00, the cost for the coring will 2 be deducted from any monies due or that may become due the Contractor under the 3 Contract at the rate of $200 per core and the Contractor shall pay for the cost of the 4 traffic control. 5 6 5-04.3(10) A HMA Compaction -General Compaction Requirements 7 Compaction shall take place when the mixture is in the proper condition so that no undue 8 displacement, cracking , or shoving occurs . Areas inaccessible to large compaction 9 equipment shall be compacted by other mechanical means. Any HMA that becomes 10 loose, broken, contaminated, shows an excess or deficiency of asphalt, or is in any way 11 defective , shall be removed and replaced with new hot mix that shall be immediately 12 compacted to conform to the surrounding area. 13 14 The type of rollers to be used and their relative position in the compaction sequence shall 15 generally be the Contractor's option, provided the specified densities are attained. Unless 16 the Engineer has approved otherwise, rollers shall only be operated in the static mode 17 when the internal temperature of the mix is less than 175°F. Regardless of mix 18 temperature, a roller shall not be operated in a mode that results in checking or cracking 19 of the mat. Rollers shall only be operated in static mode on bridge decks. 20 21 5-04.3(10) B HMA Compaction -Cyclic Density 22 Low cyclic density areas are defined as spots or streaks in the pavement that are less 23 than 90 percent of the theoretical maximum density. At the Engineer's discretion, the 24 Engineer may evaluate the HMA pavement for low cyclic density, and when doing so will 25 follow WSDOT SOP 733. A $500 Cyclic Density Price Adjustment will be assessed for 26 any 500-foot section with two or more density readings below 90 percent of the 27 theoretical maximum density. 28 29 5-04.3(10) C Vacant 30 31 5-04.3(10) D HMA Nonstatistical Compaction 32 33 5-04.3(10) D1 HMA Nonstatistical Compaction -Lots and Su blots 34 HMA compaction which is accepted by nonstatistical evaluation will be based on 35 acceptance testing performed by the Contracting Agency dividing the project into 36 compaction lots. 37 38 A lot is represented by randomly selected samples of the same mix design that will be 39 tested for acceptance. A lot is defined as the total quantity of material or work produced 40 for each Job Mix Formula placed . Only one lot per JMF is expected . A sublot shall be 41 equal to one day's production or 400 tons, whichever is less except that the final sublot 42 will be a minimum of 200 tons and may be increased to 800 tons. Testing for compaction 43 will be at the rate of 5 tests per sublot per WSDOT T 738. 44 45 The sublot locations within each density lot will be determined by the Engineer. For a lot 46 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request 47 after the Engineer is satisfied that material conforming to the Specifications can be 48 produced. 49 CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th A VE. O VERLAY (COURT -1-182) S P 46 161 1 HMA mixture accepted by commercial evaluation and HMA constructed under conditions 2 other than those listed above shall be compacted on the basis of a test point evaluation 3 of the compaction train . The test point evaluation shall be performed in accordance with 4 instructions from the Engineer. The number of passes with an approved compaction train, 5 required to attain the maximum test point density, shall be used on all subsequent 6 paving. 7 8 HMA for preleveling shall be thoroughly compacted. HMA that is used to prelevel wheel 9 ruts shall be compacted with a pneumatic tire roller unless otherwise approved by the 10 Engineer. 11 12 5-04.3(10) D2 HMA Compaction Nonstatistical Evaluation -Acceptance Testing 13 The location of the HMA compaction acceptance tests will be randomly selected by the 14 Engineer from within each sublet, with one test per sublet. 15 16 5-04.3(10) D3 HMA Nonstatistical Compaction -Price Adjustments 17 For each compaction lot with one or two sublets, having all sublots attain a relative 18 density that is 92 percent of the reference maximum density the HMA shall be accepted 19 at the unit Contract price with no further evaluation. When a sublot does not attain a 20 relative density that is 92 percent of the reference maximum density, the lot shall be 21 evaluated in accordance with Section 1-06.2 to determine the appropriate CPF. The 22 maximum CPF shall be 1.00, however, lots with a calculated CPF in excess of 1.00 will 23 be used to offset lots with CPF values below 1.00 but greater than 0.90 . Lots with CPF 24 lower than 0.90 will be evaluated for compliance per 5-04.3(11 ). Additional testing by 25 either a nuclear moisture-density gauge or cores will be completed as required to provide 26 a minimum of three tests for evaluation. 27 28 For compaction below the required 92% a Non-Conforming Compaction Factor (NCCF) 29 will be determined. The NCCF equals the algebraic difference of CPF minus 1.00 30 multiplied by 40 percent. The Compaction Price Adjustment will be calculated as the 31 product of CPF , the quantity of HMA in the compaction control lot in tons, and the unit 32 Contract price per ton of mix. 33 34 5-04.3(11) Reject Work 35 36 5-04.3(11) A Reject Work General 37 Work that is defective or does not conform to Contract requirements shall be rejected. 38 The Contractor may propose, in writing , alternatives to removal and replacement of 39 rejected material. Acceptability of such alternative proposals will be determined at the 40 sole discretion of the Engineer. HMA that has been rejected is subject to the 41 requirements in Section 1-06.2(2) and this specification, and the Contractor shall submit 42 a corrective action proposal to the Engineer for approval. 43 44 5-04.3(11) B Rejection by Contractor 45 The Contractor may, prior to sampling, elect to remove any defective material and 46 replace it with new material. Any such new material will be sampled, tested, and 47 evaluated for acceptance. 48 49 5-04.3(11) C Rejection Without Testing (Mixture or Compaction) CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) S P 4 7 161 1 The Engineer may, without sampling , reject any batch, load, or section of Roadway that 2 appears defective . Material rejected before placement shall not be incorporated into the 3 pavement. Any rejected section of Roadway shall be removed . 4 5 No payment will be made for the rejected materials or the removal of the materials 6 unless the Contractor requests that the rejected material be tested. If the Contractor 7 elects to have the rejected material tested, a minimum of three representative samples 8 will be obtained and tested. Acceptance of rejected material will be based on 9 conformance with the nonstatistical acceptance Specification . If the CPF for the rejected 10 material is less than 0 .75 , no payment 11 will be made for the rejected material ; in addition, the cost of sampling and testing shall 12 be borne by the Contractor. If the CPF is greater than or equal to 0. 75, the cost of 13 sampling and testing will be borne by the Contracting Agency. If the material is rejected 14 before placement and the CPF is greater than or equal to 0.75, compensation for the 15 rejected material will be at a CPF of 0 .75 . If rejection occurs after placement and the CPF 16 is greater than or equal to 0. 75, compensation for the rejected material will be at the 17 calculated CPF with an addition of 25 percent of the unit Contract price added for the cost 18 of removal and disposal. 19 20 5-04.3(11) D Rejection -A Partial Su blot 21 In addition to the random acceptance sampling and testing, the Engineer may also isolate 22 from a normal sublot any material that is suspected of being defective in relative density, 23 gradation or asphalt binder content. Such isolated material will not include an original 24 sample location . A minimum of three random samples of the suspect material will be 25 obtained and tested . The material will then be statistically evaluated as an independent 26 lot in accordance with Section 1-06.2(2). 27 28 5-04.3(11) E Rejection -An Entire Su blot 29 An entire sublot that is suspected of being defective may be rejected . When a sublot is 30 rejected a minimum of two additional random samples from this sublot will be obtained . 31 These additional samples and the original sublot will be evaluated as an independent lot 32 in accordance with Section 1-06.2(2). 33 34 5-04.3(11) F Rejection -A Lot in Progress 35 The Contractor shall shut down operations and shall not resume HMA placement until 36 such time as the Engineer is satisfied that material conforming to the Specifications can 37 be produced : 38 39 1. When the Composite Pay Factor (CPF) of a lot in progress drops below 1.00 and 40 the Contractor is taking no corrective action, or 41 2 . When the Pay Factor (PF) for any constituent of a lot in progress drops below 42 0.95 and the Contractor is taking no corrective action , or 43 3 . When either the PFi for any constituent or the CPF of a lot in progress is less than 44 0.75 . 45 46 5-04.3(11) G Rejection -An Entire Lot (Mixture or Compaction) 47 An entire lot with a CPF of less than 0 .75 will be rejected . 48 49 CITY OF PASCO PROJECT #CP5-ST-3R-19-0 1 20th AVE . OVERLAY (COURT -1-182) s P 48 I 61 1 5-04.3(12) Joints 2 3 5-04.3(12) A HMA Joints 4 5 5-04.3(12) A1 Transverse Joints 6 The Contractor shall conduct operations such that the placing of the top or wearing 7 course is a continuous operation or as close to continuous as possible. Unscheduled 8 transverse joints will be allowed and the roller may pass over the unprotected end of the 9 freshly laid mixture only when the placement of the course must be discontinued for such 10 a length of time that the mixture will cool below compaction tempe rature. When the Work 11 is resumed, the previously compacted mixture shall be cut back to produce a slightly 12 beveled edge for the full thickness of the course. 13 14 A temporary wedge of HMA constructed on a 20H: 1 V shall be constructed where a 15 transverse joint as a result of paving or plan ing is open to traffic. The HMA in the 16 temporary wedge shall be separated from the permanent HMA by strips of heavy 17 wrapping paper or other methods approved by the Engineer. The wrapping paper shall 18 be removed and the joint trimmed to a slightly beveled edge for the full thickness of the 19 course prior to resumption of paving . 20 21 The material that is cut away shall be wasted and new mix shall be laid against the cut. 22 Rollers or tamping irons shall be used to seal the joint. 23 24 5-04.3(12) A2 Longitudinal Joints 25 The longitudinal joint in any one course shall be offset from the course immediately below 26 by not more than 6 inches nor less than 2 inches . All longitudinal joints constructed in the 27 wearing course shall be located at a lane line or an edge line of the Traveled Way. A 28 notched wedge joint shall be constructed along all longitudinal joints in the wearing 29 surface of new HMA unless otherwise approved by the Engineer. The notched wedge 30 joint shall have a vertical edge of not less than the maxirrium aggregate size or more than 31 ½ of the compacted lift thickness and then taper down on a slope not steeper than 32 4H: 1 V. The sloped portion of the HMA notched wedge joint shall be uniformly compacted . 33 34 (**H**) 35 Supplement Section 5-04 .3(12) A2 with the Following: 36 37 One Longitudinal Cold Joint is allowed for the whole width of the road . 38 The Longitudinal Cold joint shall be located at a center line of the pavement. 39 40 41 5-04.3(12) B Bridge Paving Joint Seals 42 43 5-04.3(12) 81 HMA Sawcut and Seal 44 Prior to placing HMA on the bridge deck, establish sawcut alignment points at both ends 45 of the bridge paving joint seals to be placed at the bridge ends, and at interior joints 46 within the bridge deck when and where shown in the Plans . Establish the sawcut 47 alignment points in a manner that they remain functional for use in aligning the sawcut 48 after placing the overlay. C ITY OF PASC O PROJ ECT #CP5-ST-3 R-19-01 2Q'h AVE . OV ERLAY (COURT -1-182) SP 49161 1 2 Submit a Type 1 Working Drawing consisting of the sealant manufacturer's application 3 procedure. 4 5 Construct the bridge pa ving joint seal as specified ion the Plans and in accordance with 6 the detail shown in the Standard Plans . Construct the sawcut in accordance with the 7 detail shown in the Standard Plan . Construct the sawcut in accordance with Se ction 5- 8 05 .3(8)8 and the manufacturer's application procedure. 9 10 5-04.3(12) B2 Paved Panel Joint Seal 11 Construct the paved panel joint seal in accordance with the requirements specified in 12 section 5-04.3(12 )81 and the following requirement: 13 14 1. Clean and seal the existing joint between concrete panels in accordance with 15 Section 5-01 .3(8) and the details shown in the Standard Plans . 16 17 5-04.3(13) Surface Smoothness 18 The completed surface of all courses shall be of uniform texture , smooth, uniform as to 19 crown and grade, and free from defects of all kinds . The completed surface of the 20 wearing co urse shall not vary more than ¼ inch from the lower ed ge of a 10-foot 21 straightedge placed on the surface parallel to the centerline. The transverse slope of the 22 completed surface of the we aring course shall vary not more than ¼ inch in 10 feet from 23 the rate of transverse slope shown in the Plans. 24 25 When deviations in excess of the above tolerances are found that result from a high place 26 in the HMA, the pavement surfa ce shall be corrected by one of the following methods: 27 28 1. Removal of material from high places by grinding with an approved grinding 29 machine , or 30 2 . Removal and replacement of the wearing course of HMA, or 31 3 . By other method approved by the Engineer. 32 33 Correction of defects shall be carried out until there are no devi ations anywhere greater 34 than the allowable tolerances. 35 36 Deviations in excess of the above tolerances that result from a low place in the HMA and 37 deviations resulting from a high place w here corrective action , in the opinion of the 38 Engineer, will not produce satisfactory results will be accepted with a price adjustment. 39 The Engineer shall deduct from monies due or that may become due to the Contractor 40 the sum of $500 .00 for each and every section of single traffic lane 100 feet in length in 41 which any excessive deviations described above are found . 42 43 When utility appurtenances such as manhole covers and valve boxes are located in the 44 traveled way , the utility appurtenances shall be adjusted to the finished grade prior to 45 paving. This requirement may be waived when requested by the Contractor, at the 46 discretion of the Engineer or when the adjustment details provided in the project plan or 47 specifications call for utility appurtenance adjustments after the completion of paving . 48 C ITY OF PA SCO PR OJECT #CP5-ST-3R-19 -01 W " AVE. OVE RLA Y (COURT -1-182) S P 501 6 1 1 Utility appurtenance adjustment discussions will be included in the Pre-Paving planning 2 (5-04.3(14)83). Submit a written request to waive this requirement to the Engineer prior 3 to the start of paving. 4 5 5-04.3(14) Planing (Milling) Bituminous Pavement 6 The planning plan must be approved by the Engineer and a pre planning meeting must 7 be held prior to the start of any planing . See Section 5-04.3(14)82 for information on 8 planning submittals. 9 10 Locations of existing surfacing to be planed are as shown in the Drawings. 11 12 Where planing an existing pavement is specified in the Contract, the Contractor must 13 remove existing surfacing material and to reshape the surface to remove irregularities. 14 The finished product must be a prepared surface acceptable for receiving an HMA 15 overlay. 16 17 Use the cold milling method for planing unless otherwise specified in the Contract. Do not 18 use the planer on the final wearing course of new HMA. 19 20 Conduct planing operations in a manner that does not tear, break, burn , or otherwise 21 damage the surface which is to remain. The finished planed surface must be slightly 22 grooved or roughened and must be free from gouges, deep grooves, ridges, or other 23 imperfections. The Contractor must repair any damage to the surface by the Contractor's 24 planing equipment, using an Engineer approved method. 25 26 Repair or replace any metal castings and other surface improvements damaged by 27 planing , as determined by the Engineer. 28 29 A tapered wedge cut must be planed longitudinally along curb lines sufficient to provide a 30 minimum of 4 inches of curb reveal after placement and compaction of the final wearing 31 course. The dimensions of the wedge must be as shown on the Drawings or as specified 32 by the Engineer. 33 34 A tapered wedge cut must also be made at transitions to adjoining pavement surfaces 35 (meet lines) where butt joints are shown on the Drawings . Cut butt joints in a straight line 36 with vertical faces 2 inches or more in height, producing a smooth transition to the 37 existing adjoining pavement. 38 39 After planing is complete, planed surfaces must be swept, cleaned , and if required by the 40 Contract, patched and preleveled . 41 42 The Engineer may direct additional depth planing . Before performing this additional depth 4 3 planing, the Contractor must conduct a hidden metal in pavement detection survey as 44 specified in Section 5-04.3(14)A. 45 46 47 48 CITY OF PASCO P ROJ ECT #CP5-ST-3R-19-01 2Qlh AVE . OVERLAY (COURT -1-182) S P 51 I61 1 5-04.3(14) A Pre-Planing Metal Detection Check 2 Before starting planing of pavements, and before any additional depth planing required 3 by the Engineer, the Contractor must conduct a physical survey of existing pavement to 4 be planed with equipment that can identify hidden metal objects. 5 6 Should such metal be identified, promptly notify the Engineer. 7 8 See Section 1-07.16(1) regarding the protection of survey monumentation that may be 9 hidden in pavement. 10 11 The Contractor is solely responsible for any damage to equipment resulting from the 12 Contractor's failure to conduct a pre-planing metal detection survey, or from the 13 Contractor's failure to notify the Engineer of any hidden metal that is detected . 14 15 5-04.3(14)8 Paving and Planing Under Traffic 16 17 5-04.3(14)81 General 18 In addition the requirements of Section 1-07.23 and the traffic controls required in Section 19 1-10, and unless the Contract specifies otherwise or the Engineer approves, the 20 Contractor must comply with the following: 21 22 1. Intersections: 23 a. Keep intersections open to traffic at all times, except when paving or planing 24 operations through an intersection requires closure . Such closure must be kept 25 to the minimum time required to place and compact the HMA mixture, or plane 26 as appropriate. For paving , schedule such closure to individua l lanes or portions 27 thereof that allows the traffic volumes and schedule of traffic volumes required in 28 the approved traffic control plan. Schedule work so that adjacent intersections 29 are not impacted at the same time and comply with the traffic control restrictions 30 required by the Traffic Engineer. Each individual intersection closure or partial 31 closure, must be addressed in the traffic control plan , which must be submitted to 32 and accepted by the Engineer, see Section 1-10.2(2). 33 b . When planing or paving and related construction must occur in an 34 intersection, consider scheduling and sequencing such work into quarters of the 35 intersection, or half or more of an intersection with side street detours. Be 36 prepared to sequence the work to individual lanes or portions thereof. 37 c . Should closure of the intersection in its entirety be necessary, and no trolley 38 service is impacted, keep such closure to the minimum time required to place 39 and compact the HMA mixture, plane, remove asphalt, tack coat, and as needed . 40 d . Any work in an intersection requires advance warning in both signage and a 41 number of Working Days advance notice as determined by the Engineer, to alert 42 traffic and emergency services of the intersection closure or partial closure . 43 e. Allow new compacted HMA asphalt to cool to ambient temperature before any 44 traffic is allowed on it. Traffic is not allowed on newly placed asphalt until 45 approval has been obtained from the Engineer. 46 2 . Temporary centerline marking, post-paving temporary marking , temporary stop 47 bars, and maintaining temporary pavement marking must comply with Section 48 8-23 . 49 3. Permanent pavement marking must comply with Section 8-22. CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) s P s2 I 61 1 2 5-04.3(14)62 Submittals -Planing Plan and HMA Paving Plan 3 4 The Contractor must submit a separate planing plan and a separate paving plan to the 5 Engineer at least 5 Working Days in advance of each operation's activity start date. 6 These plans must show how the moving operation and traffic control are coordinated , as 7 they will be discussed at the pre-planing briefing and pre-paving briefing. When 8 requested by the Engineer, the Contractor must provide each operation's traffic control 9 plan on 24 x 36 inch or larger size Shop Drawings with a scale showing both the area of 10 operation and sufficient detail of traffic beyond the area of operation where detour traffic 11 may be required . The scale on the Shop Drawings is 1 inch= 20 feet, which may be 12 changed if the Engineer agrees sufficient detail is shown . 13 14 The planing operation and the paving operation include, but are not limited to, metal 15 detection , removal of asphalt and temporary asphalt of any kind , tack coat and drying , 16 staging of supply trucks, paving trains, rolling , scheduling, and as may be discussed at 17 the briefing . 18 19 When intersections will be partially or totally blocked, prov ide adequately sized and 20 noticeable signage alerting traffic of closures to come , a minimum 2 Working Days in 21 advance . The traffic control plan must show where police officers will be stationed when 22 signalization is or may be , countermanded, and show areas where flaggers are 23 proposed . 24 25 At a minimum, the planing and the paving plan must include : 26 27 1. A copy of the accepted traffic control plan , see Section 1-10.2(2), detailing each 28 day's traffic control as it relates to the specific requirements of that day's planing 29 and paving. Briefly describe the sequencing of traffic control consistent with the 30 proposed planing and paving sequence , and scheduling of placement of 31 temporary pavement markings and channelizing devices after each day's planing , 32 and paving. 33 2. A copy of each intersection's traffic control plan. 34 3 . Haul routes from Supplier facilities, and locations of temporary parking and 35 staging areas , including return routes. Describe the complete round trip as it 36 relates to the sequencing of paving operations. 37 4 . Names and locations of HMA Supplier facilities to be used. 38 5. List of all equipment to be used for paving . 39 6 . List of personnel and associated job classification assigned to each piece of 40 paving equipment. 41 7 . Description (geometric or narrative) of the scheduled sequence of planing and of 42 paving, and intended area of planing and of paving for each day's work, must 43 include the directions of proposed planing and of proposed paving, sequence of 44 adjacent lane paving , sequence of skipped lane paving , intersection planing and 45 paving scheduling and sequencing, and proposed notifications and coordinations 46 to be timely made. The plan must show HMA joints relative to the final pavement 47 marking lane lines . 48 8 . Names, job titles , and contact information for field , office , and plant supervisory 49 personnel. 50 9 . A copy of the approved Mix Designs. s P 53 I 61 CI TY OF PASCO PR OJECT #CP 5-ST-3R-19-01 20th AVE. OVERLAY (CO URT -1-182) 1 2 3 10. Tonnage of HMA to be placed each day. 11 . Approximate times and days for starting and ending daily operations. 4 5-04.3(14)63 Pre-Paving and Pre-Planing Briefing 5 At least 2 Working Days before the first paving operation and the first planing operation, 6 or as scheduled by the Engineer for future paving and planing operations to ensure the 7 Contractor has adequately prepared for notifying and coordinating as required in the 8 Contract, the Contractor must be prepared to discuss that day's operations as they 9 relate to other entities and to public safety and conven ience , including driveway and 10 business access, garbage truck operations, Metro transit operations and working around 11 energized overhead wires, school and nursing home and hospital and other accesses, 12 other contractors who may be operating in the area , pedestrian and bicycle traffic, and 13 emergency services. The Contractor, and Subcontractors that may be part of that day's 14 operations, must meet with the Engineer and discuss the proposed 15 operation as it relates to the submitted planing plan and paving plan , approved traffic 16 control plan, and public convenience and safety. Such discussion includes , but is not 17 limited to: 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 1. General for both Paving Plan and for Planing Plan: a. The actual times of starting and ending daily operations. b . In intersections, how to break up the intersection , and address traffic control and signalization for that operation, including use of peace officers. c. The sequencing and scheduling of paving operations and of planing operations , as applicable, as it relates to traffic control , to public convenience and safety, and to other con -tractors who may operate in the Proj ect Site. d . Notifications required of Contractor activities , and coordinating with other entities and the public as necessary. e. Description of the sequencing of installation and types of temporary pavement markings as it relates to planning and to paving . f. Description of the sequencing of installation of, and the removal of, temporary pavement patch material around exposed castings and as may be needed g. Description of procedures and equipment to identify hidden metal in the pavement, such as survey monumentation, monitoring wells, street car rail, and castings , before planning , see Section 5-04 .3(14)82 . h. Description of how flaggers will be coordinated with the planing , paving , and related operations. i. Description of sequencing of traffic controls for the process of rigid pavement base repairs. j . Other items the Engineer deems necessary to address . 2 . Paving -additional topics : a. When to start applying tack and coordinating with paving . b. Types of equipment and numbers of each type equipment to be used. If more pieces of equipment than personnel are proposed, describe the sequencing of the personnel operating the types of equipment. Discuss the continuance of operator personnel for each type equipment as it relates to meeting Specification requirements . c. Number of JMFs to be placed , and if more than one JMF how the Contractor will ensure different JMFs are distinguished, how pavers and MTVs are distinguished if more than one JMF is being placed at the time, and how pavers SP 54 161 CI TY OF PASCO PROJECT #CP5-ST-3R-19-01 20'" AVE . OVERLAY (COURT -1-182) 1 and MTVs are cleaned so that one JMF does not adversely influence the other 2 JMF. 3 d . Description of contingency plans for that day's operations such as equipment 4 breakdown, rain out, and Supplier shutdown of operations . 5 e . Number of sublots to be placed, sequencing of density testing, and other 6 sampling and testing. 7 8 5-04.3(15) Sealing Pavement Surfaces 9 Apply a fog seal where shown in the plans. Construct the fog seal in accordance with 10 Section 5-02 .3. Unless otherwise approved by the Engineer, apply the fog seal prior to 11 opening to traffic. 12 13 5-04.3(16) HMA Road Approaches 14 HMA approaches shall be constructed at the locations shown in the Plans or where 15 staked by the Engineer. The Work shall be performed in accordance with Section 5-04. 16 17 5-04.4 Measurement 18 HMA Cl._ PG_, HMA for_ Cl._ PG_, and Commercial HMA will 19 be measured by the ton in accordance with Section 1-09.2, with no deduction being made 20 for the weight of asphalt binder, mineral filler, or any other component of the mixture . If 21 the Contractor elects to remove and replace mix as allowed by Section 5-04.3(11 ), the 22 material removed will not be measured. 23 24 Roadway cores will be measured per each for the number of cores taken . 25 26 Preparation of untreated roadway will be measured by the mile once along the centerline 27 of the main line Roadway. No additional measurement will be made for ramps, Auxiliary 28 Lanes, service roads , Frontage Roads , or Shoulders . Measurement will be to the nearest 29 0.01 mile. 30 31 Soil residual herbicide will be measured by the mile for the stated width to the nearest 32 0 .01 mile or by the square yard, whichever is designated in the Proposal. 33 34 Pavement repair excavation will be measured by the square yard of surface marked prior 35 to excavation . 36 37 Asphalt for prime coat will be measured by the ton in accordance with Section 1-09.2 . 38 39 Prime coat aggregate will be measured by the cubic yard, truck measure, or by the ton, 40 whichever is designated in the Proposal. 41 42 Asphalt for fog seal will be measured by the ton , as provided in Section 5-02.4. 43 44 Longitudinal joint seals between the HMA and cement concrete pavement will be 45 measured by the linear foot along the line and slope of the completed joint seal. 46 47 Planing bituminous pavement will be measured by the square yard. CITY OF PASCO PROJ ECT #CP5-ST -3R-19-01 20th AVE. OVERLAY (COURT -1-182) S P 55 161 1 2 Temporary pavement marking will be measured by the linear foot as provided in Section 3 8-23.4. 4 5 Water will be measured by the M gallon as provided in Section 2-07.4 . 6 7 (**1rlt**) 8 9 Section 5-04.4 is supplemented with the following: 10 11 Paving Fabric shall be measured per square yard of area covered. 12 13 No specific measurement will apply to crack sealing and is considered in ci dental to other bid 14 items. 15 16 17 5-04.5 Payment 18 Payment will be made for each of the following Bid items that are included in the 19 Proposal: 20 21 "HMA Cl ._ PG_", per ton . 22 23 "HMA for Approach Cl. _ PG _", per ton. 24 25 "HMA for Preleveling Cl._ PG_", per ton. 26 27 "HMA for Pavement Repair Cl._ PG_", per ton. 28 29 "Commercial HMA", per ton. 30 31 The unit Contract price per ton for "HMA Cl._ PG_", "HMA for Approach Cl._ PG 32 _", "HMA for Preleveling Cl._ PG_", "HMA for Pavement Repair Cl._ PG_", 33 and "Commercial HMA" shall be full compensation for all costs, including anti-stripping 34 additive , incurred to carry out the requirements of Section 5-04 except for those costs 35 included in other items which are included in this Subsection and which are included in 36 the Proposal. 37 38 "Preparation of Untreated Roadway", per mile . 39 40 The unit Contract price per mile for "Preparation of Untreated Roadway" shall be full pay 41 for all Work described under 5-04.3(4) , with the exception , however, that all costs 42 involved in patching the Roadway prior to placement of HMA shall be included in the un it 43 Contract price per ton for "HMA Cl. _PG_" which was used for patching . If the 44 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the 45 Roadway shall be prepared as specified, but the Work shall be included in the Contract 46 prices of the other items of Work. 47 s P 56 I 61 CITY OF PASCO PROJ ECT #CP5-ST-3R-19-01 20th AVE. OVERLAY (COURT -1-182) 1 "Preparation of Existing Paved Surfaces", per mile. 2 3 The unit Contract Price for "Preparation of Existing Paved Surfaces" shall be full pay for 4 all Work described under Section 5-04.3(4) with the exception, however, that all costs 5 involved in patching the Roadway prior to placement of HMA shall be included in the unit 6 Contract price per ton for "HMA Cl._ PG_" which was used for patching . If the 7 Proposal does not include a Bid item for "Preparation of Untreated Roadway", the 8 Roadway shall be prepared as specified, but the Work shall be included in the Contract 9 prices of the other items of Work. 10 11 12 "Pavement Repair Excavation Incl. Haul", per square yard. 13 14 The unit Contract price per square yard for "Pavement Repair Excavation Incl. Haul" 15 shall be full payment for all costs incurred to perform the Work described in Section 5- 16 04.3(4) with the exception, however, that all costs involved in the 17 placement of HMA shall be included in the unit Contract price per ton for "HMA for 18 Pavement Repair Cl._ PG_", per ton. 19 20 "Asphalt for Prime Coat", per ton. 21 22 The unit Contract price per ton for "Asphalt for Prime Coat" shall be full payment for all 23 costs incurred to obtain , provide and install the material in accordance with Section 5- 24 04 .3(4). 25 26 "Prime Coat Agg.", per cubic yard , or per ton. 27 28 The unit Contract price per cubic yard or per ton for "Prime Coat Agg ." shall be full pay for 29 furnishing, loading , and hauling aggregate to the place of deposit and spreading the 30 aggregate in the quantities required by the Engineer. 31 32 "Asphalt for Fog Seal", per ton. 33 34 Payment for "Asphalt for Fog Seal" is described in Section 5-02 .5. 35 36 "Longitudinal Joint Seal", per linear foot. 37 38 The unit Contract price per linear foot for "Longitudinal Joint Seal" shall be full payment 39 for all costs incurred to perform the Work described in Section 5-04 .3(12). 40 41 "Planing Bituminous Pavement", per square yard. 42 43 The unit Contract price per square yard for "Planing Bituminous Pavement" shall be full 44 payment for all costs incurred to perform the Work described in Section 5-04 .3(14). 45 46 "Temporary Pavement Marking", per linear foot. 47 CITY O F PASCO PROJECT #CP5-ST-3R-19-01 20'" AVE. OVERLAY (COURT -1-182) s P 57 I 61 1 Payment for "Temporary Pavement Marking" is described in Section 8-23.5. 2 3 "Water", per M gallon. 4 5 Payment for "Water" is described in Section 2-07.5. 6 7 "Job Mix Compliance Price Adjustment", by calculation. 8 9 "Job Mix Compliance Price Adjustment" will be calculated and paid for as described in 10 Section 5-04 .3(9)C6. 11 12 "Compaction Price Adjustment", by calculation. 13 14 "Compaction Price Adjustment" will be calculated and paid for as described in Section 5- 15 04 .. 3(10)03 . 16 17 "Roadway Core", per each. 18 19 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) 20 shall be incidental and included within the unit Bid price per each and no additional 21 payments will be made . 22 23 "Cyclic Density Price Adjustment", by calculation. 24 25 "Cyclic Density Price Adjustment" will be calculated and paid for as described in Section 5- 26 04 .3(10)8. 27 28 (**irl<**) 29 30 Section 5-04.5 is supplemented with the following: 31 "Paving Fabric", per square yard. 32 The unit contract price for paving fabric shall be full compensation for all materials and labor 33 for installing paving fabric per the manufacturer's recommendations. 34 35 "Pavement Repair Excavation Incl. Haul", per square yard. 36 37 The unit contract price per square yard shall be full pay for pavement sawcutting, excavation 38 incl. haul and all materials required. 39 40 "Crack sealing" No Payment will be made for the crack sealing and shall be considered incidental to 41 other bid items. 42 43 DIVISIO 6 44 STRUCTURES 45 6-02.3 CONSTRUCTION REQUIRMENTE CITY OF PASCO PROJECT #CP5-ST-3R-19-01 20t h AVE . OVERLAY (COURT-I-182) SP 58 161 1 2 6-02.3(5)A General 3 4 (******) 5 Supplement this section with the following: 6 7 Testing requirements shall be as follows : 8 9 10 Project Quantity Less than 5 CY 5 CY-10 CY 10+ CY Test requirement None 1 Slump, 4 Cylinders 2 Slump, 4 Cylinders per 25 CY 11 For project quantities above five (5) cubic yards, test requirements shall be based on 12 concrete placed during one (1) working day. If the concrete fails any test, the Engineer 13 will require additional testing to determine the extent of the failure and more frequent 14 tests may be required on additional concrete being placed . Testing and samples shall be 15 in accordance with Section 1-06.2( 1 ). 16 Regardless of quantity, a Certification of Compliance shall be provided for all concrete 17 delivered to the site in accordance with Section 6-02.3(5)8. 18 19 DIVISION 7 20 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER 17 MAINS, 21 AND CONDUITS 22 23 7-05.3(1) Adjusting Manholes and Catch Basins to Grade 24 (******) 25 26 Section 7-05.3(1) is supplemented with the following: 27 Manholes and Catch Basins are to be adjusted to final grade per the City of 2 Pasco 28 Standard Plans within ***?***days of placement of HMA. 29 30 7-12 VALVES FOR WATER MAINS 31 7-12.1 Valves for Water Mains 32 (******) 33 34 Section 7-12.1 is supplemented with the following: 35 36 Existing water valves and water vaults shall be adjusted to final grade per City of Pasco 37 Standard plans within ***?***days of placing of HMA and/or Concrete. 38 39 7-12.4 Measurement 40 (******) 41 Section 7-12.4 is supplemented with the following : 42 43 "Reset Valve Box/Lid" shall be measured per each. 44 45 7-12.5 Payment 46 (******) 47 Section 7-12.5 is supplemented with the following: 48 CITY OF PASCO PROJECT #CP5-ST-3R-19-0 1 20th AVE. OVERLAY (COURT -1-182) S P 59161 1 "Reset Valve/Box Lid", per each . 2 3 DIVISIONS 4 MISCELLANEOUS CONSTRUCTION 5 6 8-01 Erosion Control and Water Pollution Control 7 8 8-01.3(9)0 9 (******) 10 The first sentence of the first paragraphs is revised to read: 11 12 Inlet protection shall be installed below the cover of each inlet grate. 13 14 15 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCE 16 17 8-06.4 Measurement 18 (******) 19 Replace this section with the following: 20 21 Cement Concrete Driveway entrance will be measured by the Square Yards, including all 22 materials necessary (including but not limited to 4" CSTC, Curb and Gutter) 23 24 No separate measurement will be made for any pedestrian curb, Gutter, sawcutting, 25 excavation , or embankment required to construct Cement Concrete Driveway entrance , and 26 will be incidental to these items. 27 28 8-06.5 Payment 29 (******) 30 Replace this section with the following : 31 32 "Cement Concrete Driveway Entrance per Square Yards. " 33 34 The unit Contract price per Square Yards for Cement Concrete Driveway Entrance shall be 35 full pay for installing the Cement Concrete Driveway entrance as specified, including CSTC, 36 Curb and Gutter. 37 38 8-13 MONUMENT CASES 39 40 8-13.1 Description 41 (******) 42 Section 8-3.1 is supplemented with the following : 43 The work shall consist of adjusting existing monument cases and covers to finished 44 grade. 45 46 8-13.4 Measurements 47 (******) 48 This section is supplemented with the following: 49 Adjust monument case and cover will be measured per each. 50 51 8-13.5 Payment CITY OF PASCO PROJECT #CP5-ST-3R-19-01 2011' AVE. OVERLAY (COURT -1-182) s P 60 I 61 1 (******) 2 Section 8-13-5 is supplemented with the following: 3 4 "Adjust Monument Case and Cover", per each. 5 The unit contract price per each for "Adjust Monument Case and Cover" shall be full 6 payment for adjustment to finished grade including all materials required. 7 8 8-14 CEMENT CONCRETE SIDEWALKS 9 10 8-14.4 Measurement 11 (******) 12 Replace this section with the following : 13 14 Cement concrete ramp type Parallel A will be measured by Each , including all materials 15 necessary (including but not limited to 4 " CSTC, Detectable Warning Surface, Curb and 16 Gutter) 17 18 No separate measurement will be made for any pedestrian curb, Gutter, sawcutting , 19 excavation, or embankment required to construct Cement Concrete Sidewalks, and will be 20 incidental to these items. 21 22 23 8-14.5 Payment 24 (******) 25 Replace this section with the following : 26 27 "Cement concrete ramp type Parallel A per Each. " 28 29 The unit Contract price per Each for Cement concrete ramp type Parallel A shall be full 30 pay for installing the Cement Concrete Sidewalks as specified, including CSTC , 31 Detectable Warning Surface, Curb and Gutter. CITY OF PASCO PROJECT #CP5-ST-3R-19-0 1 20th AVE. OVERLAY (CO URT -1-182) S P 61 161 CONSTRUCTION DRAWINGS r- - ,..., LEGEND PLANING PAVEMENT REPAIR PAVING fABRIC ABBREVIATIONS COP CITY Of PASCO D DIAMETER DWG DRAWING E EAST HW. HOTMIXASPIW.T LF LINEAR FEET L.N LANE LT LEFT MAX MAXIMUM MIN MINIMUM MON MONUMENT N NORl>i NIA NOT APPUCA8l.£ NTS NOTTO SCALE P.I. POINT OF INTERSECTlON PL PLACE PUD PUBLIC UTILITY DISTRICT PVMT PAVEMENT R RADOJS RO ROAD RT R IGHT s SOUTH SHLD SHOUI.DER STA STATtON STD STANDARD TYP TYPICAL w WEST AVE N UE OVERLAY 1 9039 (COURT STREET TO I NTERSTATE 1 82) IN THE CITY OF PASCO , FRANKLIN COUNTY, WASHINGTON, WITHIN SECTIO N 2 4,TOWNSHIP 9 NORT H , RANGE 29 EAST AND , SECTION 19 ,TOWNSHIP 9 NORTH, RANGE 30 EAST WI LLAMETTE MERID IAN CONTACTS CITY OF PASCO, ENGINEERING CASCADE NATURAL GAS FRAN KLIN COUNTY IRRIGATION DISTRICT BASIN DISPOSAL , INC CHARTER COMMUNICATIONS B EN FRANKLIN T RANSIT CENTURYLINK FRANKLIN PUO PASCO SCHOOL DISTRICT, TRANSPORTATION [~-=:;__ < -[ f: -. ----·-'----'-----SHEET INDEX VICINITY MAP NTS (509) 545-3444 (509) 735-7333 (509) 547-3831 (509) 547-2467 (509) 222-2665 (509) 735-4131 (509) 839-6651 (509) 547-5591 (509) 547-2510 1 OF5 COVERSHEET 20F5 GRIND ANO OVERLAY PLAN STA 1+00 TO 21+94.75 3OF5 PATCHING AND FAB RIC PLAN -STA 1+00 TO21+94.75 40F5 STRIPING PLAN -STA 1+00 TO 21+94.75 5OF5 DETAILS PROJECT L OCA T/ON THE LOCATI ON OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY ANO ~y NOT SHOW ALL UTILITIES WITHIN CONSTRUCTION LIMITS. THE CONTRACTOR SHALL DETERM INE T H E LOCATION OF ALL EXISTING UTILITIES, KNOWN ANO UNKNOWN, BEFORE CONSTRUCTION BEGINS, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE ANO PRESERVE ALL UNDERGROUND UTILITIES. CALL TWO BUSINESS DAYS BEFORE YOU DIG SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION NOT SHOWN IN PLANS. DATE DANIELS. FORD , P.E CITY ENGINE.EA DA'li: ITTTI Knowwut'sbelow. ~ Gall before,o11dlg. .... ,.., 0 0 ,-.: co + .... ..-- ~ ~ )> 1---· -~ C) )> ::u --1 C ~ CD ti) -< --1 ... ... 0 ADJUST MANHOLE 0 ADJUST WATER VALVE 0 ADJUST MONUMENT 0 INST ALL INLET PROTECTION PER STD4-3 0 25' TRANSITION SEE DETAIL O SHEETS ~ 0 7' PLANNING SEE DETAIL ,.._ • SHEET 5 co + 0 HMA PAVEMENT REPAIR AREA :: 7 SEE DETAIL SHEET 5 ~ 0 INST ALL PAVING FABRIC Cl) 0 REMOVE EXISTING RAMP AND ~:-..-.:,,R-.. "-::,,,. ..... s ... ""::,,,. .... _,_),.. .... ~-... "::.. ..... s ... 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"""::..."'";:,,,"'" ..:i""" ...:"'\..~'"",;:,,;~ ..:i""" ...:"'\..~ .... .:. .... ..:i""" ...:"'\..~ .... .:. .... ..::""" ...:"'\..~ .... .;:,, .... ...:""'._~ .... ~ .... ..::""" ...:"'\..~ .... ~ ..... ..::""" ...:"'\..~ .... ~ ..... ~---:..:~~ .... ~ ..... ...:: .... ~~~-~-...:-~~-~--=i-"-1..J ~ EXTEND GUTTER GRIND TO 24' IN THIS AREA --0 ~ )> ::u r --0 ~ )> ::u r ti) -I ... ., UJ z :J :r: (.) ~ ::i! r ,..... ,-. ,.... ,... 0 0 ~ 00 + .... .... ~ Cl) 1-w w I Cl) (/) :E 1- w z -I I ~ ~ ~---~------ :::0 C CD -< (/) --i I ~ t- )> --i r, ,L 1 j 0 ADJUST MANHOLE 0 ADJUST WATER VALVE 0 ADJUST MONUMEIIIT 0 INSTALL INLET PROTECTION PER STO<l-3 0 25' TRANSITION SEE DETAIL O SHEETS ~ 0 T PLANN ING SEE DETAIL ~ SHEETS + 0 HMA PAVEMENT REPAIR AREA ::: SEE DETAIL SHEET 5 ~ @ INSTALL PAVING FABRIC Cl) REMOVE EXISTING RAMP AND 1..,,......,..,...... 1-G) INSTALL RAMP SEE DETAIL W SHEETS STA-I< W 2•00 3•00 STA8'01. -I REMOVE EX ITING APPROACH 1---+--....;;...--+----+------+-----i-----+------+---------+-----+------+------+----+-----+--+----<+---+---+------+-----+-----+-------<>---<~-....... 1-----1 Cl) @ AND INSTALL NEW20' N 2 0 TH AVE STA 11 •3087 Cl) APPROACH PER STD 3-5B :E 1- -u r, )> ;;o r (/) --i -u r, )> :::0 r (/) --i \_8)STA4•7808 STA 1a,.eese ......__,) STA 7+115 IIO ~ )> G) )> --i r, (/) --i 12' N 20TH AVE . .. 20<00 w z :::; I u ~ ~ r ... 0 a ,-.: co + ..... ..... ~ Cl) 1-w w r Cl) Cl) i: 1- w z :J r (.) ~ ~ N 20TH AVE ~1) START CENT1!JI UN: 12 ) TYPE 2SL (LEFT) TRAFflC ,,_ STA 2+09 53. 0 00' 4)iNDl'V,6 OOUlll! CENn!RLH: SJ'A 1:,,90 14 17T L 8) TYPE 2SL (LEFT) TRAFFIC ARROW STA 1~1991 000' ) TYPE 2SL (LEFT) TRAFFIC ARFION STA 12•01 01, 0 00' 8) TYPE 2SL (LEFT] TRAFFIC ARROW STA 13-t-21 12,000' 5)ENOTWO-WAj t en TURN CENTERLINE STA 13+1613,6 84'L 4) START PLASTIC DOUBLE CENTERI.INE STA 13+1813,6&4'l 13+00 LEFT TURN CENTa!LINE 5)ENOTW0-WAVJ J /; STA 12•11otJ57G'R ~- 3) START WICE STA13+18:Nl,U8'R 1) ENO CENTER LINE STA 13•7«505, 1813 R I 7) CROSSWAl.K STA 14+0U22, 24 ,&er A. 1 7)CIIOS6WAl.K S,-A ,..ell .. 37 02· R STA ;i.ao TO, n 3T R -0 fTl )> ;;o r (/) -I ~ )> i---· C) )> -I fTl (/) -I \_8)STA4•T80D ) TYn 2SL (LEFT) TR.YFIC ARROW 8TA3+00116 ,000' :::0 C CD -< (/) -I ) TYPE 2SL (lEfT) TRAFFIC ARROW ,aTA •••9 13 o oo 8) TYPE 2SL (LEl'T) fflAfl'IC ARROW STA 11'45.50, 0 00' 5) ST,'RT TWO-WAY LEFT T1JRN CENTERLINE STAS.48 78, ~ 78' R 4) ENO Pl.A3TIC ooueu: c-STA 104-97.52, 3 43' L )> C) )> -I fTl (/) -I b b 8) TYPE 2SL (LEFT) TRAFFIC_ 8) TYPE 2SL (l.D'T) TRAFFIC ARRO..., ITA:11+71•3 000' 1) START CENTER LINE STA1•-.70 18, t8WR 4)$TAATPLASTIC OOUSLE CENTERLINE STA 14•eo n, 6 63' R 2)STOP LINE STA 1••05 88 O 01" l 0 ~iBi=\ ,_j_ 18'00 r2)STOPLl'E / STA 17+48 97. 14 .... L 18'00 STA 18+33 '1,000' AVE \_ ~ )STAATPLASTIC -1) &TOP l,INE DOVel E C!NTERUNE STA 111'32 56, 14 38' R · STA *97 60,683' R 8) TYPE 2SL (LEFT) TRAFFIC N>IIDW 5) START TWo.WAV STA 1&t611 96,028" L ;~:T1~:,N5~UNE 6)"TYPE 2SL (LEFT)TRAFFIC ARROW 7)CROSSALI< S)l!NO TWO-WAY STA 15+1385,O oti STA t&+81 26,22 5e' R LEl"TTURN CEN"TERL.INE SlA 1~39.20, e 27 R ) TYPE 2SI. (LEFT) TRAFFIC ARROW STA1.._32,.1,000' 1/6)EHOTWO-WAV I.S'T '!URN cmTERI.N' STA 19+37 37,515 L 20+00 4)START PLASTIC DOUBLE CENTERLINE STA 19+~23 1 21 R STA21'21 04l .at•~- 3)STARTW10EL~ ... _./ t) lND CE NTER Ll'E STA21+7O18, 18 1't'R ) 3)fND WIDE LN' STA ;t1•94 75, e 10' R 1 1 •00 j j 1) INSTALL PLASTIC CENTERLINE PER WSDOT STD PLAN M-20 .10-02. 2) INST ALL PLASTIC STOP LINE PER COPSTDJ.15. 3) INSTALL PLASTIC WIDE LANE LINE PER WSDOT STD PLAN M-20.10-02. r ,..... ,., ,... ..... ...... ,---------TYP ICAL SECTION ________ _, WIDTH VARIES 7'PLANING I C L 7' PLANING EXISTING CURB AND GUTTER (TYP) PLANNING VAR IES BETWEEN o• TO 2" · ...... 2" HMA OVERLAY EXISTING PAVEMENT TYPICAL OVERLAY DETAIL NTS TYPICAL PLANING DETAIL NTS .--------25' TRANSITION------. 25' TRANSITION DETAIL NTS PLANING VARIES BET WEEN o· TO 2" SAW CUT TYPICAL PAVEMENT REPAIR SECTION NTS TYPICAL ADA RAMP NTS EXIST ING HMA I VARIES I EXISTING ROAD BASE ~~ ~~~ -'(s> ->-a~~ ~~"'Y Q"' / ~. > ~ ~~ !<:> / / ~~ ~ / ~ ..., ~ >-<~ cf~ ~~ 0~ ~ w ~~ ~ ~E--, 0 <~ F~ otl:l<ii ~ E--,7 ~; 8& i ~ 5 5 or