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HomeMy WebLinkAboutContract 34010 �iC ITY SEC PETARY :�'ONI',`iAM' NO L;�Qb 1) 01. RLE FORT WO J :,H RT' j SPECIFICATIONS AND CONTRACT DOCUMENTS 2004 CA-PITAL IMPROVEMENT PROJECTS YE1 2 - _ . P 1 DAISY LN., N. CHANDLER AVE., GOLDENROD AVE., 1 N. CHANDLER DR., HO EY UCKILE AVE., MAMGOLD AVE. PROJECT NUMBERS: TIP -C200-541.200-02024110014983 WATER-P253-541200-06021 70014983 ER—P258-541200-0711217M 14983 Doke NO. 4697 APRIL 2006 MIKE ]4 ONCRIEF CHA.RL&S R. BOSWELL MAYOR CITY MANAGER A. DOUGLAS ItAD>:l4fAKER,.P.E.—DIRECTOR �� � �f DEPARTMENT OF LNGTNEE]RIN ABALANDMM� ■ + 4 PREPARED BY: . • + • * F t DEPA TMENT DT ENGINEERINGi i r FoRTWoRTH SPECIFICATIONS AND CONTRACT DOCUMENTS 2004 CAPITAL IMPROVEMENT PROJECTS YEAR 2 - GROUP 1 DAISY LN., N. CHANDLER AVE., GOLDENROD AVE., N. CHANDLER DR., HONEYSUCKLE AVE., MARIGOLD AVE. PROJECT NUMBERS: T/PW—C200-541200-0202400014983 WATER—P253-541200-0602170014.983 SEWER—P258-541200-0702170014983 DOE NO. 4697 APRIL 2006 MIKE MONCRIEF CHARLES R. BOSWELL MAYOR CITY MANAGER a A. DOUGLAS RAD)EMAKER, P.E.—DIRECTOR .�A T DEPARTMENT OF ENGINEERING ' .. . . :* PREPARED BY: .. . . . . . . . . . . . . . DEPARTMENT OF ENGINEERING s -` j Page 1 of 3 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 8/1512006 - Ordinance No. 17104-08-2006 DATE: Tuesday, August 15, 2006 LOG NAME: 30NCHANDLER149 REFERENCE NO.: C-21621 SUBJECT: Adopt Appropriation Ordinance and Authorize Execution of Contract with Stabile & Winn, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Replacement on Portions of North Chandler Drive, Daisy Lane, Honeysuckle Avenue, Goldenrod Avenue and Marigold Avenue (Project No. 00149) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $756,638.70 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $654,067.35 and Sewer Capital Projects Fund in the amount of$102,238.35; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $654,067.35 and the Sewer Capital Projects Fund in the amount of$102,238.35 from available funds; and 3. Authorize the City Manager to execute a contract with Stabile & Winn, Inc., in the amount of $1,944,253.05 for pavement reconstruction and water and sanitary sewer replacement on North Chandler Drive (Daisy Lane to Goldenrod Avenue), Daisy Lane (Blandin Street to North Chandler Drive), Honeysuckle Avenue North Sylvania Avenue to North Riverside Drive), Goldenrod Avenue (North Chandler Drive to North Riverside Drive) and Marigold Avenue (North Sylvania Avenue to North Riverside Drive). DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction. Street improvements include pavement reconstruction, construction of standard concrete curb and gutter, driveway approaches and sidewalks as indicated on the plans. The Water Department has determined that water and sanitary sewer lines should be replaced prior to street reconstruction. This project was advertised on May 25, 2006 and June 1, 2006. The following bids were received on June 22, 2006: Bidders Alternate A Alternate B (Asphalt) (Concrete) Stabile &Winn, Inc. No Bid $1,944,253.05 EDA Wilson, Inc. $3,004,682,50 $2,095,571.25 Conaster Const.,TX LP No Bid $2,096,317.25 JBL Contracting, LP No Bid $2,120,481.81 McClendon Construction Co., Inc. No Bid $2,125,980.10 http://www.cfwnet.org/council_packet/Reports/me_print.asp 11/21/2006 Page 2 of 3 TIME OF COMPLETION: 260 Working Days Specified The bid documents included two alternates as follows: . Alternate "A" included a 6-inch hot mix asphalt concrete (HMAC) on 8-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches and sidewalks where shown on the plans. . Alternate "B" consists of a 6-inch concrete pavement on 6-inch lime stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches and sidewalk where shown on the plans. City staff is recommending award to Alternate "B". Funding in the amount of $42,950.40 is included for associated water and sewer construction survey, project management, pre-construction, material testing, inspection and project close out (water $38,504.85 and sewer $4,445.55). The contingency funds to cover change orders total $33,969.30 (water $29,312.50 and sewer$4,656.80). Funding in the amount of$144,053.91 is required for associated paving and drainage construction survey, project management, pre-construction, material testing, inspection and project close out. The contingency funds for possible change orders for paving and drainage improvements is $37,946.00. M/WBE - Stabile & Winn, Inc., is in compliance with the City's M/WBE Ordinance by committing to 5% M/WBE participation and documenting good faith effort. The City's goal on this project is 24%. The project is located in COUNCIL DISTRICT 2, MAPSCO 63-H, L & M. FISCAL INFORMATIONXERTIFICATION: The Finance Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/AccountlCenters FROM Fund/Account/Centers 11&21 $654,067.35 1)PE45 538070 0609020 $654,067.35 P253 472045 6021700149ZZ 1)PE45 538070 0709020 $102,238.35 1&2) $102,238.35 P258 472045 7021700149ZZ P253 541200 602170014983 $586,250.00 ?) $2,160.00 31 P253 531350 602170014951 P258 541200 702170014983 $93,136.00 $7,120.00 31 P253 531350 602170014952 C200 541200 202400014983 $1,264,867.05 21 3 P253 531350 602170014980 560.00 P253 531350 602170014982 356.00 P253 533010 602170014981 32.85 2) $615,562.50 P253 541200 602170014983 21 3 P253 531350 602170014984 560.00 21 $21,360.00 http://www.cfwnet.org/couneil_packet/Reports/mc_print,asp 11./2112006 Page 3 of 3 P253 531350 602170014985 21 P253 531350 602170014991 356.00 P258 531350 702170014951 83.00 2) $1,314.00 P258 531350 702170014952 21 P258 531350 702170014980 328.50 P258 533010 702170014981 32.85 P258 531350 702170014982 32.85 2) $97,792.80 P258 541200 702170014983 P258 531350 702170014984 328.50 21 P258 531350 702170014985 1 971.00 P258 531350 702170014991 32.85 P258 531350 702170014930 322.00 Submitted for City Manager's Office b)r: Marc Ott (8476) Originating Department Head: A. Douglas Rademaker (6157) Additional Information Contact: A. Douglas Rademaker (6157) http://www.cfwnet.org/council_packet/Reports/mc_print.asp 11/21/2006 TABLE OF CONTENTS 1. NOTICE TO BIDDERS 2. SPECIAL INSTRUCTIONS TO BIDDERS --WATER DEPARTMENT 3. SPECIAL INSTRUCTIONS TO BIDDERS --T/PW DEPARTMENT 4. PROPOSAL ➢ VENDOR COMPLIANCE TO STATE LAW 5. MINORITY AND WOMEN BUSINESS ENTERPRISES SPECIFICATIONS 6. PART C - GENERAL CONDITIONS 7. SUPPLEMENTARY CONDITIONS TO PART C-GENERAL CONDITIONS 8. PART D - SPECIAL CONDITIONS 9. PART DA-ADDITIONAL SPECIAL CONDITIONS 10, PART E - MATERIAL SPECIFICATIONS (WATER DEPARTMENT) 11. STANDARD DETAILS (WATER DEPARTMENT) A 2006 PREVAILING WAGES FOR CONSTRUCTION PROJECTS 12. SPECIAL PROVISIONS (T/PW DEPARTMENT) ➢ SEQUENCE OF STREET CONSTRUCTION 13. STANDARD DETAILS (T/PW DEPARTMENT) ➢ 2006 PREVAILING WAGES FOR CONSTRUCTION PROJECTS 14. CERTIFICATE OF INSURANCE ➢ COMPLIANCE WITH AND ENFORCEMENT OF PREVAILING WAGE LAWS ➢ CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 9 CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS AND QUESTIONNAIRE 9 PERFORMANCE BOND ➢ PAYMENT BOND ➢ MAINTENANCE BOND ➢ CITY CONTRACT 15. SOIL TEST REPORTS r NOTICE TO BIDDERS NOTICE TO BIDDERS Sealed proposals for the following: FOR: 2004 CAPITAL IMPROVEMENT PROJECTS -YEAR TWO—GROUP 1 DAISY LN.,N. CHANDLER AVE., GOLDENROD AVE.,N. CHANDLER DR., HONEYSUCKLE AVE., MARIGOLD AVE. & 24" STORM DRAIN DOE NO. 4697 Project Numbers: T/PW—C200-541200-0202400014983 WATER—P253-541200-0602170014983 SEWER---P258-541200-0702170014983 Bids should be addressed to Mr. Charles R. Boswell, City Manager of the City of Fort Worth, Texas and will be received at the Purchasing Office until 1:30 PM, Thursday, June 22, 2006 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Department of Engineering, Second Floor, Municipal Building, 1000 Throckmorton Street, Fort Worth, Texas. Sets of documents will be provided for purchase for a nonrefundable price of SIXTY DOLLARS($60.00)per set. Bid security is required in accordance with the Special Instruction to Bidders. Submission of Bids: The proposal (Unit I and Unit 11) within this document is designed as a package_ In order to be 5 considered an acceptable bid, the Contractor is required to submit a bid for both Unit I and Unit II.A bid proposal submittal that is received with only a single proposal unit complete will be rejected as being non-responsive. The contractor who submits the bid with the lowest price, will be the apparent successful bidder for the project. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. Pre-qualification Requirements for Water Department Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre-qualified by the Water Department at the time of bid opening. A general contractor who is not pre-qualified by the Water Department,must employ the services of a sub-contractor who is pre-qualified. The procedure for pre-qualification is outlined in the"Special Instructions to Bidders(Water Department)". Bidders shall, if applicable, identify on the last page of the proposal section, the pre-qualified sub- contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of ninety (90) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation")as appropriate is received by the City. The award of contract, if made,will be within ninety (90) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be rejected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at(817)392-7910. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal section(s)and submit the complete specifications book or face rejection of the bid as non-responsive. It is recommended that the bidder make a copy of the forms included in the Minority and Women Business Enterprise section for submittal within the time- line stated below or the bidder may request a copy of said forms from the City Project Manager named in this solicitation. In accord with City of Fort Worth Ordinance No. 15530, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PR 4E CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City_ Failure to comply shall render the bid nonresponsive. For additional information,contact Mr.Victor V. Tornero Jr.,E.LT. at(817)392-8574- CHARLES R. BOSWELL MARTHA HENDRIX CITY MANAGER CITY SECRETARY A. Douglas Rademaker,P.E. Director, D artment of E ineenrig By. Bfyan Beck, P.E. Manager, Design Services Advertising Dates: May 25,2006 and June 1,2006 , 2 - SPECIAL INSTRUCTIONSTOBIDDERS NATER DEPA T'ME NT SPEC 1AI.1Qy+S"1RUCTIONS TO BTDDEMS 1) PR)E QUALl F ICATION REQUTREMENTS: All con trac fors sLIN nining bids are required I be prequalified by the moil Worth Water Department prior is submitting bids. psis prequalificalion prams will esbblish a bid Broil basted an a icchniUl evaluation and fuuirancial nnslysis of lbe c tantrsu;tor, it la the bidder's responsihiIity to submit the foilowirig docuincnmiun: a curremt financial s[atement, as aaepi able experience record,tut uiuc-glabilt-equipmcni schedule zind any uihar idiuvUmentz� die Departmot may deem nuccssary,to the Director of ttic Water DcpartrncnI al Ieast seven (7) calundar dwrx prior to the date of Ilse npeniaig:ofbids. a) The linantial statement requited 0alI lurve hctrn pmpared by an indepoaden! certified Public accountant or an independent public accu umant holding a3 uaiid permil ismer by an appropriate State licensing agency and sba l have been ser prepared a<s to re lett the Iinanciii l staters I the submitting company. This statement must he crirrent and not inom ihDu one(I)year old. Iii the cage that a bidding date frills within the time a new statemerd is being prepared,the previous statement shall be updated by proper verification_ h) For nn experience record to be considered Io be acceptable for a given project, it must reiler:t the experience of the firm seeking qua lifiead-on in work of Matti the gine nature~and w1mical level as that of the proj act for which trids ire to Lap received. c) The Director of aw Water bet+artmunt shall be khe sVIC jLidge as to the acceptab i I ity for 1'innR6al qualification to bid 6n any Fon Worth Water Departmeni projeci. (f) Bids received in excess of the bid I knit stall be comiidcred non-resgbnsiVc avid will beiujocted ak. such. e) The City, in Its sole discretion,amy rej tut tiny bid for failuu.tri drunot strale cxperienc in Nor exp nka, f) Any proposals submitter! by a inn-prequalified bidder stall be rclanird urrioponcc4 and if inadvertandy ripened,shall nut be eonvLiderod. g) The City will atteuipl to notify prospective bidders whose quallfieaiiom (financial or cxpefitnce) are not deemed to be apprcpriak to the nal Lire a"oF magnitude of the project on wliiuh bids ire to be ire ceivad_ Failure to notify MIA neer hie ai waiverofany necessary prequalification. " IRED SECURITY: A cashi&5 check,or an acceptable hiddefs bond,payable to the City of 1=ort Worth,in an amntml of not less than five(51r6)percent of the largest possible to[ai of th.c bili su omitted roost aecompagy the bid, and is subject in forfeitiuwe in She event thv succes;tftul bidder Iailq to exeoute the Contract Mcuments wiikuin lim (10)days after the contract his kmn awarded To be an iii;wprWble surety on the.bid bond, the surety untit~t lar authorized io do bushiess in clic state o f"fexas. In addidon, true surely mmst(I)hold a certificate of authority ft M the UI)Iied stales secretary of the treasury.ta qualify as a suray art obligations permittt:d nr regtuimd tinder fvdetal law; or(2)have,obtained mnsw5nce for any liability in excess of SI00.00ri fro m.aa reinmmer that is awhori ed and adinklod as S reinsurer in the-stale of Texas and is the holder ora ct:rti catc of authority from The Ihitied Stater; scercta of the treasury to 4ualify uis a surety on obligations pcnmitted or requiu ud under facratl law_ satisWEeery pmuf of nary such reia;tturance shall be provided to [he City upon request, 11e City, in its sole discretion, wi11 determine (lie adequacy of the proofrequired herein_ 3. BONDS. A porRiTmanae bond, a-laityuticht bund, anti a bond each for bi a hundmo (100%)percent of Iho con[rac[ pritc%viII be required, RCfttuncc C 3-3.7. A. WAGE RATHS: Section C3-3,13 of IM G&&A.Cnitffitioi»Is Mcied attc'l replac'M whh ore fuIIowing: (a) The curaraclor gflall car"Ply with Al raquimmenlN a#'C ftrrpler 2258,Texas Government Code, including the pFrytnent of not less iltan Ilse rates deternliined by Phe City CutinciI of the[.pity of Fort Worth to be Ilse prevailing %vage rulcpi in accordance with Chapter 2258, Tox2js Govo tit,crit Code. Such prvvaiIirro wage rates are included in Ihese contmcl derurnents (b) The contractor shall,for a period of tli (3),years furl lowing the date of acceptance or Elie work, mAiwain rezords that 9h9w(i) the name and umupatticrn preach worker employed by Iho contractor in the construc:lion of the work provided for in this wntract; and (ii)then actual per diem wages paid Fa each worker. Theso recordss-sW be opm at all ressonablo sours for impcction by the Cil +. The pro visinns-of P-3 Right t❑ALA it pertain to this inspection. (c) The contractor shall include in itssubcontmels:and/or shall odierwhe require all ofitig subcontractors to comply will}paragapbs(a)veld (b) above.. (d) With earth partial payntrnt csilinale or paxyrolI period, whichever is less, an affidavit Mating that the contractor has complied with the requirements ofChapter 2259, 'Pexis Government Olde, The contractor shall past Ilir prevailioig�vaga rules in in Cawipieuaus place at the+;llL ol,Phe po'Qject at all times, 5. AMBIGUITY.- In the c44*ohimhlguity or lack of clearness in statingprices in the Propnsnl, the City reservca the right to adi+pl the most tzdvanlag xis construction The-roof to Iht City or to reject the PrnpasaL b BIDDER LICENSE: Bidder must btr a licensed Conituvior in tin Slate of Texas_ 7. f+QNRErSTICIENT 1RJ ODORS. Purwant to Arlicle 00 i g,`rexas Revised Civil Szoutp-s, the City of Fort WOrmll will not award d1is COntract to a aonresidenT bidder uulr~ss flit aorarcsidemfs hid 15 IEIwcs thou the lowest bid subniittcd by a rcSpnnsiblt:Texn resident bidder by the same-amount shut a Texas resilient bidder would be required to undi3rbid a ixonmes!dent bidder to obtmin 8 cempuoble contnict in the state in which the,nonro9idenf9 principal place of business in located. "Nonresident bidder"Tneans n biddor whmse prinulpaI place of business is not in this state,but excludes .a contractor whose ultllnatepuent company or mujorily ownnr.has its principal place ofbusinass.ln'this Stan+. Tbas provision does not apply if tbis contratt lnvolves fedeml.fluids_ The appropriatu blanks of the Proposal mu9t he Idled out by nll nrrnre.9U-nt bidders in order for the! bid to meal specifimu ions- The WJtire of a nnareridem contractor Io do so will uutomatically d!Aquulifj- Ihat bidder. 8. JPAIFR�F�?NT; If the hid amouul Js$25,000.UG or less, die cantrieI ambunt shall be paid within lorty- five(d5)cxirndar days aftdr eumpletion and eteceptance by tho City. 9. ACME: 1n accordance with die policy("Policy")rlftlsr Exec utive Brandi of the Federal Government, Contractolr covenants that neither if nor any Dfit-9 +)dicers, members, agents employees.program participants or sulbconlraclors,while engagod in performirig this contract,.&hall,in eunncction w0 the employinenr,udvattceineni or diatlmrt c of Etnplcyce.�or in a mnuctton with the terms, condirions or privi leges oFthcir empi❑yrnent. discriminate against pm-sons because of Ihcir age exccpl on elle bases of a bona fide orztpalinnal ipialifir adon,remlrelnent plan or statumery requirement_ Contractor further rmverlanls that neither it nar its officers, inetnNrs,agents,employees, subcontractors. program participants, or pumas actiiig on their behalf,sMll spa iry, in goIicitations*i- 06/04/03 r06/04/03 adv cri istments for{niployees to xuork on This contraw, n ninxbnum nge iiinil For such ampleyrment nnlcss the st tcifed maxiinwri age lion it is based upon u bone fide t,ccupat[orial qunIifiicn ioyi, retirement phrn or statutory ri quiremerits. [:ontractnr warmnis it will fully comply with tho policy and will defend,indemnify and holt] City haTmles� against any claims or rillegartions asserled by third parties or subcontractor against City arising out of Contractors acid/or its subcontractors'alleged failure to comply willh tk abr>ve referei,ced Policy ronvemingage:discrirnireaIiuu in the pert'orniauec ofthis agri munt. 10- 1?1SAD11L Y: in accordance with the provislons of the Americans With Disabilities Act of 199Q. ("ADA").Contrad Or.wwianU that it rmd any end al of its Subcontrauwn will not Unhawfully, discsin mate on the basis ofdisabillty in the Provision oFsorviirea to the general public,roor inti the availability, terms and/or 4oadition� orempla m ant for applicants lirr employment with,or employees of Contractor or aq of its 5ubeagtractnrs, Contractor warrants it will Fully comply with ADA's provisions and any other applicable federal, state and local Iawq concerning disability and %Yi11 defend, Indemnify and hold City hannIess against any claims or all egatiom asserted by third parties or subc iatradors against City arising out of Contructor<r,arid/or its subcontractors' alltge�i failue to comply WiIII the above ref`eVencod laws concorning df•abiIity discrimination in the perfomance of"this ugretment_ I 1_ MINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Port W6011 Ordinance No, 15530. tltc City oFFart V art1i hag goals fbr the pad ic ipation ufrninarity bnsiuess enterprises and women btisinass enterprises in City ennhws. A copy of the Ord inariec can by obtained fiom die Oflicc of the City Secretary, The bidder slnilI submil the Tv BVWBE UTILIZATION FORM. SUlRCONTRACTOWSUPPLIER tMLtLATION FORM, PRIMP CONTRACTOR FOILM andfor the GOOF.) FAITIi EFFORT FORM("with Dmurrrentation")andira the JC]i�1T h�1Tt1RE FORM aii upprcrpriate. The Documenlaticii inust be received by the manoging department neo later khan 5.00 ri_m_, tine(5)City husincss drtys after[hc hid opening dntc. Thr bidder dwil obtain a receipt Frain the appmpzirile eWloyee of Ihv managing dCparvmem Io whom delivery%vas made_ Such reteipl shall be evidence that the docamentaIion was received by the City. Failure to comp shall raider Ihe-bid non-re-;ponsiva- UpDa request, C ontmaor a Wees to provide the Owner complete acrd accurak information regard ing actual work performed by a Minority Busiiiess Entcrprisa(UDE)and/or wenicn lousiness enterprise { (WBE)on the contract and payment Ihemof. contraetor hmher agrees to pmiit any audit arid/or examination of any books, records iir Files in its possession that will Nubstantiate tete isctual work perfornriod by an M13H and/or WBK The rnisrepresenttttion of facts (other than a negligent mNTepresrarilatinn)sndlor commission of Fraud by the Contractor wilt be grnund�: for termination of die contnict and/or initiating action tinder apprt+priate Fedeml,State or local l-Lixvs or vrdinanueS relutiDg to falst stati+ments_ Fuxthce, any mich lnigrepresentation of facts(tether lhnn a negligent niisrepresentatian) anWorcainmissiim ufkaud will reYrtlt in the Curilmetur being detumiried to be intspwsiblu and barred frnin.pei.riidipating in City weak for a period of time of not less Ihan three(3)year. 12. MAL PAYMENT, ACCEIPTANC-; AND WARRANTY: IL T1re ei�ntractter will Y&Mvi hull paymikat(kMiatkWage) frame fife city fbr-eadi pay period, b. Payment of the ret:rinisge will kie included with the final payment itfter accepno ofthp pedicel ns being complew. e, The project i:lrnll he deemed coinplake rind accepted by the City as of the rate the final punch lied l I has beep P.omplet4�d, as evidcaced by it written stnicalcnl !igned by the euniracIor and the City. I { d The warmnty period shalI begin ns of the datgthat the final punch tis# has Beate i:omplefed_ 1 � r 06/(4/03 e. Bills raid AffidaviI and Cnnserit of Su rets+h lalI Ere requirod prier to final payment booming due hnd pay abla, f Li The cmit that the WIhi Pa i4 AMdavli and C anseni of Surety have. baen doIivitred to the city and Ihcre I%it dispute regarding{i}final quantities,ar(il) Iiquidaltd damages. city shall inake a pmgress payment lis the amount Ihal city dcLcirs dur and pavablr- .g. In The t"4zn1 of ij diRpuie rcgaMing either final quantities nr liquidated Damages,the pprties sha11 attempt to resolve Ilse difl;`erences within 30 calendar days. I I . s I. l I I r - 3 - SPECIAL INSTRUCTIONS TO BIDDERS T/PW DEPARTMENT I 1 r SPECIAL INSTRUCTIONS TO BIDDERS 1. BID SECURITY: Cashier's check or an acceptable bidder's bond payable to the City of Fort Worth, in an amount of not less than 5 percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeit in the event the successful bidder fails to execute the contract documents within ten days after the contract has been awarded. To be an acceptable surety on the bid bond, the surety trust be authorized to do business in the state of Texas. In addition, the surety must (1) hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or (2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion,will determine the adequacy of the proof required herein. 2. PROPOSAL: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities,to re-advertise for neve proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. The quantities of work and materials to be furnished as may be listed in the proposal forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. 3. ADDENDA: Bidders are responsible for obtaining all addenda to the Contract Documents prior to the bid receipt. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at(817) 871--7910. Bids that do not acknowledge all applicable addenda will be rejected as non-responsive. 4. AWARD OF CONTRACT: The contract, if awarded, will be awarded to the lowest responsive bidder. The City reserves the right to reject any or all bids and waive any or all irregularities. No bid may be withdrawn until the expiration of NINETY (90) City business days from the date that the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") is received by the City. 5. PAYMENT PERFORMANCE AND MAINTENANCE BONDS: The successful bidder entering into a contract for the work will be required to give the City surety in a sum equal to the amount of the contract awarded. The successful bidder shall be required to furnish bonding as applicable in a sum equal to the amount of the contract awarded. The form of the bond shall be as herein provided and the surety shall be acceptable to the City. All bonds furnished hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code, as amended. A. If the total contract price is $25,000 or less, payment to the contractor shall be made in one lump sum. Payment shall not be made for a period of 45 calendar days from the date the work has been completed and accepted by the City. = If the contract amount is in excess of$25,000, a Payment Bond shall be executed, in the amount of the contract, solely for the protection of all claimants supplying labor and material in the prosecution of the work. If the contract amount is in excess of$100,000, a Performance Bond shall be executed, in the amount of the contract conditioned on the faithful performance of the work in accordance with the plans, specifications, and contract documents. Said bond shall solely be for the protection of the City of Fort Worth. A Two-year Maintenance Bond is required for all projects to insure the prompt, full and faithful performance of the general guarantee as set forth in Paragraph 7 of the Special Provisions. To be an acceptable surety on the performance, payment and maintenance bonds, the surety must be authorized to do business in the state of Texas and meet all requirements of Texas Insurance Code, section 7.19-1. In addition,the surety must(1)hold a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law; or(2) have obtained reinsurance for any liability in excess of $100,000 from a reinsurer that is authorized and admitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law. Satisfactory proof of any such reinsurance shall be provided to the City upon request. The City, in its sole discretion,will determine the adequacy of the proof required herein. No sureties will be accepted by the City that are at the time in default or delinquent on any bonds or which are interested in any litigation against the City. Should any surety on the contract be determined unsatisfactory at any time by the City, notice will be given to the contractor to that effect and the contractor shall immediately provide a new surety i satisfactory to the City 6. LIQUIDATED DAMAGES: The Contractor's attention is called to Part I - General Provisions, Item 8, Paragraph 8.6, Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas, concerning liquidated damages for late completion of projects except as modified by these specifications. This project is to be bid by the calendar day. As such, should the Contractor not complete the contract in the calendar days specified,a time charge shall be made for each calendar day thereafter, not as a penalty but as liquidated damages. The preceding shall i supersede any and all references made in these specifications and/or the standard street specifications, in regards to liquidated damages. 7. EMPLOYMENT AND NON-DISCRYUMATION: The Contractor shall not discriminate against any person(s) because of sex, race,religion, color or national origin and shall comply with the provisions of sections 13A-21 through 13A-29 of the Code of the City of Fort Worth (1986), as amended, prohibiting discrimination in employment practices. S. WAGE RATES: All bidders will be required to comply with provision 5159a of "Vernons Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates as established by the City of Fort Worth, Texas, and set forth in Contract Documents for this project. f 9. FINANCIAL STATEMENT: A current certified financial statement may be required by the Director of the Department of Transportation and Public Works for use by the City in determining the successful bidder. This statement, if required, is to be prepared by an ` independent Public Accountant holding a valid permit issued by an appropriate State Licensing Agency. 10. INSURANCE: Within ten days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Workers Compensation (statutory); Comprehensive General Liability ($1,000,000 per occurrence, $2,000,000 aggregate); and Automobile Insurance ($1,000,000 each accident on a combined single basis or $250,000 property damage/$500,000 bodily injury per person per occurrence. A commercial business policy shall provide coverage on "any auto', defined as autos owned, hired, and non-owned). Additional lines of coverage may be requested. If such a request is made after bid opening, Contractor shall be entitled to additional compensation equal to 110% of the additional premium cost. For worker's compensation insurance requirements,see Special Instructions to Bidders-Item 16. 11. ADDITIONAL INSURANCE REQUIREMENTS: A. The City, its officers, employees and servants shall be endorsed as an additional insured on Contractor's insurance policies excepting employer's liability insurance coverage under Contractor's workers'compensation insurance policy. B. Certificates of insurance shall be delivered to the City of Fort Worth, contract administrator in the respective department as specified in the bid documents, 1000 Throckmorton Street, Fort Worth, TX 76102, prior to commencement of work on the contracted project. C. Any failure on part of the City to request required insurance documentation shall not constitute a waiver of the insurance requirements specified herein. D. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of cancellation, non-renewal, and/or material change in policy terms or coverage. A ten days notice shall be acceptable in the event of non-payment of premium. E. Insurers must be authorized to do business in the State of Texas and have a current A.M. Best rating of A: VII or equivalent measure of financial strength and solvency. F. Deductible limits,or self-funded retention limits,on each policy must not exceed $10,000.00 per occurrence unless otherwise approved by the City. G. Other than worker's compensation insurance, in lieu of traditional insurance, City may consider alternative coverage or risk treatment measures through insurance pools or risk retention groups. The City must approve in writing any alternative coverage. H_ Workers'compensation insurance policy(s)covering employees employed on the project shall be endorsed with a waiver of subrogation providing rights of recovery in favor of the City. 1. City shall not be responsible for the direct payment of insurance premium costs for contractor's insurance. J. Contractor's insurance policies shall each be endorsed to provide that such insurance is primary protection and any self-funded or commercial coverage maintained by City shall not be called upon to contribute to loss recovery. K. In the course of the project, Contractor shall report, in a timely manner, to City's officially designated contract administrator any known loss occurrence which could give rise to a liability claim or lawsuit or which could result in a property loss. L. Contractor's liability shall not be limited to the specified amounts of insurance required herein. M. Upon the request of City, Contractor shall provide complete copies of all insurance policies required by these contract documents. 12. NON-RESIDENT BIDDERS: Pursuant to Texas Government Code, art.2252.002, the City of Fort Worth will not award this contract to a non-resident bidder unless the non- resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non-resident's principal place of business is located. "Non-resident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company of majority owner has its principal place of business in this state. "Texas resident bidder" means a bidder whose principal place of business is in this state, and includes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. This provision does not apply if the project is funded in whole or in part with federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for its bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. 13. MINORITYIWOMEN BUSINESS ENTERPRISE: In accordance with City of Fort Worth Ordinance No. 13550, the City of Fort Worth has goals for the participation of r minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. r The M/WBE Utilization Form, Prime Contractor Waiver Form and the Good Faith Effort Form, as applicable, must be submitted no later than 5:00 p. in. five (5) City business days after the bid opening date, exclusive of the bid opening date. The bidder shall submit the documentation at the reception area of the Department of Engineering ("Managing Department"), 2nd floor, City Hall, and shall obtain a receipt_ Failure to comply shall render your bid non-responsive. Upon contract execution between the City of Fort Worth and the successful bidder, now known as Contractor, a pre-construction meeting will be scheduled at which time the Contractor is required to submit either Letters of Intent or executed agreements with the M/WBE firm(s)to be utilized on this project. Such Letters of Intent or executed agreements shall include the following information: I. Name of Contract 2. Name of M/WBE firm utilized 3. Scope of Work to be performed by the M/WBE firm 4. Monetary amount of work to be performed by the M/WBE firm 5. Signatures of all parties A notice to proceed will not be issued until the signed letter(s) or executed agreement(s) have been received. Throughout the duration of this project, the Contractor comply with the M/WBE Ordinance by complying with the following procedures: A M/WBE Participation Report Form must be submitted monthly until the contract is completed. The first report will be due 30 days after commencement of work. The monthly report MUST have an original signature to ensure accountability for audit purposes. Reports are to be submitted monthly to the M/WBE Office, regardless of whether or not the M/WBE firm has been utilized. If there was no activity by an M/WBE in a particular month, place a"0" or"no participation" in the spaces provided, and provide a brief explanation. The Contractor shall provide the M/WBE Office proof of payment to the M/WBE subcontractors and suppliers only. The M/WBE Office will accept the following as proof of payment: I. Copies of submitted invoices with front and back copies of canceled check(s), OR 2. A notarized letter explaining, in detail: a Subcontractor/supplier Scope of Work b. Date when services were received from subcontractor/supplier c. Amounts paid to the subcontractor/supplier d. Orieinal sieaatures from both parties must be included on this letter_ If the Contractor foresees a problem with submitting participation reports and/or proof of payment on a monthly basis,the M/WBE Office should be notified. If the Contractor wishes to change or delete an M/WBE subcontractor or supplier,adhere to the following: 1. Immediately submit a Request for Approval of Change Form to the M/WBE Office explaining the request for the change or deletion. 2. If the change affects the committed M/WBE participation goal, state clearly how and why in documentation. a. All requests for changes must be reviewed and pre-approved by the M/WBE Office. b. If the Contractor makes change(s) prior to approval, the change will not be considered when performing a post compliance review on this project. Upon the Contractor's successful completion of this project, and within ten days after receipt of final payment from the City of Fort Worth, The Contractor will provide the M/WBE Office with a Final Participation Report Form to reflect the total participation from ALL subcontractors/suppliers utilized on the project. All forms are available at the M/WBE Office, 3rd floor - City Hall. For additional information regarding compliance to the M/WBE Ordinance, call(8 17) 871.6104. Upon request, Contractor agrees to provide to Owner Complete and accurate information regarding actual work performed by a Minority/Women Business Enterprise(M/WBE)on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an M/WBE_ The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result on the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. 14. AMBIGUITY: In case of ambiguity or lack of clearness in stating process in the proposal,the City reserves the right to adopt the most advantageous construction thereof or to reject the proposal. 15. PAYMENT,FINAL PAYMENT PROJECT ACCEPTANCE AND WARRANTY: Because of the unique nature of this contract, section 9.7 of the Standard Specifications for Street and Storm Drain Construction shall not apply and shall be superseded by the following: Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will,within a reasonable time,perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, the Contractor shall be advised in writing and will be furnished with an itemized list of all known items that have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection,and the Engineer shall proceed as outlined above. Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor as to that Work Order, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. The amount of the estimate will be paid to the Contractor after acceptance by the Transportation and Public Works Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment,the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order have been paid in full,that the wage scale established by the City Council in the City of Fort Worth has been paid,and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents that specifically continue thereafter. For purposes of this section, the Work Order shall be deemed complete and accepted by the City as of the date the punch list for the particular Work Order has been completed, as evidenced by a written statement signed by the contractor and the City. The warranty period shall begin as of the date that the final punch list for the particular Work Order has been completed. 1.6. AYR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a.m. - 10:00 a.m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. . The Texas Commission on Environmental Quality(TCEQ),in coordination with the National Weather Service,will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day_ On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m.whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel(ULSD),diesel emulsions,or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p.m., on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. 17. WORKERS COMPENSATION INSURANCE COVERAGE: Contractors compliance with Workers Compensation shall be as follows: A. Definitions: Certificate of coverage ("certificate") - A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project ("subcontractor" in,406.096) - includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The contractor shall provide coverage,based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services on the project,for the duration of the project. C. The Contractor must provide a certificate of coverage to the government-al entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The contractor shall obtain from each person providing services on a project,and provide to the City: (1) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project;and (2) no later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery,within ten days after the contractor knew or should have known, of any change that materially affects the provision of coverage of apy person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom it contracts to provide services on a project,to: (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements - of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project,for the duration of the project; (2) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain from each other person or entity with whom it contracts, and provide to the contractor: (a) a certificate of coverage, prior to the other person or entity beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (5) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (6) notify the governmental entity in writing by certified mail or personal delivery, within ten days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (7) contractually require each person with whom it contracts, to perform as required by paragraphs (1) - (7), with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project,that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured,with the commission's Division of Self lnsurance Regulation. Providing false of misleading information may subject the contractor to administrative penalties, criminal penalties,civil penalties or other civil actions. K. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. "The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Workers' Compensation Act or other Texas Workers' Compensation commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS'COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance_ This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project,regardless of the identity of their employer or status as an employee." "Call the Texas Workers' Compensation Commission at (512) 440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage,or to report an employer's failure to provide coverage." 18. AGE DISCRUMNATION: In accordance with the policy ("Policy") of the Executive Branch of the federal government, contractor covenants that neither it nor any officers, members, agents or employees who engage in the performance of this contract shall, in connection with such employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against any person because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents or employees acting on their behalf, shall specify in solicitations or advertisements for employees to work on those contract a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants that it will fully comply with the Policy and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the Policy in the performance of this contract. 19. DISCR MNATION DUE TO DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990("ADA"), Contractor warrants that it will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms or conditions of employment for applicants for employment with, or current employees of, Contractor. Contractor warrants that it will fully comply with the ADA's provisions and any other applicable federal, state, or local laws concerning disability and will defend, indemnify and hold City harmless against any and all claims or allegations filed by third parties against City arising out of Contractor's alleged failure to comply with the ADA in the performance of this contract. i - 1 - 4 - PROPOSAL VENDOR COMPLIANCE TO STATE LAW PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Charles R. Boswell Fort Worth,Texas City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the reconstruction of water, sewer, drainage and paving within Daisy Ln. (from Blandin St. to N. Chandler Ave.), N. Chandler Ave. (from Daisy Ln. to Goldenrod Ave.), Goldenrod Ave. (from N. Chandler Ave. to N. Riverside Dr.), N. Chandler Dr. (From Springdale Rd. to Selma St.), Honeysuckle Ave. (from Sylvania Ave. to N. Riverside Dr.), Marigold Ave. (from Sylvania Ave. to N. Riverside Dr.) and a 24" Storm Drain (from N. Chandler Dr. to Selma St.) and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: 2004 CAPITAL IMPROVEMENT PROJECTS YEAR TWO—GROUP 1 DAISY LN.,N. CHANDLER AVE., — GOLDENROD AVE.,N. CHANDLER DR., HONEYSUCKLE AVE.,MARIGOLD AVE. DOE NO. 4697 Project Numbers: T/PW--C200-541200-0202400014983 WATER—P253-541200-0602170014983 SEWER—P258-541200-0702170014983 Pursuant to the foregoing Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: 1 UNIT I - SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 1. 48.5 L.F. 6-Inch Water Pipe *; Per Linear Foot: "�'�a �W ►�r� - Dollars 0 and Cents $ Z& 2. 6,295.5 L.F. 8-Inch Water Pipe ; Per Linear Foot: Dollars and Cents $ $ 7-0X.451;- 3. 3. 5 L.F. 10-Inch Water Pipe *; Per Linear Foot: Dollars and o Cents $ 41) $ Z DD 4. 5 EA. 6-Inch Gate Valve w/ Cast Iron Box and Lid; Per Each: Sy-,/erl Dollars a�, opo and o Cents $ 0 $ o4 5. 14 EA. 8-Inch Gate Valve w/Cast Iron Box and Lid; Per Each: 00 Dollars $ 90�� $ 1joco _ and ia,o Cents 2 UNIT I- SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 6. 1 EA. 104nch Gate Valve w/Cast Iron Box and Lid; Per Each: `Tyy%g-rw*_,a \N%Ahyazr> Dollars oa ` and-- rAm Cents $t 00 $ 1 0 7. 3 Tons Cast Iron/Ductile Iron Fittings; Per Ton: f-ccL7N Sly[ k�kkywt.ED Dollars o� W and VA., Cents $ 4 $ 13 Bop ' 8. 5 EA Standard Fire Hydrant (3'-6"Bury Depth); Per Each: vsf�p �"f f-�v IAu,aoat�p Dollars a� and Cents $ 5C0 $ 15� 9. 15 V.F. Fire Hydrant Bbl Extension-, Per Vertical Foot: 7T r__rADollars ca and ..- - -- Cents 10. 5 EA Remove Existing Fire Hydrant; Per Each: Ne 14MApV.v_o r-%"l Dollars va 00 and 1111cb Cents $ 15O� $ '450 3 UNIT I- SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 11. 18 L.F. 12-Inch CL 51 DIP for San Sewer Repl at Variable Depth; Per Linear Foot: V4114ST`? FiyP– Dollars $ �5 $ 1 C) and rAo Cents j 12. 18 L.F. I0-Inch CL 51 DIP for San Sewer Rept at Variable Depth; Per Linear Foot: -_ � ro EI&I--val S>>c Dollars $ &to $ _5t-1& and Cents 13. 54 L.F. 8-Inch CL 51 DIP for San Sewer Repl at Variable Depth; Per Linear Foot: 0 r S�v�+yTY S+�y�s•� Dollars $ $ 4 and Cents 14. 18 L.F. 6-Inch CL 51 DIP for San Sewer Repl at Variable Depth; Per Linear Foot: S Sy F_to T'�..a Dollars $ $-q b and ,ate Cents 15. 162 EA. 1-Inch Service Taps to main; Per Each: E%&yyT 14aamv-_fl Dollars 00 00 and �►, _ Cents $ BC70 $ 1 Z�W 4 UNIT I- SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL F ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT r (Furnish and install, including all appurtenant work, complete in place,the following items) 16. 2,696 L.F. Install I-Inch Copper Service From Main to Five (5)Feet Behind the Meter; Per Linear Foot: t� �a Dollars o , and Cents $C $ 7-1+ z64 17. 12 EA. Relocate 1-Inch Service Meters and Meter Boxes; Per Each: aQ Tw-o 4Au,m8%Wt> F'%V_YY_ Dollars $ Z„50 $ 3�- and I'A o Cents 18. 5 EA Install Multiple Service Branches k For 1-Inch Copper Service; Per Each: Dollars oto and c_ Cents $ t 19. 162 EA. Furnish and Set Class 'A', 'B', and 'C' Meter Boxes; Per Each: f od 00 Two "%AtA o Dollars $ 7-CID $ 3?,0400_ and t-xv Cents 20. 1 L.S. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service; Per Lump Sum: fov� f%ue `Chc1As8Ks5 Dollars $4(5'000 $ 5' 000 and n Cents T- 5 r UNIT I -SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT i (Furnish and install, including all appurtenant work, complete in place,the following items) 21. 20 C.Y. Crushed Limestone for Misc. Placement; Per Cubic Yard: l]r,1 Dollars $� $ Zo z and Cents 22. 20 C.Y. Class 'B' Concrete (2500#); Per Cubic Yard: -014 S- Dollars o� and v10 Cents $ 23. 20 C.Y. Class 'E' Concrete (1500#); Per Cubic Yard: tyE Dollars o� coo and - ter, Cents $ $ ZD 24, 40 L.F. Trench Safety System; Per Linear Foot: w► Dollars oo as and Cents $ $ 4o- 25. °D25. 40 L.F. Extra Depth of Water Mains; Per Linear Foot. i Dollars 010 o0 and - ►moo Cents $ $ 1400— 26. 38.5 L.F. Min 2-Inch HMAC on 2:27 Concrete Base, See Fig. 4; Per Linear Foot: -51 x T y Dollars o?, ° and tilo Cents $ D $ .-Z'- 31 6 f UNIT I- SECTION A: WATER REPLACEMENT PAY APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL ITEM QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 1 (Furnish and install, including all appurtenant work, complete in place, the following items) c 27. 8,350 L.F. 2-Inch(min.)H.M_A.C. on 5-Inch (min.) Compacted Flex-Base (Temporary Pavement Repair); Per Linear Foot: .Ue.v0-V3 Dollars $ ki $ G ander t, Cents 1 Op TOTAL AMOUNT WATER BID $ $(o 7-5 D *Type of Pipe Used PVC DR-14: )< DIP Class 51: 4 TRANSFER TOTAL OF UNIT I- SECTION A: WATER REPLACEMENT TO SUMMARY OF BIDS ON PAGE 22 7 t UNIT h-SECTION B: SEWER REPLACEMENT ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 1. 598.75 L.F. 8-Inch Sanitary Sewer Pipe* (at all depths); Per Linear Foot: �o Dollars $ L 1) $ 73 95 C and r11O......"_._ Cents 2. 80.75 L.F. 8-Inch Ductile Iron Pipe* (at all depths); Per Linear Foot: oc — ago si x-Vf E %\-*T Dollars $ 6B $ ��_1.1 and Cents 3. 4 EA. Standard 4-Foot Diameter Manhole (0 to 6 feet depth); Per Each: sa. to 7'\q*r4't'Y Ft j9 qugip" Dollars $-7s 500 $ 19000 and t-A%j Cents 4. 1 V.F. Additional Depth over 6' Standard 4' Diameter Manhole; Per Vertical Foot: °; o0 Ows NutAoiiyrrY Dollars $ 150 $ M)— and— 1.40 Cents 5. 1 EA. Standard 4-Foot Diameter Drop Manhole (0 to 6 feet depth); Per Each: �a co 5 t x 4c A ri c�- Dollars $ 000 $ (( 000 r and P.A10 Cents 8 r UNIT I- SECTION B: SEWER REPLACEMENT ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 6. 10.5 V.F. Additional Depth over 6' Standard 4' Diameter Drop Manhole; Per Vertical Foot: 00 Dollars $ ZAci— $Z 1 vo�� and Cents 7. 5 EA. Vacuum Test for Manhole; Per Each: Ole OraE. 4mgnaw> Dollars $ 100 $ 500 and 14o Cents 8. 5 EA. Concrete Collar for Manhole, Per Fig. 121; Per Each: co Dollars $ kD)y and b Cents 9. 5 EA. Watertight Manhole Inserts; Per Each: Dollars 2 00 and tA0 Cents $ 60 $ 300 10. 10.5 VF. Protective Manhole Coating For Corrosion Protection; Per lam: Vm-riaai, mar CA4 00 D*aL lkw+so�o Ssg6m Dollars $1 $ and t-1 Cents 1 11. 2 EA. Remove Existing Sewer Manhole; Per Each: Tt.�lo j4,,.%0 � FT'Y Dollars and �-kt' Cents $ 7,50 $ 501D l 9 J UNIT I-SECTION B: SEWER REPLACEMENT ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 12. 18 EA. 4-Inch Sanitary Sewer Service Tap; Per Each: m rive A_%►VAC*.Vk-s_> Dollars $ 900 and- Cents 13. 450 L.F. 4-Inch Sanitary Sewer Service Line Replacement; Per Linear Foot: ' Oo ao Dollars $ $ 4050 and tA0 Cents 14. 18 EA. 4-Inch Sanitary Sewer 2-Way Cleanout; Per Each: - IWO Dollars $ 0 and_ a Cents 15. 20 C.Y. Crushed Limestone for Misc. Placement; Per Cubic Yard: oro oa Owa Dollars $ $ Z O_ i and t4o Cents } 16. 20 C.Y. Class 'B' Concrete (2500#); Per Cubic Yard: Q� Dollars and t.11 o Cents $ $ ZO 17. 20 C.Y. Class 'E' Concrete (1500#); Per Cubic Yard: b tic. Dollars and Cents $ $ 1 10 UNIT I-SECTIOIN'B: SEWER REPLACEMENT ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 18. 236.5 L.F. Trench Safety System; Per Linear Foot: Dollars y, and o Cents $ �. $ 443 19. 1 EA. Cut&Plug Existing (Mains All Sizes); Per Each: St x 4%4 M0g*4--% Dollars $ 600 $ 600` and VAC' Cents 24. 64 S.Y. Concrete Sidewalk Replacement; Per Square Yard: Dollars opo and Cents $ 3 21. 82 L.F. Sodding; Per Linear Foot: Dollars and Cents $ $ S20 22. 191 L.F. Min. 2-Inch HMAC on 2:27 Concrete Base, Per Fig. 4; Per Linear Foot: Dollars $-3a $ –4.0�o q and o Cents 23. 800 L.F. 2-Inch(min.)HMAC on 6-Inch (min.) Compacted Flex-Base (Temporary Pavement Repair); Per Linear Foot: 00 Qp -g%vrye Dollars $ ��� $ 400 � and Cents 1I UNIT I- SECTION B: SEWER REPLACEMENT ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 24. 679.5 L.F. Pre-Construction Television Inspection of Sanitary Sewer Lines; Per Linear Foot: o+� � Dollars $ and I-A ft. Cents 25. 679.5 L.F. Post Construction Television Inspection of Sanitary Sewer Lines; Per Linear Foot: o� 50 ONE Dollars $�� J�p Cents and t Ap TOTAL AMOUNT SEWER BID $ Ck 3 3�0 * Type of Pipe Used: PVC Pipe(SDR-35,Per E1-25, 6 - 15 inch) �C PVC Pipe(PS-46, Per E1-27, 6 - 15 inch) PVC Pipe(Composite Pipe, Per E1-29, 8 - 15 inch) PVC Pipe(Corrugated Pipe, Per EI-31, 6 - 15 inch) TRANSFER TOTAL OF UNIT I-SECTION B: SEWER REPLACEMENT TO SUMMARY OF BIDS ON PAGE 22 12 UNIT II--PAVING RECONSTRUCTION—BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work,complete in place,the following items) 1. 1 L.S. Utility Adjustment; Per Lump Sum: Forty-Five Thousand _ Dollars $ 45,000.00 $ 45,000.00 and No Cents 2. 2 EA. Project Designation_ Signs; Per Each: Two Hundred-Fifty . . . Dollars $ 250.00 $ 500.00 and No Cents 3. 1 L.S. Storm Water Pollution Prevention Plan; Per Lump Sum: wp VAu"amp Dollars and 4--1 o Cents $ ?-00 $ Zoo 4. 11,329 L.F. Remove Exist. Curb& Gutter; Per Linear Foot: CPO ©14e- Dollars and til o Cents 5. 762 S.F. Remove Exist. Conc. Valley Gutter; Per Square Foot: Dollars CPO and talo Cents $ $ LaZ. 6. 35,850 S.F. Remove Exist. Conc. Sidewalk, Leadwalk, Steps, Wheelchair Ramps; Per Square Foot: od oa, ©w E Dollars $ $ and too Cents 13 UNIT II—PAVING RECONSTRUCTION—BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 7. 17,578 S.F. Remove Exist. Concrete Driveway; Per Square Foot: opo ad C4-A Dollars $ _� $ 5 $ and Cents 8. 220 S.Y. Remove Exist. Concrete Pavement(Saw Cut Subsidiary); Per Square Yard: Stu Dollars $ 6 $ 2-O and Cents 9. 7,900 C.Y. Unclassified Street Excavation; Per Cubic Yard: Fti�r ��l Dollars $ and Cents 10. 1 EA. Remove Exist. 5-Foot Inlet; Per Each: �p•�t� .��+►n � Dollars $ 40 $ Y00 and Cents 11. 2 EA. Remove Exist. Double 10-Foot Inlet; Per Each: CYO go SFy 41k14b4-to Dollars $ �^ $ D and_ ylxc� Cents 12. 42 L.F. Prop. 21-Inch CL III R.C.P.; Per Linear Foot: 51)e—"y Dollars 00 and _--__ ti�,p Cents $ Ao0 $ 5;7-0 14 T f , ` UNIT H---PAVING RECONSTRUCTION—BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT {Furnish and install,including all appurtenant work, complete in place, the following items) 13. 630 L.F. Prop. 24-Inch CL III R.C.P.; Per Linear Foot: S+x-r`i StyDollars woo .a and c-,p Cents $ 6t�� $ 41. 586 14. 17 C.Y. Prop. 6-Inch Thick Crushed Limestone for Driveway Transitions; Per Cubic Yard: Dollars $ 357 $ 59.5 and_ 14C. Cents 15. 3 EA. Prop. Standard 10-Foot Inlet; Per Each: 00 a Tw� sY +�ru�r� e_Dollars $ Z.50V $ ADO and w10 Cents 16. 2 EA. Prop. Standard Double 10-Foot Inlet; Per Each: 4 fioy_`rY Fi v E Dollars co CPO and _ Tkd Cents $ q SDO $ 01 o o� f 17, 2 EA. Prop. Standard 4-Foot Square Manhole; Per Each: Dollars and cAr> Cents $ 00O $ (o�0op 18. 665 L.F. Prop. Trench Safety; Per Linear Foot: a M 5. Dollars Bo 00 and d Cents $ I $ 665 15 UNIT II-PAVING RECONSTRUCTION-BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT r (Furnish and install, including all appurtenant work, complete in place, the following items) 19. 980 C.Y. Prop. Trench Excavation&Backfill; Per Cubic Yard: �X C-oA-T Dollars Oft and X10 � Cents $ �� $ 1%41D- 20. 39,285 S.F. Prop. Std. 4-Inch Conc. Sidewalk, Leadwalk, Steps, Wheelchair Ramps; Per Square Foot: aK3 r e�q Dollars $ -1) and Cents 21. 144 S.F. Prop. Concrete Steps; Per Square Foot: Dollars and „ Cents $ 15 $ Z- 22. -22. 20,082 S.F. Prop. Standard 6-Inch Concrete Driveway; Per Square Foot: fou Dollars $ -� and TIM Cents 23. 136 S.F. Prop. Standard 6-Inch Concrete Driveway w/Exposed Aggregate; Per Square Foot: Dollars $ r $ �g0 and Isla Cents 24. 426.5 TN. Prop. 6-Inch H.M.A.C. Transition; Per Ton: �K TY �IVF- Dollars 250L 5�0 and -S►0.. ... Cents $ C(5 16 CE�V �5i�G{i� '`'1. � UNIT II—PAVING RECONSTRUCTION--BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 25. 1,024.5 S.Y. Prop. 8-Inch Cement Stabilized Subgrade @ 44 lbs_/s.y. (6-Inch H.M.A.C. Transition Area); Per Square Yard: 1 Na o Dollars and v� - l -.....,....__ Cents 26. 23 TN. Prop. Cement; (6-Inch H.M.A.C. Transition Area); Per Ton: A+ ! cr 0r4E. I4\+,.Aut�esa �C.aa���`f Dollars and - -- �o -- Cents 27. 300 L.F. Prop. 7-Inch Curb & 18-Inch Gutter (6-Inch H.M.A.C. Transition Area); Per Linear Foot: Dollars $ 1 a $ 5 'DD� and tAo Cents 28. 19 S.Y. Prop. 6-Inch Concrete Pavement (Head-In-Parking Valley Gutter); Per Square Yard: TA*\e67y%f SNY Dollars $ 'elm $ 6&4� and ,J,ch Cents 29. 1,772 C.Y. Topsoil as Directed by Engineer; Per Cubic Yard: Dollars $ 11.00 $ 19,492.00 and Cents 30. 18 EA. Adjust Water Valve Box; Per Each: Dollars $ 200.00 $ 3,600.00 . and Cents 17 UNIT II–PAVING RECONSTRUCTION–BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 31. 14 EA. Adjust Manhole; Per Each: Dollars $ 350.00 $ 4,900.00 and Cents 32. 162 EA. Adjust Water Meter Box; Per Each: Dollars $ 35.00 $ 5,670.00 and Cents 33. 295 L.F. 2-Inch (min.) HMAC on 6-Inch(min.) Compacted Flex-Base (Temporary Pavement); Per Linear Foot: Dollars $ $ t4 7--rs—a r and _ �,�, Cents 34. 22 L.F. I0-Inch CL 51 DIP for San Sewer Rcpl at Variable Depth(Storm Drain Design); Per Linear Foot: SE " Sr-_-4r-_;J Dollars and t,c, Cents 35. 105 EA. Paint Replacement of Existing Standard and Specialty Painted Curb Address Labels; ca Per Each: _TW*QAT`t Ft, F- Dollars `- and Cents 18 UNIT II—PAVING RECONSTRUCTION—BASE BID ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO, QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 36. 4 EA. Ceramic Tile Street Label; Per Each: 5,4L Dollars $ Soo $ 7- oyo�' and o Cents t�5 - TOTAL AMOUNT OF BASE BID TRANSFER TOTAL OF UNIT II--PAVING RECONSTRUCTION—BASE BID TO SUMMARY OF BIDS ON PAGE 22 19 UNIT II—PAVING RECONSTRUCTION—ALTERNATE "A"--H.M.A.C. ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place,the following items) 1. 17,920 S.Y. Prop. 6-Inch H.M.A.C. Pavement; Per Square Yard: �- Dollar and Ce $ $ 2. 21,570 S.Y. Prop. 8-Inch Cement Stabilize Subgrade @ 44 lbs./s.y.; Per Square Dollars $ $ and "�` ents 3. 607 TN. Prop. Cement; Per Ton: f D . ars and eats $ $ 4. 12,400 L.F. Prop. Standard 7-Inch Curb& ` 18-Inch Gutter; Per Lin o Dollars $ $ an Cents 5. 4,3 F. and 7-Inch Concrete Valley Gutter; Per Square Foot: Dollars $ $ and Cents TOTAL AMOUNT OF ALTERNATE "A"BID $ TRANSFER TOTAL OF UNIT H—PAVING RECONSTRUCTION—ALTERNATE "A"- H.M.A.C. TO SUMMARY OF BIDS ON PAGE 22 20 UNIT II—PAVING RECONSTRUCTION—ALTERNATE"B" -CONCRETE ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. QUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) 1. 20,820 S.Y. Prop. 6-Inch Concrete Pavement; Per Square Yard: �fwSwrt ou► Dollars 4o and Cents $ $ ry00, 09b r 2. 21,570 S.Y. Prop. 6-Inch Cement Stabilized Subgrade @ 33 lbs./s.y.; Per Square Yard: C 'jo Dollars $ $ S3 and- --- ,���t Cents 3. 356 TN. Prop. Cement; Per Ton: QmL 1A,%vkp `T\,4s,a-d Dollars oQ - and-� s•7�� Cents $ 1ZO $ Lo 4. 24,820 L.F. Prop. Silicone Joint Sealant; Per Linear Foot: 0 Dollars So andCents $ $ 0� 5. 12,400 L.F. Prop. Standard 7-Inch Concrete Curb; Per Linear Foot: �t O Dollars and tAo Cents $ $��� Soo µ0 TOTAL AMOUNT OF ALTERNATE `B" BID $ 4 TRANSFER TOTAL OF UNIT II—PAVING RECONSTRUCTION—ALTERNATE "B"- f CONCRETE TO SUMMARY OF BIDS ON PAGE 22 21 r SUNIIViARY OF BIDS BASE BID: UNIT I: WATER& SEWER REPLACEMENT coo Total Section A--Water(from Page 7) a� Total Section B—Sewer(from Page 12) $ C 3 3 la o�+ TOTAL AMOUNT BID UNIT I $ Orq+ 386 UNIT 11: PAVING RECONSTRUCTION b5 Total -Paving Reconstruction—Base Bid (from Pagel 9) $ jo O(C>,-09 5 Total -Paving Reconstruction—Alternate"A"-Asphalt(20) $ 14 o l�] — Total -Paving Reconstruction—Alternate "B" - Concrete (21} $ *CONSTRUCTION OPTION 1 -ASPHALT Unit I+Unit II (Base Bid+Alternate "A") $ �p *CONSTRUCTION OPTION 2 -CONCRETE Off' S Unit I +Unit II(Base Bid+Alternate "B") Q�- Z53 *THESE TOTALS ARE TO BE READ AT BID OPENING CONTRACTOR shall,if applicable, identify the pre-qualified sub-contractor who shall install water and/or sanitary sewer facilities.Pre-qualified sub-contractor for water and/or sanitary sewer installation. 22 PROPOSAL (Cont.) Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within Two Hundred - Sixty (260) Working Days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of ,our principal place of business,are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of _ , our principal place of business, are not required to underbid resident bidders. X B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. 23 I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. I (Initials) Addendum No. 3 (Initials) Addendum No. 2 (Initials) Addendum No. 4 (Initials) Respectfully submitted, TA 951 E- J, 'jif 1�e. By: Title - Address Slay Sri r,�.d ra w� �� ►�5 Telephone: (Seal) -•�^ Date: a u r4 e- ZZ. %Aa 6 24 ,ill.�IYi�,. h�•': !�. •i.R7YIN;' Fo r WO- (y-1 . . City,of Fort Worth i Minority and Women Business Enterprise Specifications SPECIAL,INSTRUCTICN&FOR BIDDERS �I APPLICATION-OF POLICY ,�. --If 16tid"d lltar:val�irr of J!he cbi aCt]s 25 I� $ f100 or-more the MIWBE oat l I"th x ,":P g s applicable. e i# Alar c lue bf Ilie tori a t;is less than $ 00{7, #tie ItiA 4lt1F31=goal;is..nc t.applicabie_ - POLICY. STATEMENT It is the poiia;y of the City of Fort Worth to ensure the full and equitable participation by Minority and Women Business Enterplises (MM13E) in the procurerneol of ail goods and services to the City on a contractual basis, All requirements and regulations stated in the Ci#y's W11 rent Minority and Women Business Enterprise ordinance apply to this(yid, _ M/WBE PROJECT GOALS The City's MIWSE goal on this project is 241%for Alt.`A'—H.M.A.C,or 29%for ALT. `B'-CONCRETE Of the total bid (Base(fid applies to Patks and Community services]. COMPLIANCE.TO BID SPECIFICATIONS Oil City cataracts of $26,000 or more, bidders are required to comply with the intenl of the City's MtVVBF Ordinance by Hither of the following: 't. Meet or exceed the above stated MIWBE goal, or 2. Good Faith Eftart documentation. or; 3. Waiver documentation, or, 06--26-00 V03 : 40 if., 4. Joint Venture, SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Managing Departme:tt,within the following times allocated, in ordef for the entire bird to be'considered responsive to the.specifications_ PPIiliNm- i ;rV�6glY YMMUMMERI&Wye.l r�a �106U Q$ l�:C2 flixe g F Subcontractor Utilization Form. if goal is received by 5:00 p.m_, five (5) City business days after the bid met.or exceeded; f o enin date, exclusive of the bid opening date- 2. Good Faith Effort and Subcontractor received by 5:00 p.m., flue (5) City business days after the bid Utilization Form, if participation is less than opening date, exclusive or the bid opening date- stated goal' 3. Goad Fairly Effort and Subcontractor received by 5.00 p.m., five (5) City business days after the bid Utilization'Form:if no M/Wl3!*participation: openin date, exclusive or tris bid opening dale 4. Prime Contractor Waiver Form, if you wit! received by 5'00 p_m., five (Sj City business days after the bid erform all subcontractin Isu plier work o enin date, exclusive of the bid o enin date 5. Joint Venture Form_ if utilize a joint venture received by 5:00 p-m-, five (5) City business days after ktie bid tq.mel or,exceed goal. , opeening date,exclusive of the bid opening date. FAILURE TO COMPLY WITH THE ClTY'S ll+MBE ORDINANCE, tftfiLL RESULT IN THE BID BEING CONSIDEREb UON-RESPONSIVE.TO'SPECIFICA-FiONS Any questions, please cowact tl:a NIIWBE Office at (897)352-6104, u ATTACHMENT1A Page I o14 FORT WORTH City of Fort Worth subcontractors/Suppliers Utilization-Form PRIME COMPANY NAME: check applicable block to describe prime MIWIDBI- NON-MNV1l7BF PROJECT NAME: J ZOO 4 L 4 P 4 F A 0- 7- - C-i rz�v w.4 P SID DATE City's M1wBE Project Goal; Prime's MMJBEyP,rroject Utilization: ` f PkROJECT NUMBER q$ Identify all subcontractors/suppliers you will use on this project 4 Failure. to complete this form, in its,;entirety with requested documentation, and received by the Managing ; Department on or before 5:00 p.m. five(5) City business.days after bidopening, exclusive of bid.opening,date, will result in the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MIWBE firm(s) listed in this utilization schedule, conditioned upon execution of a-contract with: the City of Fort Worth. The intentional ,andfor knowing,misrepresentation of.facts is"grounds for consideration of disqualification and will result in the bict,being col sideied non-responsiiue _.to bid specifications MNVBEs listed toward meeting the project goal must be located in the nine (9) county marketplace or f currently doing business in the marketplace at the time of bid. Marketplace is the geographic area of Tarrant, Parker, Johnson, C011inr Dallas, Denton, Ellis, Kaufman and Rockwall counties. Identify each Tier level. Tier is the level of .subcontracting below the prime-contractor, i.e., a direct payment from the prime.contractor to a subcontractor is considered 1'tier, a payment by a subcontractor to its.supplier is considered 2"d tier _ ALL M/WBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located or doing business at the time Of bid opening within the Marketplace, that have been determined to be bonafide minority cr women businesses by the North Central Texas Regional Certification Agency (NCTRCA), or the Texas Department of Transportation (TX DOT), highway division. Disadvantaged Business Enterprise (DBE) is synonymous with MinorityNllomen Business Enterprise(MIWBE). If hauling seryices are utilized, the: prime' will be-,given credit as long: as the MNVBE listed owns and operates at least one full x`licensed slier operational truck to. be used on the Contract. The MJWBE may lease trucks from another MNVBE-firm, including IVINVBE owner-operators, and:receive.full MNVBE credit. The MNVBE may lease tnlcks.from non.,M/WBEs, including owner-operators, but will only receive credit for the fees and commissions earned by the MNVBE.as outlined in the lease agreement. F Rev,S OMa ATTACHMENT toRage 2 of 4 I Primes are required to identify Awl.subcontractorslsupplfem r6gardless of status;i.e.. Minority,Women and non-MANBEs- i Please 14st MNVBE ftrrns first,use additional sheets it necessary- E - CertfRCaiiu�a � {r.MeG�anew ° SUBCONTRACTOR ISUPPLIER T ° Company Narrre i +� � Detail Detail Address a M •yy x -m Subcontracting Work Supplies Purchased Dollar Amount Telephone/Fax r E. ! R O [--BEC .E. A 25 ox- ; tic. 46 l l I t tiT -W$14 -.B-LL ko P+TIqL E13613 1II ��,• �.YO• Tx. -461V ,r �� � 19 469 IA -�� # r F i. k D oo� 4r-.-w%"o,7)e. 531`5 1 00 ,uf;T WmTi4r rtY. '461Vr �. S6 -48, 3 _ 3 Ree 5130163 I ATTACHMENT 1 A ;R' Page 3 of d Primes are required to identify ALL SubrorltractoNsuppilers,regardless of status; i.e., Minority, Women and non-MMIBEs_ Please fist MANBE firm Ffs'#,use additional shed s if necessary. Certification { (check an�� r tWBCONTRACTORISUPPLIEF ry` r Company Name i N T Detail Detail Address M w C X ;i Subcontracting work Supplies Purchased Dollar Amount 4 TelephonelFax r B B T D I' E E R O .,f.. C T ! : A il�pf dT -7� s o,%ie, I,h 1 e O� Qox (OZ 1�I +ear 1�1a . T . ell ep 1 t r1cD f Ito _ 44- 49 1 00 3 Z I F rev.5I30I03 ALWM '4 ? PPFr�oit .4tyr.Wamen.and narrIG11W8F fi8itydlfy oYnasl7eetr�Ftceys�sa'ry Mc, 1 `1[`tfq�., tI-:..� r�e1 - 'f-�l.rx'�:�.SS�A"f��`'S�A+Y�3'E �:•�',� R4itti'=•`„�' ��. 3 r.4 -. .s - -" 41) SCO N7RACTOR/SUPPLJEP w5[ u� vcfi [detail' Detail . Com pa,ny Name C K < SubcontractingWork Supplies Purchased Address PP Dollar Amount Telephone/Fax r g, .B :.t- p C A TX an 3981 i i f 4 1 i I I y i 7 ' f JL 7 ..tri yLy @1f- QJO3. ff ' •ri i i fps ATTACHMENT 1A FURT ojKT G� Total Dollar Amount of MMBE Subcontractors/Suppliers Total Dollar Amount of Nora-M/WBE Subcontractors/Suppliers - �� � P i TOTAL. DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS _ i Fhe Contractor will not make additions,'deletions, or substitutions to this•.certified list without the prior approval i the Minority and Women Business:.Enterprise Ofli a ,ManaQ[,er or d�sagnee through, the submittal. of.a I_.��quest for Approval of ChangWAdditfon. Any urijtastrbedf-66 ange o�d�letinrr shall::be.,a material bteacftof ,ontract and may result in debarment in accord with the proceduKe ®uflired~in :the ord-€Hance:. The contcac#or. 'all submit a detailed explanation of how the requested change/adQJbn:or deletion,will.affect-the committed 1VVBE goal.,-if the'detail explanation•is not,submitted;:itwili affect,the finaVc"ornpliahce determination . y affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including + "1/W/DBE(s) arrangements submitted 'with the bid The Offeror also agrees to allow an audit and/or �amination of any books, records and files held by their company. The bidder agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/supplierslcontractors participating on the contract that will substantiate the actual work erformed by the M/W/DBE(s}- on this contract,-by an authorized officer or employee of the City. Any Intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment fiiom City work for a period of not less than three (3) years and for initiating action under Federal, State or -ocal laws concerning false statements. Any failure to comply with this ordinance and create a material Ulreach of contract-may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. orixed"99,6re Printed Signature itle ' Contact Namerritle(if different) ,SM-4(NI � 1�.-lea_ I"e_ 31A-SW4 -K0'36 S«-644-7-0M company Name Telephone and/or Fax P.0. 0,O � C) 40-F-�-h, ��+�dec sFt 0 c,+,ftb i 1�.a_i,no-Ceg ) � i dress E-mail Address jty/StaterZip Date i Pei �&J'W' r i i ATTACHMENT 1C Fuge 1 of 3 FORT WORTH City of Fart Worth Good Faith Effort Form PRIME COMPANY NAME: Check applicable bloat to describe rime MMIDBENON-MWIDBE PROJECT NAME: BID DATE , 200 C-1 `f ry p C-►� �e City's M1WBE Project Goal: PROJECT NUMBER If you have failed to secure WWBE partiDipation and you have subcontracting andfor si�pplier'd ortunities,or,if your DBE parti¢ipation:is-less than.the;City's<project goal,-y.o ra must:complete>this.form, - If the bidder's method of compliance with the MIWBE goal is based upon demonstration of a "good faith efl`ort", the bidder will have the burden of correctly-and accurately preparing and submitting the documentation required by the City. Compliance with each item, I thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or I N knowing misrepresentation the facts or intentional discrimination by the bidder. Failure to complete this form, in its entirety with supporting documentation, and received by"',thia. Managing Department on or before 6.00 p.rn, five(S):City business days.after bid opening, exclusive 4iitf< opening-date, will result kr the bid Beit}g._considered°non-responsivetabio.spgcifications. E 1.j Please list each and every subcontracting and/or supplier opportunity) for the completion of this ' project, regardless"of whether it is to be provided by a M/WBE or non-M/WBE. ®{ O NOT LIST NAMES � OFF� IRDS) On Combined Projects, list each subcontracting and or supplier opportunity through the ! 2n tier. (Use additional sheets, if necessary) f � List of Subcontracting Opportunities Fist of Supplier Opportunities ' E 4- to to € E ' f Rev.0&30103 ' I ATTACHMENT I Ci Page 2 of 3 2.) Obtain a current (not more than three (3) months old From the bid open date) list of k4 WBE subcontractors and/or suppliers from the City's k11 fWBE Office, Date of Listing. 04 1 0 tiA 1 O No — - , I t 3.) Did you solicit bids from M/WBE.firms,within the subcontracting:andlor supplier areas previously listed,at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are ' ti p ? v erred. /Yes (if yes,attach MIWBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MMBE firms, within the subcontracting and/or supplier areas previously _ listed,at least ten calendar days prior to bid opening by telephone,exclusive of the day the bids are opened? L L r.Nr " 'Zia f -Lo 0t9 ` f --I, es (1f yes,attach list to include name of MIWBE firm,verson contacted,phone number and date and time of contact) No NOTE: A facsimile may be used to comply with either 3 or 4, but may not be.Used for:both if a>-tai simile I is used, attach the fax confirmation, which is to provide MIWBE name, date;:tlme,1A . number'and documentation faxed. = I NOTE. if the list of M/WBES for a particular subcontractingltupplier opportunity is ten (10) or jess'the � bidder must contact the entire list to be in compliance with questions 3 and 4. If the list of MIWBEs for-a particular subcontractin&upplier opportunity is ten (I Of or more, the bidder must contact at least thirds {2(3) of the list within such area of opportunity, but not less than teri to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential MIWBEs or information regarding the location of 't 131 S and specifications in order to assist the MIWBEs? +/Yes No i 6.) Submit documentation if MNVBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the fif1I BE was rejected and any supporting documentation the bidder wishes to be considered'by the City. In the event of a bona fide a dispute concerning quotes,the bidder will provide for confidential in-camera access to and inspection of any relevant documentation by City personnel. Please use additional sheets,if necessa I , andattach. r Company Name Telephone Contact Person Scope of Work Reason for Rejection D ; !i 1 l 4 - F i Rev_05130M -- -- — _.--`— --- - - - - - - - -.. ..$i€€ -- ATTACHMENT IC Page 3 of 3 s 3- ADDITIONAL INFORMATION E �! Please provide additional information you feet will further expiain your good and honest efforts to obtain Mill BE participation on this project. � a ; i The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this + ' contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and fol'initiating action under Federal, State or local laws concerning false f statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time n®t less than one (1) year. The undersigned certifies that the information g provided and the MIWBE{s} listed was/were contacted in good faith. It is understood that any lRAIWBE(s) listed in Attachment 1C will be contacted and the reasons for not using there will be verified by � the City's MMBE Office. - tho Signature Printed Signature Title Contact fume and Title (if different) Company flame Phone Number Fax Number J �. © 3'&0 Address Email Address j r . h0i7 --.4 • x. 4/ 7- C City/Statelzip Date t - 6 - PART C - GENERAL CONDITIONS PART C - GENERAL CONDMON TABLE OF CONTENTS ' NOVEMBER 1, 1987 ' TABLE car- CONTENTS Cl-1 DEFINITIONS C1-1 (1) C1-1.1 DefinitionofTerms CI-E2 Contract iDocumews C-1-1 (2 C1-1.3 NoticetoBidders C11-1 ( ) CI-1.4 Proposal C,1-1 ( ) Cl -1.5 Bidder CI-1 (2) -C1-1.6 General Conditions Cl-1 (2) CI-1.7 Special Ccrnditians C I-I (2) C1-1,8 pecification" C1-1 2) C:1-1.9 Bonds CI-1 (2) C1-1.10 Contract CI-I (3) C1-1.11 Plsns t-I (1) CI-1.12 City C1-1 (3) CI-1.13 Oily Council C1-1 (3) C1-1.14 Mayor CI-I (3) CI-1.15 City Manager 1-1 (3) 1-1.16 City Attomey CI-I (3) C1-1.17 Di rector o F P ubli c Works C1-1 ( ) 1-1.18 Director, City Water Department C 1-1 (3) C±1-1.19 Engineer CI-I (3) CI-1.20 Contractor c l-I (3) C1-1.21 Surefies, C 1.-1 (4) 0-122 Thr. Work or Project Cl-I (4) C.'I-1.23 Worlcing Day Cl-1 (4) CI-1.24 Calendar Days CI-1 (4) C1-1.25 Legal Holidays C1-I (4) Cl-1.26 Abbreviations C]-1 (4) C1-1.27 Change Order Cl-1 (5) 0-1.28 Payed SIret�tm and Alleys c l-1 (5) CI-1.2q Unpaved Streets or Alleys C l-I (6) C1-1.30 Cray Street C1-1 ( ) C:1-1.31 Roadway C1-1 (f) C1-1.32 Gravel Street C1-1-(C) C2-2 INT FRETATMN AND PREP RA"110N OF PROPOSAL C.`2-2.1 Pmposal Form C2-2 (1) C2-2.2 Interpretation of Quuntities C2-2 (l) C2-2.3 Examination of'Cantnict Documents and Site of Project C2-2 (2) C2-2.4 Submitting of Proposal C2- (2) {1 ) C2-2.5 Rejection ei`proposals C-2-2 (3) C -2.6 Enid Security C2-2 (3) C2-2.7 Delivery of Proposal C2-2 (3) C2-2.8 W i I lidi-,awi ng Proposals C2-2 (3) C,'2-2.9 Telegraphic Modifications of Proposals C2-2 �3) 2-2.10 1'u iic C}Pe21ing of pivosai C2-2 (4) C2-2.1 i Crregular Pmposais C2-2 (4) C2-2.12 Disqualification of Bidders C'2-2 (4) C3-3 AWARD AND EXECtMON OF DOCUMENTS: 0-3.1 Consideration of Proposals 0-3 (1) C3-3.2 Ivlinwity Business Erytcrprise/Women Business 0-3 (1) Enterprise Compliance 0-33 Equal Employment Pwvisiloms C3-3 (1) 3-3.4 Withdrawnl of Proposals 0-3 (1) �. 0-3.5 Award of C'ontmo C3-3 (2) C3-3.6 Recur =Proposal SccwiIies C3-3 (2) C3-3.7 Bonds 0-3 (2) C:3-3.8 Execution Qf Cuntraci C3-3 (3) C'3-3,9 Failure to Execute Contract C3-3 (3 C-3-3.10 Beginning Work 0-3 (4) C3-3.11 Insurance C3-3 (4) C3-3.12 Contractor's 0b]igutions C~3-3 (5) C3-3.13 weekly Payrolls C3-3 (6) C:3-3.14 Cantractor`5 Contract Administration C3-3 (6) C.3-3.15 Venue C3-3 (7) C4-4 SCOPE OF WORK 04-4.1 Intent of Contract Uocutn is C4A (1) C4-4.2 Special Provisiows C'44 (1) 044.3 ]ncreosed or Decreased Quantities C44 (1) C4-4.4 Alteration of Contract Documents C44 (2) Cs4-4.5 Extra Work C44 (2) C4-4.6 Schedule of Operation C4-4 (3) 04-4.7 Progress Schedules for Water and Sever Plant Facilities C44 (4) cs-5 CONTROL OF WORK AND MATERIALS C5-5.I At diarity of Engineer C.5-5 (1) C5-5,2 Conformity with Plans CS-5 (1) 0-5.3 Coordination of Contract DiDeLun is C5-5 (1) C5-5.4 Cooperation of Contractor C5-5 (2) ('5-5.5 Emergency widlor Rectification Work C:5-5 (2) C5-5,6 Field Office C5-5 13) 5-5.7 Construdion Stakes C5-5 (3) (2) C5-5.8 Authority ai,d r)utiex of city Tri speetor C5-5 (3) 12.5-5.9 hispectioti 5-5 (4) CS-S,10 Removal of Defecli've and Unauthorized Work C5-5 (4} C5-5-11 Substitute Materials or Equipment Cf5-5 (4) C5-5.12 Samples and Tests of Materials C5-5 (5) CS-5.13 Storage of Materials C5-5 (5) CS-5.14 Existing Structures and Utilities CS-5 (5-) CS-5J5 S Intemuption of Service CS-5 (6) C5-5-.16 h4utua.l Responsibility of Contracto-rs C5-5 7) C5-5.17 Clean-up C5-5 (7) CS-5.18 Final Inspection C.5-5 (8) C:6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY 6-15,1 Laws to.be Observed C:6-6 (1) C6-16.2 PermiL5 and Licenses 176-6 (1) C6-6.3 Patented Devices, aterials,.andProc.esses C6-6 (l) C6-6.4 Sanitary Provisio C6-6 (1) C6-6.5 Public Safdy and Convenience C6-0 (2) .G6-6.6 Privileges f C ontmetor in Streets, Alleys, C6-6 (3) and Right-of-Way C6-6,7 RaiI way Crossings 6 (3) C6-6.8 Barrioades, Warning.s and Flagrnen C6-6 (3) C6-6-.9 Use of Explosives, Drop Weight, Etc. 6-6 (4) C6-6_10 Work Wilbin Ea menti C(�-6 (5) (:6.6. 11 Indcp-Indent Contractor C6-6 (6) C6-6.12 Contractor's Responsibility for Damage Claims C6-6 (6) 6-6,13 ciarilractor's Claim fibr Darnnges C6-6 �8) C6-6.14 Adjustment or Rclocation of Public Utilities. Etc, C'6-6 (8) C'6-6.15 Tempormry Sever and Drahi Connections C6-6 (8) C6-6.16 Arrangement and Charges for Water F'umiskd by IN-,-City Cf- (9) 6-6.17 Use of a Section or Portion of the Work C:6-6 (9) C6-6-1 8 Contractor-s Responsibility for the Work C6-6 (9) C6-&19 No Waiver of Logal R.igbis C6-6 (9) C'6-6.20 Persona Liability of Public Officials C6-6 (10) C6-6.21 State Sales Tax C6-6 (10) C7-7 PROS FC U TION AN D PR.O ES S C7-7.1 Subletting C7-7 �I) 7-7.� Assignment of Contract C7=7 (1) 7-7.3 Pi-wecudon of The Werk C7-7 (I) ! 7-7.4 Limitation ofOpermiam,; C7-7 ( ) C7-7.5 Character of Wo.i1men and Equipment C7-7 (7) C'7-7.6 Work Schedule C7-7 (3) C:7-7,7 Time of C ommencenitmi and Completion 7-7 (3) C7-7.8 Extension ofTime Completion C7-7 (3) (3) C;7-7.9 Delays C'7-7 (4) C7-7.10 Time of Completion C.7-7 (4) C7-7.1 i Suspension by Court Order C7-7 (S) C7-7.12 Temporary Suspension C7-7 (5) C7-7.13- Termination of Contract clue to National EmergerIcy C7-7 (6) t"7=7.14 Suspemiun or AbandoniTwnt of the Work C.74 ( and Amulnient of the Contract: C7-7.15 Fulfillment of Contract C7-7 (8) C7-7.16 Termination for Convenience of the (owner C7-7 (8) C7-7.17 Safety Methods and Pracsice,s C7-7 (11) C8-8 MEAS[I1 . 1ENT AND PAYMiENT 08=8.1 MeatsuTement Of Quantities C8-8 (1) C$-81 Unit Prix's c8-8 (1) C8-8.3 Lump Sinai C84 (1) C$-9,4 Scopeof€'syment C8- (1) CS-9,5 Partial F-stimates and Retainage CS-8 (2) CR-8.6. Withholding Payment 8-8 (3) 08-8.7 Final Acceptance (.8-8 (3) C8-m Final Payment C8-8 (3) CR-8.9 Adequacy ofDesign CS-8 (4) C8-8.1 Q General Guaranty C'8-8 (4) C8-8.11 SuWdiary Work C8-$ (4) C84.12 hal isceilaneous Placement«f Maleriat C$-8 (4) C8-8.13 Reumd Documents C8-8 (4) (4) PART C - GENE KAL C0 N C)ITIONS C1-I DEF11+1MONS SES"710N it l-1 DEFTA]ITION C1-1.1 DEFINITIONS OF TERMS. Wilt-Tit-VU in these Contract Documents the following terins or pronouns in place of them are used, the intent and nicaning shall be understood and interpreted as foilows: CI-1.2 CONTRACT DOCUMENTS: The Contract Documents are.i_n all of the written and drawn doeurnents, such as specifications; bonds, addenda, plans, etc., which govern the. terms and peribrmance of the cunlmc1. These are contained on ilie General Contract Docunit!ats and the Special C~'ontract.0ocumcn.ts, d. GENERAL CONTRACT DOCUMFNT ; The General Contract Documents govern all Water Department Projects and Include the Following Items PART A - NOTICE TO BIDDERS (Sample) White PART B - PROPOSAL (Sample) White PART C - OENERAL CONf7MONS (CITY) canary Yellow (Developer) Brown PART D- SPECIAL CONDITIONS Green PART E - SPECIFICATIONS FI-White E2-Golden Rod UA-White PERMI'T51EASEMFNT Blue PART F - BONDS (Sample) White PART G- CON-F AC°T (Sample) White h. SPECIAL CONTRAcr DOCUMENTS: The Special Contract Dowments are prepared for each specific project as a supplemetii to the General Contract Documents and include. the following iiems; TART A - NOTICE TO BIDDERS (Ad veilisernent) sauce as alcove PART13 - PROPOSAL (Bid) ?AIT C - GENERAL C ON D17ION S PART D - SPECIAL CONDITIONS PARTE - SPECIFICATIONS VERM1T [EASE ENTS PART F - BONDS PART - CONTRACT PART Ii - PLAN (Usually bound separately) C1-) (1) Cl-I.3 NOTICE TO BIDDE1 . ALI of the legal publications either acIually published in public advertising medium or furnished direct to interested parties peri-aining to the work contemplated under the.Contmet Doci,ments conAtutes Elie notice to bidders. C1-IA PROPOSAL:SAL: The completed written and signed offer or terider of a bidder to perfonn the work which the Ownu desires to have dune, loge-thfr with the hid security, constitutes #tie Proposal, which becomes binding upon the Bidder when it is officially received by the Owner. has been publicly operied acid read wid not rejected by the Owner. CI-1.5 BIDDEN: Any person, persons, fim, partnership, company. association. cufporatiot4 acting directly or through a duty authorized mpresentative, submitting a proposal for performing the wort{ contemplated under the Contract Documents, cunslitutes u bidder. -CI-1.6 GE1+1ERAL_ (LNDI'TION_: The Gencral Conditions are the usual construction and contract requirements which govern (lie performance of 0w work so that it will he carried on in accordance with the cuslu mart' procedure, the locA statutes, and requireinents of the City of Dort Worth's charter and pronniIgated ordinances. Whenever there may be a conflict between the Gwieml Conditions and [lie Spacial Canditiona, [lie latter shall (eke precedence. . QJ-1.7 SPECIAL C DNDI ONS: Special condi tion are the speci& requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General C'onditirrras. Whcn considered with the Gcmeral Conditions and other elements of the Cantraet Doc:umems they provide Lhe iaif6rmation which the Contractor and Owncr should have in order to gain a thorough knowledge of the project. CI-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which set forth in detail the requirements which must be inet by all ,Materials, consi-metioan, workmanship, oquipmcnt and services in order to render a crimpleted an useful project. Whenever reference is made to standard specifications, regulations, regiairernents., .matutes, etc., such referred to doc-umcnts shhll become a pain of the Contract Documents just as tbough they owe,� ernbpdied therein. C1-1.9 BONDS. The bond or hands are the written guarantee or security furnished by the Coni ctor for preempt and faithful perfvrmancc of the cnntract mod include the following: ii. Performance.Bond (sec: paragrapb C3-3.7) b. Payment Bond (see paragraph 0-3.7) C. Mainteriamce'Band {see paragraph f`3-3.7) d. Proposal or Bid Security (see Spec:iaai Instructions to Bidde)rs, Tart A and C2-2.6) M-1 (2) C1-1.10 CON TRA C`_T: The Contract is a forntsl signed agreement between the owincr and the Comractor covering the mutual undentanding of Ire two com muting parties about the project to he completed under the Contract Documents. CI-1.1 1 PLANS: The plans are the drawirigs or reproductions these#rc rrx mAc by the OwntrCs representative sbn ing in devil Ilse 1(kcatiorr, dimerLsign and position of the various elements of the project, including such profiles_ typical cross-sections, layout diagrams, worldng drawings. preliminary drawings orad such ipplerns:rrtAl drawings As the Owner may issue Io clad I} other drawings or for the pugN)se of showing changes in the work hereinafter authorized by t11e Owner. The plays arc ustinlly bound separately from the ether parr of the Contract Documents, but they are pari of the Contract Documen is i wrt as though they were hoLmd tlyerein. Ci-1.12 CI'T'Y: 713e City of bort Worth, Texas, a municipal coip(?ratiorr, auIhoriced and chartered LUIdCT the Texas State Statutes, acting by and thoough its goverrdng body or its City Manager, each of which is required by charter to perform specific duties. 'ICesponsibi.lity for final enforcement of the Cow racls i rivoIving the City of bort Worth is by Chanter vcsted in the Cily Manager. The terms City amid Owner are synonyrrrous. C 1-1.13 CITY COUP CIL,: The duly elected and qua Iilied governing body sof the Citi+of Fort Worth, Texaq. Cl-1.14 MAYOR: 'fie officially elected Mayor, or in his absence, the Mayer Pro tens of the City of Port Wortlh, Texas. C1-1.15 CITY M ANACER� Time officially appointed and amthori71ed City Manager of the City of Fort Worth, Texas, or his duly authorized Fepm,;entadve. l-l.16 CITY A,TTCIRNEY: The officinally appointed City Attorney of the City of. Fort Words, Texas, or his duly authoti7ed repro-se-pre CI-1.17 DIRECTOR OF PUBLIC WORKS: T'Jrc officially appointed official of Clic City of Fori Worth, Texas, reforred to in the, char#cr as the City Engine-er, or his duly authorized representative. C#-1.18 DIRECTOR, CFIY WATER DEPART1 FNT: -Re officially appointed Director of the City Waler Department of tlrc City of Dart North, Texas, or his duly authorized repremitative. assisrant, or agents. C1-1.19 'ENGINEER: The Director of public Works, the Director of the Foit Worth City Water DeVarirnent, or their duly authcirized assistants, agents, engineers. inspectors. ' or superintendents. acing within the Neop: of the particular duties entrusted to them, C 1-1.20 CONTRACTOR., The person, person's, partnership. company, finn, assQci ation. or corporation. entering into a contract with the Owner for the execution of work. acting 1-1 (3) directly or through a duly authorized representative. A sub-contractor is. a Mem, firm, corporation, supplying labor and materials or only labor, ror tete work at the site of the project. 1-1.21 SU TIES: The Corporate bodies which are bound by such fronds as are required with and for. the Contractor, The sureties engaged are to be hilly reSPOIrsible for the entire and satisfactory fulfillment of the Contmi and for any and all requiye-ments as set forth in the Contract Documents and approved changes therein. C1-,1.22 THE WORD OR PROTECT: The completed work contemplated in and coveted by the Contract Documents, including but not limited to the rurnishing of all labor. materials, tooki, equipment, and incidentals necessary to produce a completed and servicele project, Cl-1.23 WORKINCi DAY: A working day is defined as a calendar day. not including Saturdays, Sundays, and legal holidays, in which weather car other conditions not under the control of the Contractor pennit the performance of the prinei pal unit or work for a period of not less than seven (7) hours between 7:00 a.m. and 6,00 p.m., with exception±c as } ermined in paragraph C7-7. C 1-1.24 CALENDAR DAYS: A calendar day is zany day of the week of moetth, no days beir�g.exccpt�i. C1-1.25: LEGAL 1,10LIDAY : Legal holidays shalt be observed as prescribed by lige City Council of the City of Fort Worth for observance by City employees as follows; 1. New Yee,; day January 1 M.L. King, Jr. 13irdreiay Third Monday in January 3. len�orial Day Last Monday in May 4. Independence Day July 4 S. Lahr Day First Monday in Seplember b. Thanksgiving Day Foun h T'h", ay in Move rTnber 7. Thanksgiving Friday Forih Friday in Novembor ?i. ChTisimms Day December 25 el. Such other days in lieu of holidays as the City Council may determine When one of the above maned holidays or a special holiday is declared by the City Counvil, fails on a Saturday; the lioliday shall be observed on the preceding Friday, or if it falls on Sunday, it shall he- observed ern the following Monday, by those empleyees working on working day operations. Employees working ca]cmdar day operations will cotlmider the calendar as the holiday. Cl-1.26 ABBREVIATIONS: Whenever t€c-ahbrmiations defined herein appear in the Contract Documents; the intent and meaning shall be as follows: Cl-I (4) AASHTO - American Association of Stat: M(H) - Million Gallons Highway TranspDrtation Ofl-icials. per Day ASCE - Arnerican Society of Civil { ITS - Cubic foot per Engineers Secund lAW - In Accordance With Alin. - Minimum ASTM - American Smiety of Tc!Ailig Mono, - Monolithic Materials % - I'ercenturn AWWA - American Water Works R - Radius Associalitm LD. - Lnside Diameter ASA - American StandardsA ociation D,D. Outside Diameter Hl - Hydraulic lnsiitutc Elev. Elevation Asph. - Asphalt F - Fahrerdieit Ave. - Avenue C - Centigrade Blvd. - Boulevard In, ire h Cl - ns-1 Iran Ft. - hoot CL - Center Line St. - Street 1 - Galvanized Iron CY - Cubic Yard Lin. - Linear or Lineal Yd, Yard IN - Pound SY - Square yard MH - Manhole L.F. Linear Font lw.+lax. Maximum D,I_ Ductile Iron C'1-1.27 CHANGE ORDER: A "Change Order" i� a witten supplemental agreement between the Owner and the Contractor covering some added or deducted item or feature which may Fre found necessary and -which was not spe�cifrcally inciudf,-d in the scope of the pmject oil which bids were submitted. Increase i-n tinit quantities stated in the proposal we not the subject matter of a Cluuige Order unless the increase or decrimse is more than 25% c the amount of the particular item or items in.the ori ginfaI proposal, All "C:hangc Orders" shall be prepared by the City from information as necessary furnished by the Corrlractor. CI-1.28 PAVER] ST'1 E:=ETS AND ALLEYS: A paved sts-cet or alley shall he &-fitted as a strcct or alley having one of Iht! fallowing hypes of wegring surfaces appiied nvcr tete rtstural unimproved surface- 1. Argy type of asphaI1ic runcrete with or withoeil separate base material. 2. Any type of asphalt surface treatment, not incIediirtg an exiled surface, vwritli of without separate base material. 31 Brick. with or Without separaw base material. 4. Concrete, with or without separate base maternal. . Any conibination of the above. Cl-1 (5) C1-1.29 UNPA ED STREETS QIP ALLEYS: M unp3veci street alley, roadway or other surface is any area except those defined for"Paved Streets knd A.1leyi." CI-130 CITY STREET: A city streel i.� defined as Ihat area between the right-of-way Ii-nes as thf. street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel litres two (2') back of the curb lines or four (`4) feet bade cel'the average edge of pavement where no curb exists. C 1-1.32 GRA VEL STREETS avel street is an unimproved street to which has been added one or more applicalions of gravel or similar material other lharn the natural mteda[ found on the street swfacc before any improvement was trade, C1-1 ( ) SECTION C - GENERAL CO DMON C2-2 I TF'RPRETATiON AND PRITARA110N OF PROPOSAL -SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PR OPOSAL FORM. The Owner wilt furnish bidders with Proposal form, whied will contain an itemized list of the items of work to be done.ur rrateriaLs to be furnished and upon which bid prices are requested. Illie Proposal form will state. the Biddees general understanding of the pmject to he completed, provide a 'race for furni.�,-hing the amount of bid security, and slate the basis for entering info a formal contraci. The O ner will furnish fonus for the Bidder's "Experience Record," "Equipment Schedule," attd "Financial Slatement." all of which musk be properly executed and filed with the Direcinr i of tile City Water Department one week prior to the hour for openingofbids. The financial statement required shall have teen prepared by an independent c:erlilied public: acc:ount"t or an independent publir, secountaw holding a valid pemiit issued by an appropriate state licensing agency. and shall have been so prepared as to reflect the unvnt financial status. This statement roust be currera and no mare than one (l) year old. In the cme that hiddirig date galls within the time 4 oew stotement is being prepared, the previous stalcment shall be updated by proper vcriiieation. Liquid assess ill ill $tuount of ten (10)percent of the est iniated project cast wiII be required. For an cxWience record to be considered to be acceptable for a given pmjecl, it must reflect the oxperience of the firm seeking qualification in work of both the same nature and niagaitude as that of the projcTe for which bids are to be received, wid such experience mast have been completed not more than five (5) years prior to the date on which Rids are to he received. The Director of the Water Department shaII br �4e judge as to t#fc acceptability of experience .tor qualification to }yid on any Fort Worth Water Depailment project. The prospective bidder shall schedule the equipment he has avai[able ror the project and stale shat he will refit such additional equipment as may be required to complete the projw cin which hesulmriIs a hid. C2-2.2 INTEI REF TION 0 F QU1.},NTITIES: The quatitities of work and materials w he Cumished as may k-� lisled in the propusal forms or ol:her parts of the Contracl Documents will be considered as approximate only and will be used for the purpose of corn paring bids on a uniform basis. Payment wiII be mWe Io the iLontrac[or for only the actual quantities of warp performed or nwcrtals furnished in strict uccmdarlce with the Contract Documents and Plans. Vie quantities of work to be perforined wid rnaieriaLs% les be furnished may be increased or decreased as hereinafter provided, without in any way invalid-acing the unit prices bid or any other requirements c Ire C ontracI Documents. C2_20) C2-2.3 EXAMINATION OF CONTRACTDOCUMEN'rS AND SITE OF PROJECT- Bidders art advised that the Contract Documents on file with the Owner shall consfitute all o the information which the Owner will furnish_ All additional information and data wbicb the Cher will supply after promulgation of The formal cantrac:t dmumcnts shall be issued in the form of written addenda And shall become part of the Contract Docunieaats just as though such addenda were actuatly written into The original Contract Documents. Biddem are required, print to filing of proposal, to read and become familiar wird the C:outtact Documents. to visit the site of the project wid examine carefully all local conditions, to inform themselves by their own independent research and investigations, tens, boring, rind by such other means as may be necessary to gain a complete knowledge of the conditions which wil I be encotwtered during construction of the project. They roust judge for themselves the difficulties of the work and all anending circumstances affecting the tos( of doing the work or the time required for its completion, and ubtaitl all inforrnation required to make an intelligent proposal. No information given by The Owner or any representative of the Owner other than that contained in the Contract Ducumcnts and officially prounul gated addenda thereto. shall be binding upon the Ocaner. Bidders skull rely exelu!�ively and solely upon Their own estiThates, investigation, res ch, tests, explorations, and othcr data which are necessary for full and complete information upon which The proposal is to.be Ivised.-It is mutually $greed that the submission of-n prcmposaI is prima-facie evidence ihal Ilie bidder has made the investigation, exarni=ions and tests herein regxtired. Clsims for additional compensation due to variations belween conditions actually encounlered hi construction and as indicated in the C unixact Documews will not be allowed. -Me logs of Soil Borings, if any, on the plans AJC for general information ordy and may not be correct. Neither the Owner nor The Enginem guarunlee that The- data shown is repsesentalive-of con ditions which actually e:xi-st. C2-2.4 S IJBMI'f"TlN 0 OF PROPOSAL AL The Bidder sha1.1 submit his Proposal an the fonra furnished by Ilie Owner. All blank spaces applicable to the p-oject contained in The farm shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for Mikh he proposes to do work contemplated or furnish the materials required. All such prices shall be voitirm legibly. In case of discrepancy between price writum in words and the price written its rumer'als, the price most advantageous-to the City sltstl gnw�rrr. If a proposal is submitted by an individual, his or.her mune must be signed by him (finer) or Isis (her) duly authorized agent. il' a proposal is submint-d by a lrrni, association, car partnership, the narne and address of each member of the fine, association, or partnership, or by person duly authorimd. 11'a proposal is submitted by a company or corporation, the company or corporation r=E! and business address must be givm and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power C2-2(2) of Attorney authariring ager Ls or others to sign proposal nwst be properly certified and must be to writing an€l submitted with the proposal. C2-15 RE-JECTTON OF PROPOSALS.- Proposals may he rejec,tcd if they show any alteration of words or figures, additions not called for, conditional or uncalled For alternate bids, erasures, or irregularities of any kind, or contain unbalanced value of any items, ProposaI wntlewd or dc' Iivered afler the -o.fficial tithe €icsignated for receipt of proposal shall be returned to the Bidder unopened. Cs-2.6 BID SEC-URI TY: No FroposaI will ire cons idmd un.less it is accompanied by a "Proposal Security" of the.character and the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner.as evidencq of good faith on the part of the Bidder, and by way of a guaranty that if awarded the eonti`act, the Didder will within [13e required thne execute a fortnal contract and furnish the wgoired perfoin,ance kind when bonds, The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof: Tete bid security of all other bidders may be returned promptly a#ler the canvass of bids. 2-�j DELIVERY OF PROPOSAL No proposal will be considered unless it is delivered. accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's-sole. responsibility to deliver the proposal at the paper lime to the proper place. The mere fact that a propo W was dispatched will not Fre considered. The Bidder must have the proposal actually deflvered. Each proposal shall be ill a sealed envelope plainly marker with the word "PROPOSAL,,' and the namr. or description of the projecl as designated in the "Notice to Bidders." The envelope shall be addrei�,md to the City Manager. City Heel, Fort Worth, 'Texas. C2-2.8 Wj.THDR -W-Uq r PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn. prior to the time.set for opening proposals. A request Por non-consideration must be shade in writing, adcires~sed to the City Manager, and filed with him prior to the time set for opening of proposals. After all proposals not requested for not,-consideration are, apenrd and publicly read aloud, the proposals for which non- consideration rNucsts have been properly tiled mayat the option of the Owner. be returned unopened. C2-2.9 TELEGRAIUC MODIFICATIQ S OF PROPOSALS: Any Bidder may [nodify his ,pmposal b telcgi-apbic communication at any tine prior to the time set for opening proposals. provided such telegraphic comruunication is received by the City Manager prier to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the sigadure of the bidder was mailed prior to [lie proposal opening tine, If such conkrmation is not received within forty-eight (4 8) hours after the proposal opening tittle, no Further consideration grill be given to the proposal, C2-2(3) C2-2.10 PUBLiC_OPLWNG OF PROPOSAL: Proposals lady have beer€ properly filen and for w1dch no "Non-consideration Request" has been received will be publMy opened wid read a]oijd by The City Manager or his authorized reprementative at the lime fid place indicated in the "Notice to Bidders_" A]I pwpusals Whi.ch have bcen opened.and read will remain on file with the Owner until the contract has been awarded. Bidderq or their authorized represeutativcs are invited to he present for the opening of bids. C2-2.11 I t RF.GU LAR PROPOSALS: Proposals shall be considered as "Tmgular" if they shove airy omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind, Howcver. the-Owner reserves the Fight to waive any all irregularities and to make the award of the contract to the best intere�l of th6 City. Tendering a proposal after the closing hour is an irregularity which can not be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not eowidered for any of, but not limited to. the following reasons: a) Reasons for believing that eullusiun exists among bidders. b) Reasonable grounds for believing that any bidder is interested in mom than one proposal for work contemplated. C) The bidder being interested in any litigation against the Owner or where tlt! Owner may have a claire agaiam or be engaged in lilig%ioa against Ilie bidder. d) The bidder being in arre= on any ekisting contract or having defaul led on a PTevi.ous contract. C) The bidder laving perfonned a prior contract in an unsat isfactory+ manner. f) Lack of competenyr as revealed by finnan al statement, experience statement equipment schedule, and such inquiries as the Owner r& 'see fit to make. Uncompleted worts whiel-, in the judgment of the Owner` ner, will prevent or hinder the prompt completion of additional work ifawarded. h} The bidder not fling with the Owner, €rte weds in-advance of the hour of the opening of proposals the following: 1. Financial Statement showing the financial condition of Ilse bidder as specified in Part"A" Spe4:!W Instructions 2, A current experience record showing especially the projects of a nature similar to the one under consideration, wliich have been successfully completed by the. Bidder, 3. An equipmew schedule slowing the equipmew the bidder has available for use on the pt-oject. The Bid Praposal of the bidder who, in the judgrrient of the. Fmginem is disqualiftiM under the req"irements stated h€-rein, shall be set wide and not opened. C2-2(4) PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS i SPCTION C3-3 A WARD AND EXECUTION OF DOCUMENTS: 0-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud. the proposals will be tabWated on thre basis of the quoted prices, the quantities shown in the proposal, and Ilse application of such formu[as or other inetbods of bringing iterns to a common basis as may be estabIisbed in the Contract Documents. lbe total obtained by taking the sum of the products of die unit prices quoted and the estimated quantities plus any Iunip slim items and such other quoted arnounts sus mayenter into the cost of the completed project will be considered as the amourit t f the bid. Unt l the ward of the contrav is tnacle by the-Owner, the right will be reserved. to reject any or all proposals and .waive technicalities, to re-advertise for n w proposals, or to proceed with the work in any manner as may be considered for the best interesl tiF the Owner. C3-3.2 MWORITY BUSTNFSS T MITI<:R,PRI EfWO TEN-OWNED BUSINESS ENTERPRISECOMPLIANCE: Contractor agree to provide to Owner, upon request, _. complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Wornan-owner. Business Enterprise (WBT;) on the contract and the paymew therefor. Contractor further agree, upon request by the Owner, to allow and audit anNor an examination of any hooks, records, or files in the possession of the Contractor that will substant ate the actual work performed by an MWE or WB.E, Airy material misrepresentation of any nature will be &WUDds for tennination of the contract and for initialing any action under appropriate federal, state err local laws and ordinances relating to false statements, further, any such misrepresentation may be gruunds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the C)vmer for a period of tune of not less than six ( ) months. C.1-3.3 EQUAL EWLOYMENT PROVISION& The Contractor shall comply with Current Cit} Ordinance-i prohibiting disc mination in employmew practices. The Contractor shad post the required notice to that effect on the projecl site, and at his request, will bt prbvidtrd assistance by Ilse City of Foil Worth's Equal Employment Officer who will refer any qualified gpplicant be may have on lite "I'D his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer, i C3-3.4 WITHDRAWAL OF PROPOSALS. Amer a proposal has been read by the Owaer, it r-.9juiet be wi01drawn by thu Bidder within forty-live (45) days atter the date on which the proposals were opened. 3-3 (I.) C 3-3.5 AWARD OF CIS I'1RACTI; The Owner reserves the right to withhold final action on the proposals fora reasonable time. not to exceed forty-five (4-5) days aflcr the date of openiftS proposals, and in no event will an award he made until after invesligations have been made ai to the responsibility of the pmpoged award . The award of the contract, if award is made, will be to the lowest and best. respntrsive bidder. - - The award cif' the contract shall not become effective until the fawner has notified the C.onlractor in writing ofsuch award. C.3-3.6 REWRN OF PROPOSAL SECURITIES; As soon as proposed price totals have' been determine-d Ior cum pad wn of bids, thf. Owner niay, at its discretion, return the pmpresal wcty ity which accompanied the proposals which, in its j udgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required Pnntract has been executed and bond firrrtiished or the Owner has. uthetwise disposed of the hills, after which they will be returned by the City ecrelary. ' 3-3.7 BONDS- With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the o acr in the amutrnts herein required, die f€rllo :rug bonds. a. PERFORMANCE BOND A good and sufficient pt�R)nmance bond in the amount of'not ie s than 100 pereeni of the amount of the 4:oni=t' as evidenced by the proposal tabulation or otherwise, guaranteeing the Bill 'and fait.140 execution of the oi-k and pertornyalnce of the carrtvact, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or irrrpmper execution of the work or Use or inferior materials. This performance bond shall guarantee She payment for all labor, materials, cquiprnerrt, supplies, and services used in the construction of the work, and shall rtrmain in foil farce and effect until provisions as above stipulated are accomplished and final payment is made on Clic pnjj :l by the City. b, MA]NTENANCE B ND_ A good and sul-Tctenl niairitcuance bend, in the amount of not less than 100 percent of the amount of the vointract, as evidenced by the proposal tabulation or totherwise. guaranteeing the prompt, full and faithful performwice of the general guaranty wHich is set forth tri Wagt, aph C8-8.10. c. PAYMENT BOND- A gond and sulficiem payment land, in the amount of nol legs than 100 percent of Itre amount ijf" the contract, as evidenced by the proposal tabulation or olhervcise. guaranteeing the prompt, full and faithful payment of all claimants as defined in Article C3-3 ( ) 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344, Acts 56'x' Legislature, Regular Session, 1959, effective April 27, 1959. and/or the latest version thereof,supplying labor and materials in the prosecution of the work provided For in the contract being construeted under ihcse specification. Payrnmt Buji 1 shall remain in force until all payments as zibovc stipuJaed are made. d. OTHER BONDS: Such uthrr bands as may be required by these Contract Ehrcumentss-shall be furnished by the Contractor. f 'No sureties will he accepted by the Owner which are at the tirne, in default or delinquent on any bonds or which are interested in mry litigation against the Owner. All bonds; shall be made an the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Port worth, Trxas, and which is acceptable to the Owner, in carder to be.upeptable, the ngme of the surety shall be included on the current H.S. 1"reasury list of acceptable sureties, and the aniouni al' bond written by any one acceptable contgany shall not exceed the amount sho n on the Treasury list fbr that eampariy. Each hand shall be properly 4 ecuted by both the Contracto-r and S=4 one patsy. .Should any surety on the contract be determined ansatisfaclory at airy time by the Owner, notice will be given the Contractor to that eif'eet and the Contractor shall inunediately provide a crew surety satisfactory to the Owner. No payment will be ima€le under the contrael until the neve surely or sureties, as required, have qualified wed have beep accepted by the Owner, The contract aMl riot be operative nor will any payments be dire or paid unci I appmval of the bonds ley the Owner. M-3.8 E ECIJTiQN.OF CONTRACT: Within ten (14) days after the Owner leas appropriate resolution. or otherwise, awarded the contrast, the Contractor shall execute and file with (lie Owner, the Coalract and sut)i hori& as may be required In the Contract Documents. No Cant=[ shall he binding upon the Owner until it has been attested by the City .secretary. approved as to forin and legality by the City Attorney, and execated for the owner by el,her the Mayor or Ci ty Manager. C3-3.9 FAILURE TO EXE CU TE CONTRACT- I'he failure of the Awardee to execute the required bond or barrels or to sign the rcquired contract within ten (10) days after the contrxcl is awarded shall be considered by the owner as an ab, mdomrietil of his proposal, and tht owner may annual -the Award. By reason of ,lye uncertainty of the market prices of material-and labor. and it beim, irrtpracticab]e and difTicu11 to accurately determine the amount of damages occurnng to the owner by reaso" of said a ardee`s failtnre to ex"ute said hoizds and contract withbi ten (LO) days, the pr000sal security amompanyi rig the pTuVoNaI shall be the agreed amount of damages which the Owner will C3-3 3 suffer by reason or such failure on the pan of the Awardee and sh.a11 thereupon inrrnediately by forfeited « the Owner, The filing of a proposal wi Il be considered as acceptance of this provision by the T3i€lder. C m3-3.1013EO1NNJNG WORK: The Conl_tactor ahall nol conmience work until authorized in writing to do so by the Owner. Should (lye Contractor fail to cc�tF�rnencc work at the site of the project wiLhin the lime stipulated in the written authorization usuaRy termed "Work Order" or "Proceed .rdef", it is agreed that the Surety Company will, within tcn (10) days after the commencerneut clave mm tbrih- in such written authorization, cgxnmence the physical execution of the contract. 03-3.11 TNSUR NCE: The Contractor shall not commence work under this contract until he has obtained -all insurance required under-the Contract Document , and such insurance has been approved by the Owner. 'Ihe prime Contractor shad be responsible for delivering to -the Owner the sub-conwactoes certificate of insurance for approval. The prime Contractor shall indicate on the certificate of insurance included in the documents for execution wheffier or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coyumge required herein shall include the coverage of all sub-contractors. a. COMPENSATION TN URANCE, The Contractor shall inaintabi, during the life of this contncet. Worker's Compensation Insumuce- on ail of his employees to be engaged in work an the project under this conmict, and for all sub-ventraetars. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Worker's Cornpensatian Stogie, tine Contractor shail provide adequate employer's general liability insurance Arr the protection of Such of psis employees not so Protected. b. COl PREHLNSIVE GENERAL LiASTL T'Y INSURANCE The C vntrnutor ShalI procure and shall maintain during the life of this contract, Coinprehen,siw General Liability Insurance (Public Liability and Property Damage Insurance) iti the .amount not lest than 500,000 covering each Qa-Currence on account of bodily injury, including death. and in an amount no] lesi than $500,000 covering each occurmnee on account of property darnage with $2,000,000 urn bre I I policy coverage: e. ADDITIONALLIABILI`3' : The Contractor shad furnish insurance as a separate policie% or by addit!one I endorsement to one of the above-rr mionesi N ides, and in the amount as set -forth For public liability and property damage, die fol[owing insurance: I. Contingent UabiIity (covers General Contractor's Liability for acts of sub-centmetur"IS). 3-3 (4) 2, Tila9ling. p6 or to any blasting being done. 3. Collapse of buildings or struclures adjacent to excavation Cif excavadon are perfornied ad`aceni to same). 4. Damage to underg-rowid utilftie% for $500,000, 5. 13uiIderIs risk f xvbere above-ground structures are involved . C. Contractual Liability (covers all indemni&anion requh nents of Contract), d. AUTOMOBILE WSURANCE - 130DLLY fNJIJRY AND PROPEWrY DAMAGE: The 0intractrr shall procure and mahitain during the. life of this Contract, Comprehensive Automobile Liability insurance In an nxnount not less tfian $250,W0 for injuries invluding accidental death to any one person and subject to the smiae limit for each person au am(munt not less than S500.00 On account of one accident, and putumobile property damage insurance in an anicunt not less than $100,{}W r. COPE OF INSURANCE AND SPE LAL 1 LAA D: The insurance regained under The above paragraphs shall prnvi&- adequate prosection for the COI wactor imd his sub--contractors. respectively, against damage claims which ina :.rise frosts operaticros under this coni raa. whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hd7arcls which may be encountered in the perfQrmanc:e of the Contract, f PROOF OF CAMAGE OF INSURANCE, The Contractor shall furnish the owner with sati,�;factoiy proof of coverage by insurance rewired in th m Contract Documents in the arnounis and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirenien#s tirade upon tine 'Contractor shall apply to the sub-contrachm'. should the -'rime Contractor's insurance not cover the sub-contractor's work ciperations. g. LOCAL AGENT FDIC INSURANCE AND BONDING: The insurance and bonding_ companies with whom The C.orrtractor's insurance- and C3_3 ( ) perfor rianc,e, payment, maintenance and all such other bosids are written, shall he represented by an agent or agents having am office located within the city limits of the City of Fort Worth. Tamml County. Texas. Each %uc-b agent shall be a duly qualified, one upon whom authority and power to act on behalf of the insurance and/or bar ding company to negotiate and settle with the City of Fort Worth, or any other claimant, and cIairns that tfhe City of Dort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or banding Compaq. If the local insurance represeritative isnot so cmrx) eyed by lbe insurance or bonding cornpanies, their such authority must be vested in a local agent or claims officer residing in [he Metroplex, the Fort Worth- Dal las area, The name of the agent, car agents shall lie set forth on all such bands and certificates of insurance. C-3-3.12 CONTRACTOR'S ACTOR'S OBLIGATIONS; Under tKe Contract, the Contractor shall pay for all materials, labor-and services wben clue. C3-3.13 WEEKLY PAYROLLS,OLLS, A certified copy of each payroll cove ring payrnerit of wages to all persons engaged in work on the project at the site of the paq'ect shall he furnished to the Owner's representative within seven (7) days after (lie close of eac h payroll period. A copy or c:opieq of the applicable minimum vvage rates as set forth in the Contract Documents shrill he kept posted in a conspicuous place at the site of the projCVt at all times during the.course of1he Contract. Copies of the wage rates will be furnisher) the Contractor, by the Owner-, bowever, posting and protes:tion orf the wage rates small be the responsibility of the Contractor. C3-3._I4 CONTRACTOR'S CONTRACT ADMINISTRARON-, Any Contractor, whether a person, persons, partnership, company, frrra, association, corporation or other wbo is approved to Bio business with and enters into a contract with the City for construction of water and/car sanitary ,;ewer facilities, will have or shall emeh ish a full} operational business office within the Forl Worth-Dallas metropolitan :area, The Contractor shall charge, delegate, or assign this office (or he may delegate his project Superintendent) with full authority to ira s.ac:t all husinem actions required in the pr-rformance-of the C'Gntiact. "/"Elis local authority shall be made respoijsible to act Ibt tfie Contractor in all matters made responsible to act for the Cvontractcr in all matters pertaining to the work governed by the C,ontmcl whether it he administrative or other wise and as such shall be unpowered, thus delegated and directed, to settle all material, labor or other expenditure, till c.lainis against worts nr any other mater associated such as maintaiiung adequate and appropriate insuraiioe or Security coverage for the project. Sucli local authority for the adin i ni'stration of the work ender the Contract shall be mainwined until all business transactions e.xec:uted as part of the Contract are coin pletc. Shauld the C;Dntractor's principal base of operations be other than in the. Fpri Worth- Dallas mc-tropolitan area, notifv;a ion of the C onlractor's assigiunem of ioc:al authority shall be made in writing to the Engineer in :advance of any worts on (lie project, all Cf3-3 (6) appropriately signed and sealed. as applicable, by the Contractor's responsible offices with the 1Pnderstand ing that this written assiP-Wnent of autf of ty to the local representative shall become part of the project Confi-W as though htand directly into tho project clocuinerim The intent of these requiTemms is that all matters associated with the Contractor's admijiistra.tion, whether it he oriented in furthering the work, or other, be governed direct by local authority. This swine ruclu t-ment is imjx}sed On !r}surance and surery coverage. Should the Contractor-� local representative tail to pertorm to lh satisfaction of the Engineer, the Engineer, at hip sale discretion. may demand that such local representative be replaced and the Engineer may, at his sale disevetim, swp all work until a new local authority sat isfactf)ry to the Engineer is ass pied. Ifo cmdit of working time wile be a110-wed for periods in which work stoppages zrre in-effect For this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant Cowy, Texas, C3-3 (7} PART C - GENE AL CONDIT]ON C44 SCOPE, OF WORK SECTION C SCOPE OF WOR C44.1 INTENT OF CONTRACT DOCUMENTS:: Ii is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furrtisk all in full oompliaince with-ibe requirernents and intent of the Contract Documents. It is definitely understood that the C ontraetor shall do all work as provided for in the Comma Documunls, shall €10 all uxtra or special Werk as may he considered by the OVwpt!r as necessary to camplete the- prgject xn a satisfactory and acceptable maivtes. "the Contractor shall, unless otherwise specifically stated itt these Contract Docur icnts, famish all labor, tools, materials, machinery, -equipment- special services,and incidentals necessary to the prosecution and completion of the project. 04-4.2 SPECIAL PROVISIONS: Should any work or conditions which are nol thnroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there lxe- any 'additional proposed work which is not covered by these Contract Documents, the "Special Provisioner covering all such work will be prepared by the Owner previous to the #iine of receiving bids or proposals for any sbch work and furnished to the Bidder in the fortis of Addenda. All such "Special provisions" shall be considered to be pant of the Contract Documents just as though they wee originally wrhtun therein. 0444.3 rNCl EASED OR DE CREA S ED QJJ AT,]7��S: nie-Owner reserves the right to alter the quantities of the work to be perfbTmed or to extend or shorten the improvements at any time -whe€i and as found to be necessary, and (lie Contractor shAl perforin the wark as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be morn than twenty-five (25) percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quaality of any item or items of work to be done or niaterWs to be furnished by the 2 pereent or more, then either party to the contrafo shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quamity stated in the proposal, such revised consideration to be determined by special agreement or as hereinafter provided for "Extra Work," No -aHo ance will be made for any chaiiges in anticipated profit-, not shall such Changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall he interpreted herein a applying to overall quarntities cif sanitary sewer pipe in each pips Size, but not to the various depth categories. C44 (1) C4-4.4 ALTERATION OF C ONTRA C'T DOC'L1MENT : By Change order, the owner reserves the right to make such changes in the Contract Documents and hi the character or quantities of the work as may be neres�iary or desirable to insure completion in (lie most sat isfklary manner, provided such changes do 110t Malerial ly ulter the ori ginaI C ontracl Documents or change the gr-nPmI nature of the project as a whole. Such Chan.gus shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4 .5 EXTRA WO : Additional work made nwcessary by changes and alterations of the C ontmcl Dmum�n#� or of quantities or for other reasons fc}r whifh no puce's are provided in the Contract Documents, shall be defined as "Extra Work" and shall he performed by the Contmuor in accordance with these Contract Do urnents or approved additions theroo, provided however, that before any extra work is begun a "Change order' shall k executed or written order issued by the Owner to do ttie work for payma,nts or credits its shall be determined by cine car more colrnbination of the following Melhods. Fl. Unit bid price lareviously appmVed, b. An agreed Sump Burn, C. Thi actual reasonable cost of(1) labor. (2) rental of equipment Ua d on the extra work for the tines so used al As ociated General Contrautors. of America current equipment rental rates, (3) materials entering permanently into the ptvteut, and (4) actual cost of Imirranee, bonds. and social security as determined by the Owner. plus a fixed fee to be agreed upon taut not to exceed 10 percent of the actual cost of sur-h extra work. Tlie fixed fee i not to include any additional profit to the C ontrac les for rental of equipment owner by him and used for extra work. "brie fee shat l he 1611 and complete compensation to cuvtr the co-31 of superintendence, overhead. other prorit. general and all other expense not inr:lUdcd In (1). (2), (3), aid (4) above. The Cantraclor shall keep accurate cast records on the rolm and in the method suggested by the Owner and shall give tine Clwiicr aecess to all aLm)un1,,. hills, vouchers, and retards reelating to Ibe Extra Work. No "Change {order" shall become effective untiI it has been approved and signed by each of the Contracting Parties. NO c1461M for Extra Work of any hind will be allowed' unless ordered in wifting by the Owner. In case any orders or instniclions, either oral or wriitun, appear to the Contractor to involve Extra Work far which he. should receive compensatiorL, he shall rnake writtrni request to the Engineer for written orders suthorizirig stic h Extra WO.rk, prior to beginning such work. C4-4 { } Should a difference arise As to what does or dense no( i comtitute Extra Work, or as to the paymew thereof, and the Engineer insists upon its pc:rforrnance; the Contractor shad proud with the work after making written- request for written orders and shall keep. accurate account of the actual reasonable cost thereof As provided Under method Orcin Q. Clairni far extra work wiJI not l paid unless the Contractor stall file lois claim with the Owner within five (5) days before the time far making the first in:tirnate titter such work is done and unless the clairn is supported by satisfactory vouchers and certifier] payrolls covering all labor and materials expended upon said Extra Work. Tine Contractor shall furnish the Owner such installation records of all deviations from the ofigixial Contract Documents as may be necessary to enable the Owner to prepare far peTniapent record a corrected set of plans shove hig the :actual installation, The compensation. agreed upon for "Extra Work" whether or not initiated by a "Change Order" shall be a full, complete and fuial payment for all costs Ccm4actor ;incurs as a result or relating io for charige or extra work, whether said cusu; are known, unknown, foreseen or unforeseen at that time, including without limitation, -any costs tbr delay. extended overhead, ripple or impact cust; or any colter effect on changed or unchanged work as a rEsuII of the change or extra work. Q44.6 SCHEDULE OF OPERATION: Before commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval thereof. a "Schedule of Opemtions," sliD ing by a straight line rnethod the do'te of commencing and finishing each of the major elements oft ine Contract. There shall be also showim the estimated monthly cost of work for which eslimates ark to be expected. There shall be presented also a eompo!;ite graph showi.ng the anticipated progr"s of cunsimetion with the time .being plotted horizontally and percentage of completion plotted vertically. The progress charts shall be prepared on 8-1l2" x. 11" sheets and at least five black or blue line prints shAI be furnished io the Owner. C4-4.7 FROG RESS SMEDUMS FO It W A_T ER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of the first monthly progress payment, the Conlroctorr shall prepare and submit to the owner for apLrrctval six conics of the schedul& in which the Contractor proposes to carry on activities (including procurement of materials. plans, and equipment) and the contemplated dates for c inpleting the same. The schedule shall be in the form of a time schedule Critical Patin Method (CPM) network diagram. M tine work progresses, the Contractor shall rmter on the diagram the act" progress at the end of each partial payment period or at such intervals as direcled by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Engin.cer. Three copies of the updaicd khedule shall be deIivered ;dt such intervals as dinwted by the Engineer. As a ininimum, the construution schedule shall incorporate all work -elemenrts and ami-vitles indicate8 in the proposal and in the wchnical specifications. C44 (3) Prior to the final drafting of` the defiled construciion schedule. the Co-nits for shall review the drall schedule with the Engjneer to ensure tic: Cuntrac:tor's understanding of the contract requirements. The following guidelines shalt be adhered to in preparing the construction sche€lule. a. Milestone dates and final project cornpletinn dales shall -lie developed to con.forni to the lime constraints, wqueneing requiremetiLs and completlorn tune, b. The construction progress shall be divided into activities with. time durations of approximately fourteen days (14) days and com"cGon values not to exceed 150,000, Fahr! tion, delivery and submittal ac#ivities tyre exceptions to this guideline. C. Durations shall be in taertdw days and normal holidays and weathev conditions over the duration of the contract shall he accounted fc}r within the duration of each activity, d. One critical path shad be shown-an the construction schedule_ C. Float tune is defined as the MOW of lime between the earliest start date and the latest start date of a chain «f activilies of the CPM construction wh 3ule. F loa time is not for the exclusive use or benefit of either the Contractor:or the Owner. f. Thirty. days shall he used for submittal review unless otherwise specified. The con.truction schedule shall as a minimum, be divided into general categories as indicated in the Proposal and Tephnical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fowle n (14) days duration. For each general category, the construction schedule shall identify ill trades or suhcaratraos whose work is represented by activities that Ulow the guidelines of this Section. For each of the trades or s4bontracts, the .construction scbtedule shall indicate the following procurements, construction and prcacceptwire activities and event; in their logical sequence rot equipment and materials, 1. Preparation and trari miEtaI of subinittaIs 2. -SubminaGl review periods. C'4-4 (4) Shop f brication and delivery. 4. EMC Gen or installation. S.. Transmittal of manufacturer's oper-atian and maintenance instructions. 6. installed equipment And materia]s Ies#ing. 7. Owner's operalor inaruction(if applicable). . Final ins}awion. 9. Operational testing. If, in the opinion of the Owner, work accompliibed fall-s behind that scheduled, the Contractor slisll take sgeh action as accessary to improve his progress, In additim the Owner may require (lie Cont-ractor to submit ti revised schedule demonstrating his progmm and propo.wd ptan to snake up fag in scheduled prpgress and to insum coin pletion of the work wi Ihin the contract time. if the owner lindq the proposed plan not ;)ccv.ptable, he may i Iiiire thk: Corttmoor to increase the work farce, the constmction planet and equipment, the number of work shims or ovrrtane operations without additional cost to the Owner. Fail um of the Contme tor to comply with these requimments shatI he considered grounds for d4ermination by the Owner that the Contractor .is fairmg to prosecute the work with diligence as will insure its completion within the lime specified. C4-4 (5) PART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS SECTION 5-5 CONTROL OF WO&K AND MATEUALS C:5-5.1 AUTI-101IFFY. OF ENGMEER: The wark shall he performed to the satisfaction of the Enginc�,r and in strict compliance with the Contract Documents, The Erigineer shrill decide all questions which arise as to (lie quality and acceptability of die materials furnished, work performed, rete of prt,gress of the work, overall sequence of the constriction, i nterpretatinn of the Contract Documents, acceptable ful f i 1 lment of (be Contract, compensation. mutual rights between Contractor and Owner under these Contract Documents, supervision of the work. resumptiort of. .operations, sand all other questions or disputes which way arise. Enguteer will not be respom-�ihle for Con traour's means, Tnethods, #echnique& sequence or procedures of construction, or the safety Precaution and programs incideztt thereto. tmd he will not be responsible for Contractor's failure to perfonn the work in aec;ordarce with the contract clmonients. The Engineer shall, determine the amount and quality of the work completed and materials furnished, and his decisions and estimates Atall be final. His estimates in such ovetnt stall be a condition to She ri t of the Contractor to receive money due him under _ the Contract. The Owner shalt have execative rauthurity to enforce and make effective such necessary decisions and orders as the Contractor fat Is to carry cut prom PI ly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Fnginecr must, within a reasonable #uric, upon wri lien request ofthe Contractor, render and delivar to bosh the owner and Contractor, a vAitten decision on the matter in Controversy. C5-5.2 CONFORLMITY WFFIJ PLANS: The finished project in all cases shall conform with lines. grades, cross-sections, finish, and dimensions shown on-the plans or any ether requirements other wise described in the Contract Dmuments. Any deviation from the approved Contract Documents rewired by tete Engineer during consu-uction will in all uses bc detennined by the Engineer wid authorized by the Owner by Change Order. C5-5.3 C001WINATI N OF-CONTR CT DOMMENTS: The Contraei Doc,)ments are made up of several sections, which. taken together, are intended to describe end provide fbr a complete and useful project, and any reyuirameras appearing in one of the sections is as binding as though i( omirred in all sections. In case of discrepancies. rigured dimension shall govern over soled dimensions, plans shall govern over specifications, s cial conditions shall govern over grmeral conditions and standard specification, and quanlilies shown rain the plans shall govern over those shown in the prdpwd. The Contractor s1aa11 not take adYani age of any apparent error or omission in tht, C5A5 (1) Comm; Documents, and the owner shall be permitted to make such correcticgis or interpretations as may be deemed necessary for fulfillment of the irrient of the Contract Documents. In IMe even] the Contractor discovers an apparent error or discrepancy, Ire shall immediately call this condition to the attention of the Engineer. In the event of a eonflki in drawings, specifications, nr other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall he deemed to have quoted the-inostexpensive resolution of the conflict. C5-;5.4 COOPERATION OF CONTRACTOR, The Contractor will be furnished with three sets of Contract Documents and shall have available on the site of the project at all tirnm one set o1':-neh Contract Documents. The Contractor shall give tothe work the constant atterftion necessary to facilitate the progress thereof and shall cpoperate with the Engineer, his hispector, and other Contractors in every possible way, The Cantructm, shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor 5balI provi.dc and rnaIntain:at alf times at (lie site of the project a-competent, English-speaking.supe rote-n&nt and an assistant who are fully authorized to act as the Contractor's agent on the work. Such soperintcndeni and his assistant shall be capable of reacting and understanding the Contract Documents and shall reCeiv4� raid fulfill inst-metiotrs from the Owner, the Engineer, or his authorized representativcs. Pursuant to this responsibility of the Contractor, tete Contractor shall designate in writing to the pru,icot superintendent, to act as the Contractor's agent on the work. karts assistant project superintendent shall be a resident of Tarrant County. 'Texas, and shall be subject io cal as is the project superintendent, at any.time: of the day or night on any day of the week on which the Eagincer determines that circumstances require the presence on the project site of a representative of the Contractor to adequawiy provide for the safety or convenience of the traveling public nr the owners of property acros's which lice project extends or the safety of the property contiguous to Ihe, project routing. The Contractor shall provide all facilities to enable the Engineer anti his impeetor to examine and inspect the wotkrnanship and materials entering into the work. C5-5,5 E ER40ENCY AND/OR RECTIMC'ATION WORK When, in the opinion of the Owner or Engineer. a condition of emergency exists related to any part of the work, the Contractor, or the Con ractor through hi% designated representative, shall respond with dispatrrh to a verbal request inade by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the pr€jjecl is -scheduled on a.calendar-day or a working-day basis. Should the Contractor fail to respond to a request fi-om the Engineer ter- ratify any discrepancies, omissions, or corn-cdon necessary to conform with the r uiremcnLs of the project specifications or plans, #Ire En&ecr shall Live the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to (lie C5-5 (2) discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does -not lake positive steps to fuMII Ihis written request, or does not shoe lust cause for not taking the proper action, within 24 hours, the City may take such remedial action wilh City forces or by contract. The Csity shall deduct an amount equal to the entire costs for such remedial action. plus 25%, from any funds doe the Contractor on the project, C5-5.6 FIELD OFFICE, The Contractor shall provide, at no extra compensation, an adequate field dfftce for use of the Engineer, if%pecifically called fm. The field office shall be not less than 10 x 14 feet in floor area, substandally.constructed, well heated, air conditioned, lighted, and wenther proof, so that docurm vs mll not be damaged by. the elernents. C5-5.7 CONTRUCTFON STAKES.ES. The City, Ihmugh its Engineer, %vill f nmish (lie Contractor with all lines, grades, dnd me suremenis necessary to the proper prosecution and conlml of. #lie work contracted under these Contract Docuniett(s, and linm gradeq and mmsuremenis Wi I1 be estabIished by means:of stakes or other customary method of marking as may be found cousistenc with goad pracTzee. These stakes of markit;gs-sbaGlI be set sufficiently in advance of construction operations to avoid delay. Sueb stakes or markings as may be established for C ontfactor's case or guidance shall be preserved by the Contractor until he is uctthorized by the Engineer to remove them_ Wheriever, in the opinion o[' the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the IWJ cost of replacing such stakes or marks plLis 25% will IV charged agahmt the Contractor, And The furl amount will he deducted front payment clue the Contractor. C5-5.8 AUTHORMY AND DUnES OF CITY INSPECTOR, City Inspectors will br, authorized to inspect all work done and to be dont! and all materials furnished. Such inspection may extend to ail or any part of the work, and the preparation or manufactuHi)g of the nwlerials to be tuned or equipment to Ise installed. A City Inspector rhay be stationed an the work to report to the Engineer as to tyre progress -of the work and the runner in which it is Tieing performed, to report any avidence that Pub: ,Materials being furnished or the work Keung perfon-ned by the Contractor fails to fulfill the requirements of the Cronlracl Documents, and to call the attention of the Contractor to any such faKure or other infringements. Such inspection. or lack of inspection will not relieve The Contractor from any obligation to perform the work tri accordance with the requit-emems of the Contract DocumenTs. In case of any dispute arising between the Conlraclor and the City Inspector-as to the materials or equipnieni furnished or the ,ranter of performing ihia! work, the City Inspector wi11 have the authority to renew meieriaGls or equipment, and/orio suspend work until the gtaestion at issue can be referred to and .decided by the Engineer. The City Inspector will not, however, be authodzed to revoke, alter, enlarge, or release any requirement of these C infract Mcuments, nor to approve or accept any portion or xection of the work, nor to issue any insiractions contrary lot he requirements of the -5 (3) Contract I octimients. The, City hispector will in no ease act as 3uperintepdent or foreman or perform any other duties fo.r the Contractor, or interfere. with the management or operation of the work. He will not accept from the C ohtraclor mV conipensalkm in any foir r, For performing any dwitl s, The Contractor shall regard anal obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Conitact Documents of the Contract Documents, provided, however, should the Contractor object to any orders or instructions or the City. Inspector, the Contractor may within six days make iviitten appeal to the Engineer for his decision on the matter in Controversy. C5-5.9 IN PEC 31Dh1: Thr, Contractor shall fisrnish the Engineer with every masonable the iIity for usLertaining whether or not The work as perfonned is in accordance with the requireniews of the Contract Documents. If the Engineer so requests, the C onlractor shall, at any Tiri3e before acceplance of the work, remove or uncover such portion of the finished work as may he direeted, After examination, the Contructnr shall restore said portions of4the Work to the standard required by the Contract Docurnenls. honk] the work rxrx)sed or examined prove acceptable, the uncovering or removing and mplac ing of the covering or making good cif the parts removed shall he paid for as extra work. but should Work so exposed or oxarnined prove to be unaccepwble, the uncovvring or removing and replacing of all adjacent defLefive or damaged parts shall be at the Contractor's expense. No work shall be done or nimerials used without suitable Supervision or inspeclion. C5-5.10 REMO VAL OF EDD CTIVE- AND UN AUT1401 ZE-D WORK:AII work, materials, or eel%iiprncnt which has been rejected shall be remedied or rmoved and replaced in an .ae-.c:eptahle mr r by the Conti-actor at this expense. fork done beyond the lines and grades given or as shown on the plans; except as lie rein specially provided, or any Extra Work clone without written authority, Will hr, considt!rcd as tmauthorized and stone at the expense of the Contractor and will not be (raid for by the Owner. Work so done may be ordered removed at the C'ontractor's expense. Upon the failure on the part of the Contractor to comply with-any order of the F.nginer,r made u€idcr the provisions of this pamgraph, the Fngineer will have the authority to cause detective 'work to be remedied or removed sued replaced and unauthorized work to 'be removed, and the cost thereof in ay be deducted from any nioney due or to become due tat he Contractor. Failure to require ft! removal of any &&!dive ov u uihori-74d work shall not coiDslitule acceptance of such work. C5-5.11 SUBSTITUTE MATERIALS OR EOUMME1dT: If the Specifications, law, ordinance, codes or ii-,gul ati ons permit Contractor to furnish or use a subAtute that is equal to any material or equipment s ificd, and if Con tractor vvishcs to Rarrtish or use a proposed substitute, he shall, prier to the preconstruexiun wnfnrence, snake written application to EN GfNEER for approval of such substitute- certifying in writing that the proposed substitute will perform adequately the hmction called for by the general design, be s#milar and of equal suhstanec to that %iecified and bt! suited to the saw use and 5-5 (4) f capable of performing thr- same function as that specified ; grid identifying all vaiiatlotts of the pmposed �;ubstituw from that specified and indicating available maintenance service_ No substitute shall be ordered or instal Led without writtun approval (if Engineer 110 will be the judge Of the equality and may require Contractor to furnish such other data about the proposed substituic as he considers pertinent. No substitute shall be mdcred or inNialled wilhniat such performance gtlaramee and bonds as Owner may require which shall be furnished at Contractor's expense, Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly -eniployees by either of them ftarn and against the claims, damages. losses and expenses (incl-uding attornM fees) arising out of the use of substituted materials or equipment. C5-6%.12 SAN4 LES AND TESTS OF MATERIALS: Where, in the opinion of the Enginecr. or as called for in the Contract Documents, tests of materials or equipment are necessary, such lents will he made at the expense of and paid for direct to the testing agency by the Owner unlas other wig specifically provided. The failure of the Owner to make any lests of materials shall ire no way relieve the eautractor of his re4ponsibil i tyof furnishing materials and equipment fiffly conforniing to the requirefnents of the Contract Docuunerits, Tests and sampling of materials, unless otherwise specified, will be made in aecordanee- with the latest methods prescribed by the Americom Society fbr Testing Materials for specific re-quireinenis of the Owner. The Contractor shall provide such faEcifitie as the Engineer may require for collecting and forwarding samples and shad not, wilhont specific written perniission of the Engineer, uvw materials represented by the samples until tests hove-been made and the inateria]s approved for use. ne Contractor will furnish adequate samples without charge to the Owner. In e of concrete, the aggregates, design minintwn, mid the mixing and transporting equipment shall be approved by the FngirrCer before any concrete is placed., and the Contractor shall be responsible for replacing any concrete which -does not meet the requirem ants of Ihe. ContracI Docirmerats. Tesis shall be made at least 9 days prior to the plar,ing of concrete, using samples from the same aggregate. cement, and mortar which are to be used later in the concrete. Should the source of supply change, new lents shall be made prior to the use of new materials. CS-5.13 STORAGE OF MATE-DUALS: All materials which are to he used in the construction contract .AaIJ be stored so as to insure the preservation of quali ry and fitness of the work. When directed by [he Engineev, They %bull he plated on wooden platforms or other hard, cleau dutiable suifaces and not on the groLvid, and shall be placed undl.-r cover when directed. Stored materials shall be placed and located so as to facilitate prompt. in."Pection. C,5-5.14 E ISTfA1O. 'Y` UCTURES- AND LITTI.ITIE& The location and dimensions shown on the plans relalivc to the existing ulililies are bayed on the 13.esl infornialion available. Omission Brom, the inclusion of utility locations un the Flans is not 10 be considered as nonexistence or. or a definite location of, existing underV) bund utilities. The iocaIian of many gas mains. Wale maiFIS, conduits, sewer Iines and seMce limes fbr C5-5 (5) all utilities, etc., is unknowu to the Owner, and the Owner assumes no responsibility fvr failure to dww ,any or all such structures and utilities on the platy n; to show them in their exact location, 11 is mutually ;3 reed that such failure will not be considered sufficient basis for claims fot additional eomYper aiion Foo Extra Work or for increasing the pay quantities is any tnannter whatsoever, sinless an obstruction encountered is such as to necessitate changes in the lines anal g-nades v cons iderab]e magnitude or requires the building of special vvorks, provision csf%YM6 is not made in these Contract Documents, in which case the provision in these Contract Doearn.cnts for Exirn Work shall apply. It shall be the Contractor's responsibility to verify locations of the adjacent andlor conflicting utilities sufficiently in advance of eonstruclion in order that he may negot�ale such ltxcal adjusimcnts as necessaty in the construction process to provide adequate clearances. '11-e Contractor shall take all my cessary precautions in order icy protect all existing utiI.iiits, structures, and service Iines. Verification of existing utilities, structures, and service lities shall include not of all utility companies at Ica forty-eight (48 hours in advance of w struction including explomtory excavation if necessary. A1.1 verifcadon of utilities and their adjustment shall be considered subsidiary work. C5-5.15 FNT-ERRUPTION Or SERVICE, a. Normal Prosecution- In lie n tal pro cution of work where #he interrugtiou of service is necessary, the Contractor, at Ignst 24 hours in advance, shall be required to: 1. Notify the Water M-partment's Distributio-n Division as. to location, time, and schedule ofsmice interruption. . Notify each custom r personally through responsible personnel as to the time and schedule of the int ermption of their service, or 3. Irl the event that personal notification of a customer cannot be made, a prepared lag form shall he attached to the customer's door knob. The tag shall be durable in composition, and in large bold letters shall say: C'5-5 (6) GING rSvF Due to Utility linprovernenl in your nrighburhood, your (water) (scorer) service will be interrupted on between the hours of and This iricoRvenience will bre as short as possible. Tlnarik You, Contraclar -- Address Phone L Einer�ency In the event that an unforeseen scrvicc interruption occurs, notice small be as above, but immediate, C 5-3.16 MUTUAL RESF'ONSIBI-FTY OF CONTRACTORS: If, through act or neglect on the part of the C'antractor, or any o#her Contractor or any suti-rontractor shall suffer loss or damage of the work, The Contractor agrees to settle with suety other Contractor or stab-contractor by agreement or arbitratiorL [f such other Contractor or sub- contractor stmtI assert any claini against the owner on account of damage alleged to have I=n sustairi�d, the owner will notify the Co€Jlractor, who shall indenimli y and save harmless the owner against any such c airn. C'5-5.17 CLE_-AN-UP: Glean-up of surplus and?ot waste materials accumulated on the job site during the puseculion of the work under these Contra eI Documents AM]I be -accomplished in keeping with a daily roulijne established to (lie satisfaction of the Engineer, Twenty-four '(24) hours alter written notice is given the Contractor thm the clean-up on the job site is proceeding in a mmncr unsatisfactory to the Engineer, if the Contractor fails to correct the tmsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to curreel the clean-tip deficiencies cited to the Contractor in the written notice. and the costs of such direct action. plus 25 of suck costs shall he deducle-d from tlne nrvonies due or Io became due to the Cont 5'clor. Upon the completion of the project as a whale as cov 4rd by these C'orilr4ct Documents, and be#'cwe final acceptance and final payment will be made. the ContractoT shall clean and rcnnove from the site of the pro'ject trll surplus and clisearded materials, tennpurary str�nctures. and debris of every kind. lie shall Dave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and wage- materials removed froth the site of the work -shall be disposed of at locations satisfactory to the Etngincer. The Contractor shall tharoughly clean all equipment ruid materials irnstallcd by him and Mial l -del iVe' r over such materials and cquipment in a bright. clears, polished and new appearing condition. No extra compensation will 1v made to the Contractor Ior any clean-up required on the project. C5-5.18 FINAL INSPF..CTION. Whenever the work provided for in and contemplated under the Conlracl Domirn?.Pt-s has been satisfactorily completed and final clean-rap performed, the Engineer Will noIify the Vrnper officials c the Owner and roquest that a Final Inspaction be rnade. S uch inspeedon wi11 be made within lQ days, after such rtofiiicatiun. After such final inspection, if the work and maieriids and equipment are found satisfactory, the Contactor will be lRotilied in writing of the acceptance of#he:same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of noti ficat ion of the Engineer and the bate of final inspection of the wo& C5-5 (8) PART C - GENERA1. CONDITIONS C6-6 LFGAI. REL.ATTDIVS AND PIJBLIC SECTION Q6-6 LEGAL RELA TIONS AND PUBLIC R ES PON 91-B I LITY C6-6.l LAW S T BE OB E) VED.-The Contractor shall at all limes observe and comply with all Federal and Strite Laws arrsi City olcdinauces acid regulations whi0i in any way affect the conduct of the work or his operations. and shall observe and coinply with all orders, laws, oi-dinances and veguIalions which exist or which may be enacted later by bodies having jurisdiction or authority fur such vnat;tracnl. No plea or misunderstanding or ignorance t17mof will be considered; The Contractor and his Sureties shall indemnify -and save h mtlem the City and ail o#'its officers, agents, and -employees against any and all claims or liability arising !Torn or based on the violation of any such law, ordinance, regulation, or order, whether it be by bihiself or his employees. 6-6.2 PERMITS AND LiCFNSES- The Contractor shall proct re all permits and licenses, pay all charges, costs and fees, and give all notices necessaryand incident Io the clue and lawful prosecution of the work. C'6-6.3 PATENTED DEVICES, MATERIAL& AND PROCESSES; IfIbe Contractor is mquired or desires to use any design, device, material, or process covered by Iettrer, pawnt, or copyright, Ise sh411 provide for such ww by suitable legal agreement with the paw ntee or owner cif`such paten!, letter. or copyrighted design. It is m ut"ly agreed and understrj(xd thst �vikbout exception the contract price shall include all royalties or cost arising horn patents; €rademai-6, and copyrights in any way involved in the, work. 'rhe Cbntmclor and his sureties sholI indemnify and save harmless the Owner herrn any arias all chums for infri€rgement by reason of Etre use of any such trace-mark or copy6ght in connection with the work agreed to be performed under theEe Contract Docume>t�s, and shall tndeffmif the Owner for any cost. expense, or damage which it may he obliged to Pay by reason of suet, inRifigemenl at any time during the proseeution of the work or after completion of the work, provided, however, than the Clwuer will assitme the responsibility to defend any and 'all snits brought for the infringement of any patent claimed to ire infringed upon, the design, type of construction or material or equipment specified in the Cantl`acl Dei cuments furnished face Contmoor by the Owner, And to hold the Contractor h€rrmIess on account of such suits. C6-6.4 SANITARY PROVISIONS. The Contractor shall establish and enforce among tris employees such regulations in regard to cleandness and disposal of garbage rind waste as will tend to prevent -the inception and spread of infectious or coma-gious dis cs and to effectively prevent the creation of a nuisance abort the work ori any property either pubiie or private. and such regulations as are required by Iaw sbarll be put into immediate force and effect by Ehe Contractor. The necessary sanitary convenience for use of laborers on ft work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shalt be strictly enforced by -C6-60)) the Contractor. A I i such facilities shall be kept in a bleim and sanitary condi Iion, free from objectionable odors set as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. Q6t&S PUBLIC SAFETY AND ONVFNIENC'E: Matcrials or equipment stared about the work shall be placed and used, and the work shrill at all tunes be so conducted, as to cause no gremer abstriction or ineenverdence to the public than is considered to be al oiutely necessary by Ire Engince.r. The Contractor is required to maintain at ail times a][ phases of his work in such a manner as not to impair the safety car conyeruence of the public, including, but not limited to, safe and convenient ingress and egress to The property contiguous tot he work area. 'lite Contractor shalt make. adequate provisions. to render rmwnable ingress and egress for normal vehicular iratftc, except during actual trenching or pipe installation operalions, at all driveway crossings. Such provisions may include bridging, placement or crushed stone or grave-1 or such other means of providing proper ingress and egress for the property served by the drive)Aay as the l:rigineer may appr€tve as appropriate. Such other m-cans may include the diversion of dflve ay traffic, with specific approval by the Engineer, If diversion of tra .iris approved by the Engineer at any lrrcatson, the Contractor may make arrangements satisfactory #o the Engineer for the diversion of traMc, send shall, at his expense, provide all materials and perforin all work necessary for the cons-truutiun and maintenance of roadways and bridges for such diversion of traffic. Sidewalks mast not be obstructed excel i by special permission of the > ogineer, Tlie materials excavated and the construction materials such as pipe used in ccrristruction of the work shall be placed so its not to endanger the work or prevenl free access to all lire hydmols, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the par# of the Contractor as regards to public convenience- and safoy which may come to its attention, ager twenty-four hours notice in writing to the Contractor, gave in eases of emergency when it shall have chi; right to rt7mgMy any neglecti#hout notice, and in either ease, the wst of such work or materials furnished by the Owner car by the City shall be deducted from the rmtariies due or to becuine due to the Contractor, The Contractor, after approval of the Fagirieer, shall notify the Fire Department Headquarters. Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or aiky fire hydrant is to be made inaccessible, and when so directed by the Engirs er, shalt keep any street, streets, or high ays in cvndiiion for anobstr Oed use by Fre appar-atus. The Contr'n(or shall promptly notify the Fire Department Headquarters when all such obstnicted streets, allt!ys, or hydrants are placed back in servicc. Wire the Contractor is required to construct temporary bridgea or snake miter array vmr,nt,,; for crossing over ditches or streams, his responsibility for acgdents in connection with such crossings shall include the roadway approaches as well ns the stnictures of such crossings. C6-6(2) The Contractor shall at all times Conduct his operation and use of construction machincry o as not to damage or destroy trees and scrub Ioc:aled in close proximity to or on the site of the work, Wherever any such damage may be done, the Contractor shall invnediately &-atisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the I,jig ineer a written statement showing all such ctainus adjusted. -6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS. ARID RMHT-OF-WAY: For the perfibrmance of the contract. the Contractor will be permitted to use and occupy such portions of the public streets and aileys, or offier public place51 ctr other rights-of-way as< t-mv ded for in the ordinances -of the City, as shown in the Contract Docomrnts, or as may be specifically aulhoriy-ed in writing by the Engineer. A reasonable ainount cel~tools, maleriaIs. and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction ope.r-ations. Excavated and %vaste inaterials shall 1-P-- piled or staked is such a way as not to 'interfere with the use of spaces that Inay be designated to be left tiree and unobsiructed and so as not to inconvenience oc!cupants of adjacent properly. if the street is occupied by railroad tracks, dw work shall be carried on in such maruier as not to interfere with 1be uperation cif tr`ain,% loading or un]oading of cars, etc. Other contractors cif the Owner may, for all purposes.recluired by the contract, cnler upon the work and premises uied by the Contractor and shall be provided all reasorpable Facilities 'and sssistance for the completion of adjdining work. Any additional grounds desited by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 1-A11-WAY CROS SING S: When the work encroaches upan any righI-of=-way of any railroad, the City will secure the necessary easement for the work. Where the railroad wacky are to be crossed, the ontractot shall obseiwr, all the regulations and instructions of tht railroad company as to the methods of perliarming the Work and lake all precautions for the safety of property and the public. Negotiations with the railway companies for the permits shall be dome by and through the City. The Contractor shall give the City Notice not less than fivge days prior to the time of his intentions to begin work on that portion of the prgjeet which is related to the railway properties. The C'.ontract€rr will not be given extra compensation fvr quer railway crossings unless Specifically set forth in (lie Contract Doctn-nents. C6-6.9 BARRiCAf3F- , WARNINGS AND WATCHMEN: Where the work is carried on in or adjacew to ainy street. alley,. or public. place, the. CoMrac:inr Shall at lus awn expense funfish. erect. and maintain such barricades, fences, lights, and danger signals, shall provide such watchinwi, and shall take all such other precautionary measures for the protection of persons or property and of the work as. are necessary. Barricades and fences shaiI be pairited in a color that will be visible at right. FrQm sunset to sunrise the Conir-door shall f fish and tnainWn at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and rhaintained to keep pedestrians away from, and vehicles from being driven on or into, any work under C'6-6(3) Qmslruction or being maintained. Tlie Contractor shall furnish watchmen and keep them at their respective assignme is in sufficient numbers to protect the work and prevent accident or damage, All installations-arid procedures shall be consistent with provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Struts and Highways" rued under the authority of the "State of Texas Uri form Act Regutaflug Tmff c on Highways". t:odified as Article 6701 d Veron'.s Civil Statues, pertinent section being Sectian No,,;. 2 7. 29, 30 md 31. The Contractor will not remove miy regulatory sign, instructional sign, street name sign, or other sign which Inas been erected by the City. If it is-determined that a sign must be removed to permit required eonstruc6on, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division (phone nunmher 871-8075), to remove the sign, fin case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referred manual and such wrnpvrary sign must he installed prior to the rLmoval of the permanent sign. if the tempmary sign is not insl€tlled correctly or if it does riot meet the required spec.iCcalionis, the pennanent sign shall be leR in place until the ternprary sign requirements arc met. When construction work is completed to the extent that the }permanent sign can be re- installed, lfrc Conlractor steal I again contact the Signs and Markings Division to re-install the permanent sip and shall leave his temporary sign in place until such re-installation is completed. rMe Contmc€or will be held responsible fire all daThage to the work or the public clue to failure of barricades, signs, fences, Iigbis, or walchmeri to protect them. Whenever evidence is found of such damage to the work- the Engineer may order the damaged portion ifmnediately removed :,nd reptaced by tluc Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of hanicudes. signs, fenees and sights, and for providing watchmen shall not cease until the project shall haw been c-ornpleLed and accepted by the Owner. No compensation, except as specificAy provided in these Contract Documents, will be paid to the Contractor For the Work and mELWrials iuvolved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or salaries of watchmen. for the subsequent removal and disposal of such barricades, signs, or for any ether incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered t6 be subsidiary to the several items for which unit or lump sura prices are requested in the Proposal. Q6-6.9 USF OF EXPLOSIVES, DROP WEIG' HT, ETC.. Should the Contractor elect to use explosives, drip weight, etc.. in.the prosecution of the work, the utmost care shill be exr,mised at all times-six as not to endanger life a property. The Contractor shall notify the proper representative of any public service corpurution, any company, individual, or utility, and the Owner. not less than twenty-four hours in advance of the tm of any C6-6(4) activity which rnighl damage or endanger lheir or his pr-up" along or adjacent to the ort, Where the use of explosives is to be permitted on the project, as specified in the Special Conditions Documents, or the use of explosives is requ�-stcd, the Contractor Shall submit nofi, e to the Engineer in writing twenty-four houvs prior to cniranencing and shall lurnish evidence that he has insurance coverage to protecl against any darnages- and/or injuries arising nut of such use of explosives. 6-6.10 WORK W1TMN EASEMENTS. W hent the work passes over, through, or into private property, the Owner will provide such right-or-way or ea:JA-,Mer3t privileges. as the Csty may demo neccssary Cor the prosecution of the work. Any additional rights-o f-way or work area considered necessary by the Contractor shall be provided by him at his expense. Such additional rights-of-way or work area shall be acquired for Ilse benefit of the City. The City shalt be notified in writing as-to the rights sn acquired k fere work begins in the sfected area_ The C untractor shall not enter upon private property tier any purpose without having previously obtained p rnission from the owner of such property. The Contractor will not be allowed to share equipment or material on private property mmless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy f n-nished to the Engineer_ Unless specifically provided nilierWft, the ContrWOT shall clear all rights-of-way y car ease,Ments of obstruetinns which roust be removed to make possible proper prosecution of[lie work as a part of the project construclion operations. The Conft=tar shall he res-ponsiblp for the preservation of wid shadl use every precaulion to prevent damage to, all tress, shrubbery, Pmts, lawns. fences, culverts. cufbing, $sod all ether types of stnictuves or improvements, to €ll water, sewer. ;ind gas lines, to all condufts, overhead pole lines, or apportetnances thereof: including the conmruecion or lemporarp fences and to-a11 other public: or private property adjacent to the work. The Ccintractor shall notify the proper representatives of the owners or o cupantw nCthe ptkblic or private lands of interest in lands which might be affected by the work, Suvh notice shalt be made at least 48 hours in advwice of ibe beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual. or other, either as owners or occupants, whose land or interest in lana might be affected by the work. The Contractor shall be responsible for a}I damage or injury to property of any charxacler ilesnitiag from any -act, omission. neglect, or misconduct in the rnpaner nr method or execution of the work. or at any lime dare to defective work, material, or equipment. When and where any direct or indirect or irsjmy is done to public or private property on taccount of any act, oinission, neglect, or misconduct in the execuii€rn of the work. or in consequence of non-execution thmof on the prat of the Contractor, he, stall restore or have restored as his cost and expimse such property to a condition at least equal ten that existing before such damage :or t ijury was done, by re airung, rebuilding, or othea ise replacing and restoring as may bte directed by the Owner, or he shall make good such dcaniages or injury in a manner acceptable to the owner of: the property and the Engineer. All fences encountered 2md removed during construction of this project shall be restored to [lie original or a better than original condition upon completion of this project. When wire Fencing, either wire mesh or barbed wire is to he crossed, tfac Contractor shall set crops brace posts cin either side of the petinanent uasesment befure the tenm is cut_ Should additional fence cuts be necessary, the Contractor shall provide cross-braced posts at the point of the proposed cut in addition to the crass braced posts provided at the permanent easements limits, be ore the re€tce is cut. Teinporaiy fencing shall be erected iin place of the fencing removed Whenever the work is not in progre and when the site is vacated overnight, and/or at all tinges to prevent livestock f-c m entering lite construction area. The chat for fence removal, temporwy closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate paymetnI.shall be allowed for any service r&5miated with this work. ]n case of-Failure on the part of the ContractDr to restore such property or to rnalte goad sur h damage or injury, the Owner may, upon 48 hour written notice under ordinary eimin tanccs, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, aaad the cost thereby will he deducted from any rnunies due to nr to become due to the Cont m. tor,ander this contract. C6.6.11 INDEPEN DENTCONTRACTOR: It is understood and agreed by the parties hereto that the Contractor sha#1 perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant, or empinyee of the Owner. Contractor shall heave exclusive control of Lmd.exclusive right to control the deiails of all work and services performed hereunder, and all persons performing the same, and shill be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractor, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its o fiecrs, agents, employees, cantraactors and wbcantractors, and nothing herein sbatll be construed as creating a partneNhip or joint enterprise between Cher and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAMS: C" mtractor .covenants and agrees to,:and does hereby in&mnify, hold harmless and defend O%wrier, its offtcei-s, agents, servants, and employees ft'om and against any and al claims or suits for property damage or loss and/or personal 'injury, including deadL to any and all persons, of whatwever kind or character, whether real nr usserled, arising out of or in coi-mection with, directly or indirectly, the work and services to be performed hemunder by the Contractor, its officers, agents, employees, contractors, subcotatractors, licensees or invitees, w they or not caused, in whole or in apart, by alleged negligence on the part of officers. agents, employees. contractors, subcontractors, licensees or invitees of the C6-6(6) Owner; and said Contractor cines hereby cavemnt and agree to assume all liability and responsibility of Owner, its o#licers, agents, servants, and ern p)uyees for property damage or loss, and/or personal injuries, including death, to any and all person of whalsoever kind or character, whether real or asserted, arising out of or ire connection with, diir-ctly or indirectly, the weak -and services to be performed hereunder by the Corittadur, its officers, agents. employees, comractors, subcontractors, licensees or invitees, whether or not caused, in whole crr in apart, by arllegt!d negligence cif' officers, agents, erriploy�es, contractors; subcontractors, licensees. or invitees of the Owner. Controaor likewise covenants and agrees to, and does hereby, indenmify and hold harmless Owner from wid against any and all injuries, loss or damages to property of Ilio Owner during the performance of any of'the terms and conditions of this Com whether arising out 0r or in canneetion with or resulting coni, in whole or in apart, any and all alleged acts of -omission of officers, agents, employees; contractors, su beontrac tors, licensees. or iiYvitees of the, Owner L2 the event a written claim 'for damages o&fist the cosntrActor or its subcoxilractors remains unsettled at the time all work on the project has been completed to the sat-Ae- ion of the Director of the Water Departrricnt, as cvidenc'cd by a final inspection, al payment to the Contractor shall not be recommended to the Director of the Water Department for a pence/ of 30 drys after the date of such final inspection, unless the, Conwactor shall submit written evidence satisfactory to the Dimoor that the claim has been settled and a release has been obtained from the claimant involved. If the claims concerned remains unsettled as of the-expiraiion of the above 30-day period, the Contractor may N-. deemed to he entitled to a semifinal payment for work Completed, such semi-final payment to be in the amount equal to the total dol Ia f amount then d= less the dollar value of any written claims pending against the anlrJac:tor arising coat of performance of such work, and such semi-final payment may then be reconiruended by the Director. The Director shall not recommend final payment to ai Contractor against whom such a claim for damages is oWstanding for a period of six months folloMng the date of the aaeptance of the work performed uncle.%,; the Contractur submits evidence in writing sgtisfactory to( he Director tical; I. The claim has been settled and a release has been obtained from the claimant involved, or i 2. Good faith efforts have ben made to settle such uutstar4ng clahns; and such good failh.effori,s Have failed. If condition (F) above is met at any time wilhin the six month period. the Mectur shall recommend thkit Lhc final paytneni LE) the: Contractor be made. If condhion (2) above is met -iii any time with n the six month period. the Director inay recoirrmend that final payment to the Contractor be inade. At the -expiration of the six rricnth period, the 6- (7) Director may recommend that final payment be made if all other work has been perftrrmod and a]I other cxbIigations-uf the COMIZCtOT have been met to the satisfaction of the Director. Tht Director miry, if lie deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against wharn a alarm for damages is outstanding as a result of work performed under a City Contract. Q6-6.13 CONTRACTOWS CLAIM FOR DAMAGES. Should the Contractor claim compensation foe any alleged damage by reason of the acts or ornissions of the Owner,he she 1.1 within three days after the actual sustaining of such alleged damage, make a written statement to the Eng]neer, wetting, out In Mail the nature.of the alleged damage, and on or before the 25'x' day of the month suceced.sng that in which art such damage is clair ed to have been sustained, the Contractor shall file vAth the Engineer ars iterhized stateinent of The details and the amount of such alleged damage and, upon request, shnil give the i-rigineer :recess to all bouks of account-, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such aJeged damage. []mess such statement,-, shall he filed Kxs hereinabove required, ilie Contrwor's claim for wmperLsation shall be waived, and lie shall trot be entitled to payment on account of such darnages. 6-6.'14 ADJUSTMENT OR RELOCATION OF KJ13LIQ LMLTTTES, >ErTC.. In c is is necessary to change, shove, or alter in any manner the property of a public utility or others. the said property shall not be moved or interfered wilb until orders thereupon have Leen issued by the Engineer. The right ib reserved to the owners of pubtir utilities to enter the geographical Iimits of the Contract for the purpose ofmakitsg such changes or repairs to the property that may he neecss ry by the performance of this Contract. G6-6.15 TEMPORARY SEWER AND QRA N {:LJNNEClIONS. Wh= .existing sewer lines have to be tamers up or removed, She Contractor shall, at his own expense and .cast, provide and inaintain wmporary outlets and connections for all private or public drains and sewer,. The Contractor shall also take care of all sewage and drainage which will he received from these dra€ru;-and sewers, and for t�l� s purpose he shall provide and maintain, at bis own cost and expem , adequate pumping faciIities and ternparpry out]ets or divisions. The Coal ractor, at his own cost and expense, shall cojiswucl such troughs, tripes, or other 'stroctures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the perm,hent connections are built and are in service, The existing sewers and coyinections shall be kept in service and maintained under the Contract, except wben specified or oy.dered to be abandom-d by -lie Engineer. All water, ;ewage. and other waste shall be disposed of in a satisfactory mariner so that no nuismice is created and so that the work under construction will be adequately protected. C.6- {8} C6-6.16 AMUNUEMENT AND CIIARGES FOR WATER FURNISHED BY THE QF Y: Wlwn the Contractor desires to use City water in comiection with any construe lion work, be shall snake complete aTid satisfactory arrangements with (lie Fort Worth City Water Department for so doing. City water Int-nished to the Contractor shall be delivered to the Contractor from a coancetion on an existing City main. A]I piping required beyond the poini of def ivery shall be installed by the Contractor at his awn expense. The C'ontractor's responsibility in the use of all existing fire hydrant: and/or valves is detailed in Section E2-1.2 USE OF FIRE IIYDRANTS AND VALVES in these General C orntrac:t Du"ments. When ureters Are used I measure the water. the charges;if any, for water will be made at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City ordinance, or where no ordinances applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. 6-6.171_JSE OF A SECTTON OR PORTION OF THE WORK: Whenever, in the opinion of the Enginecr, any sec tian or portion of the work or any stmetere is in suitable condhion. it may be put into use upon the written notice of the Eriginee r, and Bach kumge shall not be held to be in any way an acceptmce of said work or structure or any part thereof or as a waiver of any of ibe provisions of these Contm-t Documews. All necessary repairs and removals of any section of the wont so put into use. due to defeeLive materials or workrmnship, equipment, or deficient opemdons on the part of the Con(ract€ . shall lie performed by the Contractor his expense, C6-&1 S CONTRACTOR'S RESPON SIBILTTYFOR TIM WORK: Until -wriiten acceptance by the Owner as provided for in these-Contract Documents, the work shall Ire Linder the charge and care or the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work «r any part thereof by action of the-eiemonts or frorn any cause whatsoever, wbether arising from the execution or nonexecution of the work. Tile Cantrac[or shall rebuild, repair, restore, an'd make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove cruses_ C;6-6.19 NO WAIVER OF LEGAL RIGHTS: Impection by. the Engineer or my order by the Owner by Iaymumt Qf money or-any payment for or aeceptanoe of any work, or any extension of tune. or any passession taker] by the City AMI not operate as a waiver of any proviskon of the Contract Documents, Any waiver orany breach or Contract shall not be Iield to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any etTor that may be discovered in tiny estimate that way have been paid and to adjust the &mile to meet the req QimmeFit s of the Con tnict Documents. Cr6-b(9) C6-6.20 PEl (]NAL LIABILrFY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Dml3rnents or in exercising any power of authority grunted thereunder, there shall be no liability upon the authorized representative of the Owner, either personally or other wise as they are agents and represcntativcs of the pity. 6,6. 1 STATE SALES TAS: On a contract awarded by the City of bort Worth. ,d organization which qualifies for exemption pursuRnl the. provisions of Article 20.04 (H) of the Texas Limited Sales, Excise, and iJ,:e Tac Act, the Contractor may purchase, ren# or lease all materials, supplies and equipment used or cw umed in the performance of this contract ley issui ng to his supplier an exemption certificate in lieu 0 the tax, said exemption certificate to comply witty State Comptroller's }puling _007. Any such exernplion certificate issued to the Crmtractor in lieu of the Sax shall be subject Io and shall cumply� With the provision of State Comptroller's Ruling .011. and any ether applicable State Comptroller's rulings peAnining to the Texas Limited Safes, Excise. and Use Tax Act. On a contrail awarded by a developer for the construction of -a p4blicl -owner improveimmt in a street right-ol=way or other easeswnt which has been dedicated to the public and the City of f=art Worth, an organization which quaiif es for exemption pursuant the provisions of Article 20.04 (H) of the 1'exas Limited Sales, Excise, acrd LJ 8e Tax Ac:l. the Contractor can }probably be exempted in the carne manner stated uK)ve. Texas Limited Sales, Excise, and Use Tax Act px:mii#s and intommntioxn .can be obtaintxl fmrn; Comptroller of Public Accounts Sales"lax Divisioix Capitol-Station Austin, TQC C - i 10) PAIN C -OENERAL CONl]MONS C7-7 PROSECUTION ANIS P OGRE S SECTION C7'-7' PROSEOLMON ANLL PROGRESS, C7-7.1 SUBLETTING. The Contractor shall perforni with his own arganization, and with the assistance of workmen under his karnediate supe-rintendance, work of a vAliie of not less than fifty (50%) percent of the value embraced on the contract_ If the Contractor sohlets any part of the work to be dopt: undo;r these Conlract Doeurnents, lie will not under mmy circumstances be relieved o1•the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Sukso:ontrauctors will he considered only im the capacity of amployees or workmen of the Contractor and s1ia11 be subject tot he same requirements as to character and competency. The Ovwner will not recognize arty subcontractor on the work. The Conlracto r- shall at all limes, when the work is in operation, be represented either in person or by a stuperintendent or other designated representatives, ' C 7-T2 ASSICiNMENT OF CONTRACT: The Contractor shall nol assign, tmisfer, sublet. or othenvise dispose: of the contract or his rights, title, ort interest i15 or Io the same or arty part Ihereoif without the prcviaus consent of the Owner expressed by resolution of the City Council and concurred in by tho: Sureties. . if the C'.orittActo r does, Without such previous consent, assign, transfer, sublet, calivey, or otherwi se dispose of the rontract air lei's right. Ii(Ie, or interesl therein c any part thereof, to any person or persons, partnership, t;ompany, Tarin, or corporatioN or dotes by bankruptcy, voluntary or irival urrtary, or by &9signment under the insolvency laws of any states, attempt to dispose of the comma may, at the option of the Owner be revoked and ainilulkd, Bayless the Sureties shall Successful ly complete said contract, and in (he event sof any such revocation or ainnulinent, any monies due or to become due under or by virtue of said contmet !hW] retained by flue Owner as liquidated €iartiages for the reason that it ouId be impracticable and extremely difftcuIt to fisc the actual darru gee, C7-7.3 PFSOSECIMON OF THE WORK; Prior to beginning any construction operalions, ille Contractor shall submit to the Engineer in five or more uOpies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of pro.wcuting the work and Ordering materi€tls and equipment which lie expects to fol w ire order to complete iho project in the scheduled time, There shall be submitted ai table of esdmated amounts to be eame€1 by the Cobtractor during each monthly estimate pcTiod. The Contr'aoor shall c€rnmence (he work to be po:rfornied under this contract within the time Rnait stated in these Com Doc uments and shall conduct the work in a cominuuovs manner and with sufficient equipment, materials, and labnF as is necessary to insurc its o'vmpletion within the time limit. C7-7(l) The sequence requested of all construc lion operations shall be ut all timer as SPL..died in the Special Contract Ducurrnfnts. Any Deviation from such sequencing-shall be submitted to the Engineer tbcr his approvat. Contractor shall 'noi pruceed with any deviation unit he has received written approval frons the Engineer, Such spec:il3eatiunr Or approval by the Engineer shall not relieve the Contractor Irani fall responsibility of the complete pe formance of the Contract. The contract time may be changed only as set forth in Section C7-7.8 EXTENSION OF TIME OF COMPI.MON of this Agreement, crud a progress scheadule sha41 not constitute a change in the contract time. C7-7.4 LIMITATTON OF OPERATIONS; The working operations shall at all limes be conducted by the Caniractorseg as to create a minimum amount of inconvenience #o the public. At any time when, in the judgment of the Ergine rr, the C'ontracter has obstructed or clowd or is carrying ori operations in a porlion of a street or public way greater than is necessary for proper executiart of the work, the Engineer may require the Contrwor to Fmish the section on which operations are in progress before (lie work is ccmvnenced un any addifional section (Ir sired. C'7-7.5 C1JARA TER OF WOR MEN AND E - U PMENT., Local labor sbel l be used by the Conlraour when it is available. 'rhe Contractor may brim from outside the City of Fort -Worth .his key mm and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. Ilse Contractor shall ernpioy only such superinlendents, foremen. trnd orksrnern who are careftrl, coinpe(enrt, and fully qualified to perform The dirties and tasks assigned to them and the Fngiueer may demand and secure (lie stainnary disirrissal of any person or persons employc d by the Contractor in or about or nn the work who, in the opinion of the: Owner. shall misconduct hiTriself or to be 1bund to be inc'ompewnt, disrespectful, intemperate, dislionest, or otherwise objectionable or neglectful in the proper perrormance of his or their duties, or who neglect or refuses to comply with or carry out the direction of the owner, and such person or persons shall not be e•mploycd again thereon withoul written consent of the Engineer. All workmenshall have sufficient atilt, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. The Contractor shall furnish and maintain on the work all such equipmew as is considered to be necessary for the prosecution of the wark in an aceep#able manner aiid at a satis£nactory rate of progress, All equipment, tools, anrd maclunM used fear handling materials and executi_ug any pari of the work shall be, subject to the approval of the. Engineer and shall be maintained in a satisfactory, safe and efficient wonting condition. Equipment on any portion of the work shall be such that no injury to the work. Workmen OT adjacent property wi I I result from its use. C7-7( ) C7-7,6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of the work completed as defused in C1-1.23 "WORK IN G DAYS" or ilie date stipulated in the �VORK 01WER"for bcginn ng work. whichever comes rirsk. Nothing in these Contract Documents shall be construed :is l roWbiting the Contractor from working on Saturday, Sunday or Legal BoRdays, providing that the lblloiuEng require- ments rnet: a. A -request to work on a specific Saturdsy, Sunday or Legal Holiday must be made to the En&eer no later That [he preceding`Cliursday. b, ,any worse to be done on the project on such a specific Saturday. Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the pFoject, The Engineer's. decision sell he final in response to such a request for approval to work (in a specific Saturday, -Swiday or Legal Hol idAy, and no extra compenziation shall be al Iowed to (he Contractor for any work performed on such a s eific Saturday. Sunday. or Legal ]lotiday- Calendar Days shall be defined in C1-1,24 and the Contractor finny %vc)rk as he 5o desires. C7-7,7 TIME OF COM MENCEMENT AND COMPLETION- The Contractor shall commence the working operations within [lie #line specified in the Contract Documents and set forth fit the fork Order, Failure to do so shall he considered by the owner as obandonmenI cilie Contract by the Cuntractorand the 0wwTTnay proceed as lie sees.fit. The Contractor shall maintain a rate of progress such as will insure that the whole.work will be perfurrned and the premises cleaned Grp in accordance with the Contract Documents-anti Within the tune established in such documents.and such exle Psion of time as may be properly authorized. I 7-7,9 E TFNSION OF TIME COMPL.U4 nQN: The Contractor's request for an .extension of time of completion shall ht- considered only when the request for such extension is submitted in writing to the Engineer within wen clays firm and aner the time alleged cause of delay shall occurred. Should an extension of the tinge of completion he requested shell request will be forwarded tr) Che City Council for approval, In adjusting the contract tune for cornpleiiort of work, consideralion will be giNTen to unfor een causes beyond the control of and without the fault or negligence of the Contractor. lire. flood, tornadoes, epidemics. quaratrtine restrictions% strikes. embargoes, or delays of sib-c.ontrocto due to such causes. C'7-7(3) I When the date of completion is lased on a ctilmidar day hid, a request for extension of time because or inclement weather will not be e sidered. A request for extension of time Clue to inability to obtain supplies and material will be comidered only when-a review cif the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Coritractor has nude a bonafide attempt to -, cure delivery on schedule. 'This shall include efforts to obtain the supplies and materials lTorn allerr�a#e sources in case the first source cannot make delivery. If satisfactory execution and comp]eiion of the contract (;lit)uld require work and materials in greater amounts or quantities than those set fords in the approved Contract Doeuments, then the contract time mal he increased by Change Order, C7-7.9 DELAYS. The Contractor shall receive no compensation for delays or hindrances to the vwark, except when direct and unav<oidab le ex#ra cost io the Contractor is caused by the failore of the City to provide in omation cr material, if any, which is to be furnished by Lhe City. When such extra compensation is chil ped, a written statement thereof shall be presented by the Contractor to the Engineer and if by the Engineer found rr mct, shall he approv and referred by 1he Engineer to 1.he City Council for final approval or disapproval.; and the action tliereen by the City Council shall final and binding. if delay is caused by specific orders given by the Engineer to stop work, at- by the performance of extra work, yr by the failure of the City 10 provide material or necessary instructions for carrying on the work, then such delay will entitle 11w Contractor to an equivalent extension of #ince, his application for shall, however, be Nubject to the approval of the City Council- and no such exIr.wrion of bine shall r0easc the Contravtor or the surety on his performance bond from all hlsabligations hereLm der which shall rcmoin in full fbTvc until the discharge of the.00ntract.. Q 7-7.10 'i'.lME OF COM PLET]ON: The tune of completion is an es.ential element of the Contract. Each bidder shall indicate in the appropriate place on the last page of the proposal. the number of working nays or c:alcndar days that he will require to fully complete this contract or the tune of completion will be specifier! by the City in the Proposal section of the Con tracI Docurnents. The number of days indicated shall be a realistic estimate of the time requimd to cornplete the work covered by the specific contract being bid upon. The amount of time so stated by the sucrossful bidder or the City will become the time of comp�edon specified in the Contract Documents. For each calendar day that any work shall remain unc.ornpleted after the tune speeified in the Contract Documents, or increased time granted by the wner, or as automalically increased by additional work or materials ordered after She conti%act is signed, the sura per day given in the following schedult% unless otherwise specified in other parts of the Contract Documents, will be deducted from the monies duo the Contractor, not as a penalty, hat as Iiquidated damages suffered by#fie Owuer. C7-7(4) AMOU T{3r CONTRACT AMOUNT OF' LIQUIDATED DAMAGE PER DAY Less than $ 5,{}[)0 inclusive $ 35.00 5`001 to $ 15,000 inclumive 45.00 IS,t}Ul to $ 25.000 iiIcliwsive 63.00 25,;01 to $ 50,000 inclusive $ 105.0 ? ` 50,001 its 10};000 inclusive 154.06 $ 100,001 to 500.000 inclusive $ 210.00 $ 500,001 to 1.000,000 inclusive $ 31 DO $ 1,1 ()0,001 to 2.000,000 inclusive $ 420.00 Z000,000 and over $ 630,00 The parties hereto understand and agree that tiny harm to the City caused by the Cion tractor's delay in compleling the work hereunder in the time specified by the Contract Docurnems would be incapable or eery difficult to calculate clue to lieh of accurate its omiaticm, and that the "Anount ofLiquidated Damages Per Day", as set out above, is a reasonable roreeast of just compensation clue the City fur harm eau:ced by any delay. C7-7. 11 SUSPENSION BY COURT ORDER, The Contractor shalt su iend operatiam on such part or parts (if the work ordered by any court, and will wadi he entitled to acid€tionaI compensation by virtue of such couil order. Neither will he be Iiable to the city in the vr-ni the wwirk is suspended by a Covert Ordcr. Neither will the Owner be Iiable to the C:ontrac[or by virtue of any Court Order or action for which the Owner is not solely responsible, C7-7.12 TEMPORARY SUSPENSION: The Owner shall have th} ! right 10 su§pend the work operation wholly or in pari for such period or periods of tune as he may deem necessary dui to unsuitable weather conditions or any other unsuitable conditions which ire d opirlion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the Werest of the project. During ternporary suspmsiun of the work covered by this contract, for any ri�asun. the Owner will make no extra payment for stand-by time of construction egtwipment andlor con�qrwlction crews. If it should become necessary to suspend work fnr ars indefinite period, the Contractor shall stare all inat& als in such manner that they will not obswurl or impede the public unnecessarily nor become damaged fro any way. and he shall take every precaution to prevent damage or deterioration of the work perfomied. he shall provide suitable dr'ainnge about the work, and erect temporary structures where ticcesswy. Should the Contractor not be able to complete a porti' h of the- project due to cfxuses beyond the control of anci without Rhe faull or negligence of the Contractor as set Iblih in ParaWaph ('7-7.8 EXTENSION OF THETiME OF COMPLETION, and should it -be C7-7(5) determined by mutual consent of the Conirador and the ,Enginee that a solution to allow construction to proceed is not available wid-in a reasonable period of tiara, then the Contractor rimy be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by [lye Enoictr that eonstrudion may be resumed. Such ruiFnbursemew %}earl be based (in actual cost to Ilse Contractor of moving the eguipinent and no profit will be al lowed. No rein bmsement shall be allowed if The equiprncnt is moved to another-construction project ibr the T~ity. of Fort Worth. The Contractor shall not assperO work without written aaotice lroaa-f the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operaisons. C7-7.13 TERMINATION OF CONTRACT DUE TO A'nONAL EMERGENCY: Whenever, because of National Emergency, so declared by the president of the United to or other lawful authority; it becomes irnpossible for the Contractor to obtain all of the neve nary tabx, maturiais, and equipment for the pmsecntion n.f the work with reasonable continuity for a period of two months. the Contractor shall within seven days notify the City in writing, giving a detailed stateirmv of the efforts which have been made and listaaig all necessary items of labor, maEwials, and equipment not obtainable. If, after irrvestiganions, the, owner finds that such conditions existing and ihat the inability of the ontrac#or t proceed is not auributalble -in whole or in part #n Elie fault or neglea of the Contractor, than if the Owner cannot after reaonable effc)rt assist the Conlraetor in procuring and makiaa.g available the necessary labor, materials, and equipment within thirty days, the Contractor my request the owner to terminate the contract and the owner may comply with the request, and the termhmtion shall be eanditioncd and based upon a final settlement Mutually acceptable to both the Owner and the Contr~ador and final payment shill 1 made in aecordame with the tem.-; of the agreed setilement. which shall include. But not be limited to the payment for :all woTk exmmed but not anticipated profits on work which has not been performed. C7-7.14 SUSPENSION SION QR A13ANDONMF.NT OF THE WORK AND ANNULMENT F THE CDN'TI ACT: 'The work operations un all or any portion or section of the work antler Cnntract slrali be su9pended immediately on written order of the Engineer or the Contraci may be declared umceled by the City Council for any good and sufficient cause. 'The following, by gray of example. but not of` limilatio-a. may Fre considered unds for suspension or cancel]ation- a. Failure of the Contaraclor to commence work operatioans within the tiirre specified in the, Work OT&;- issued by the.-Owner. h. Substantial evidence that progress of the work operations by the Coua rncto>r is insufficieni to cumplete the work within the 4e6lied time, C7-7(6)7-7( ) C. Failure of the Contractor to pi-ovidle and maintain sufficient labor and equipment to properly execrate the working operatinns. d Subsi anti al. evidence that the Con has abandoned the work. e, Substantial &Vidence. that the Contractor has become inscsi vent or ba ikn pt, or otherwise financially una hie Io curry on the work satisfactorily. f. Failure on the bort of the Contractor to observe apy requirements of the Contract Documenis or to ixmply witlt any orders given by the Engineer yr Owner pravided ror in these Contract Documents. g. Failure of the Contmctor'promptly to make good wiy defect in materials or workmanship, or any defects of any nature the correction of which has been diree(Ld in writing by the Engineer or IhV- Owner. h Substantial. evidenic a of collusion for die purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of w(rrk under contract. i. A substantial indication that the Contractor has made an unaulhorized assignment of the corktraet sir any funds due theretrurn for the benefit of t any exeditor or Im any other purpose. I If the Cow mtiw steal I fir any cause whatsoever not carry on the working i operation in an acc:.epLoble manner. k. 1Fthe Contmctor e:ommcnces legal action against the Owner. Copy of the suspension order or acticm of thu City Council shall be. aerved €ori the ContTactorss Sureties. When work is suspended fir any cause or causes, or when the ctmtraet is canceled, the Contractor shall discontinue the work or mi ch part ihereeC as the owner shalI designate, whereupon the Sureties mRy, a their option, assume the contract or that portion thea-cof which the ItilwnQr has ordered the Contractor to discontinue, and may perform the same or ina . with written consent of tyre owner. sublet the work or that portion df the work as takeri river. pm'vidcd however, that the Sureties shall exercise- their option, il' at a11, within two weeks after the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Su mties. in such event shall assume the C ointracurr's ptac-e ire all respects, anti shall be paid by the Owner for all work performed by them in accordance with the tertxis of the Contract Document s. All atonies remaining dw-, the Contractor at the Iime of this dr-fault shall Thereupon become due and payable t(-) the Sureties as the work pro} resses. %Ubje�:t W al10 r Clic terms of litre calatraeI DoeUnlents. C7-7(7) In case the Sureties do trot, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered the Contractor to discontinue, thea the Owner skull have the- pryer to complete, by contract or oilinv6se, os it may determine, the work herein described or such work thereof as it may deem ne cssary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, [COIN. egaipment, supplies, and property n any kind provided by the Contractor for titre purpose of carrying on the work and to procure other tools,. equipment, materials, labor and property for the completion of the work, and to €harge to the account of the Contrac(or-of said contract expense for labor, maierials, twis, equipment, and .2d] expenses incidental thereto. The expense so charged shall be deducted by#lie owner#tom such monies aim ay be due or may become due at amy tin}e them-after to the Contractm under and by virtue of the Contract or any part thereof. The Owner shall not be required to obtain tete lowest bid for the work completing the contract, but the expense: to be deducted shall br the actual cast of thy, owner of such wink In case such expenses shall exceed the amount which would have been payable wider the Contract if the same had been completed by the Contract, thea the Contractor and his Sureties shat I pay the amount of such excess to the City nn notice from the Owner of the excess due. When apy particular pari of the work is tieing carried on by the Owner by contract or othcrwi�;e arider the provisions of this section, the Contractor shall con ince the reniaindcr of the work in conformity with the tennis of The Contract Docurneats and in such a mariner as to not binder err interfere with the performance of the work by the Owner, C 7-T 15 F[JLFILLMENTOff` CONTRACT:7'he Contract will be considewd as having been fidfi I led, :ave as provided in any bond or bonds or by law, when a]I the-work and al l sections or pasts of the project covered by the Contract Dmutnents have been t"inisbed and cornpleted, the filial insIvetion made by the Engineer, and the f-mA acccptance and final payment trade by the Owner. C7-7.1 TERM NAUON PCXR CONVENIENCE OF THE OWNER: The performance of the work under this contract may be terminated by the Owner in whole, or froin time to time in part, in accordance with this section, whenever the Owner shall deterniine that such termination is in the best irderest of the Owner. A. NOTICE. OF TER INAT]QN: Any 'termination shall he effected by mailing €r notice or tltc termination to the Contmetor specifying the exterit to which pc ribrmance of-work raider the contract is temiinated. and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placcd in the Uniled Mates Posial Service Mail by the Owner. laurtlier, it shall be deemed conclusively presumed and established that such termination is made with,Must: cause as th€Tein dated; �md no proof in any C7-7(8) Claim demand or suit sisal] be. required of the Owner regarding -such discretionary-action B. CONTRACTORAODON After receipt of a notice of termination, and except-as otherwiw directed by the Engineer, the Contractor shall: 1. Stop work under the ccoutract on the date and to the extent specified in the notice of termination, 2, place no tnrther orders or subcontracts for materials, services ni, facilities except as may be necessary -for completion of each portion of the work under the contract as is not termi:meted; 3. terminate all orders and subcontracts to the extent that they relate to the perfcormmice of the work terminated by notice o€tinntion; 4. transfer title to the Owner and deliver in the maimer, at the times, and to the extent, if aoiy, dircett-A by the Engineer: a. the labr-cak-d or unfahricated pad , work in progress, completed work, su plics and other material produced as a part of, nor acquired in connection wiih the performance of, the work terrnin€rted by the notice of the Wmiivaticn. and b. The completed, or partially completed plans, drawings. information and other projv-, y which, if [lie contract had been completed, would have been required to be furnished U) the Owner. 5. completv performance of such work as shaft not have been terniinated by the notice of termination: and 6. Take such action ns may be necessary. or as the Engineer may direct, for the protection and prescnation of the property related to its contract which is in the possession of the Contractor and in which (lie owner has or may -acgi,ire the rest. At a time not later than 30 days after the termination date spec:ifircd in the noticor of termination, the Contractor may submit to the Engineer -a Iist, cortifed as to quantity and quality, of any or 411 items of termination inveu€oro not previously disposed of. exclusive of items the dispnsftion of C'7-7(4+) whicli has been directed or authorized by Engineer, Not later than 15 days thereafter, the owner shall accept title to such iwrns provided, iiiat the list submitted sbali be subject to verification by the Engineer upon removal of' the items or, if the items are stored, within 45 days frorrr the date of submission of the list, and any necessary adjustments to carrei:t the fist as submitted, shall he made prior to final sgttiement, C. TERMNATIONCLAIM: Within 60 days ager the notice of termination, the Contractor shall submit his termination claim to the Engineer in the farm and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claim shall be conclusively de"ied w+aivecL D. AMOUNTS:: Subject to the provisions of ilem C7-7.1(C), (lie Contractor and the Owner may agree upon the whole or Amy part of the amount or amounts to he paid to the Contractor by reason of the total or partial termination of the work pursuant hereto; provided, ilial such agreed rain aunt of amourits shall never exceed Lhe total contract price reduced by the amount of payments otherwise made and as further reduced by the- contract price work not -terminated_ The contract stall be amended amordingly, and the Contractor shall be paid the agreed arnounL No amount shall be due for lost or anticipated profits> N othi ng in-C7-7.16(E) hereafter, prescribing the amount to he paid to the Couti-o0or by rmon of the termination of work pursuant to this section, shall be deemed to limit, restrict or other i determine or affect the arnouni or amounI9 which may be agreed upckn to be paid to the Contractor pumuml to this paragraph. FAILURE TO AGREE: 1n the event of the faiWre of the Contractor and the Avner to agree as provided in C7-TI6(D) upon the whole ami tori to be paid to the Cuntractur by reason of the termination of the work pursuant to this section, the Owner shall detennine, on the basis of information available to it, the arnnnnt, if any, due to the Contractor by reason of the terminAtion and shall pays to the Contractor the amounts determined. Talo. a .0LMt shall be duc for lust or anticipated prgfits. F. DEDUCTIONS: 1r, arriving at the amt unL due the Contr-antor under this section there shall be deducted; I. aid unliquidated advance or other payments on account theretofore made to the Contractor, applicahic to the terminated portion of"this r'ontract; C7-7(10) . any claim which (lie Owner imay hove against the mt,ractor in connection. with this contract, and 3. thio agreed price For. or the proceeds of the sale of, any- materials, supplies or other diings kept by the Contractor or salol: pursuant tax the provisions of This clan . and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT, If the termination hereunder be partial, prior to the settlement of the termirpated portion of thL% contract, the Contractor may lie with the Engineer a request in writing for an equitable-adjustment of the prig or pries specified in the contract relating to the continued portion of the contract (the portion not terminated by notice of termination), -;Rich equitable adjumment as may be agreed upun shall be made in suclh price or prices; noting contained herein, however, shalt limit the right of the owner end the Contractor to agree upon the amount or arnroumts to be paid tot lie Contractor for the completion of the continued portion ort' the contract when said contract does not contain an established contract price for such continued partiam H, NO LIMITAUON OF RIGHTS- Noting coiitj�ined its this section shall Iknit or alter the rights whicks the Owner may have for termination of tris contract under C7-7.14 hereof entitled "SUSPENSION' OR ABANDONMENT OF THE WORK AND ANNI.T ENT OF CONTRACT" err any other right -whieli. the Ow91er may have for defhuI I or breach of co ntmet by Contractor. 7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall he responsible for initiating, maintaining and supervising all safety precautions d programs in connection with the, work at all times and shalt assume all responsibilities for their enforcement. The Oontrac.-tor shill eQmpiy with federal, state, and local laws, ordinwices, and regulationas to protect person and properly from injury, including death, or damage in comiection with the work. C7-7(11.) PART C: - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1_ M A UREMF:N'f OF QUAhPfMES: The determination of quantities of work performed by The C=ontractor and authorized by the Contract Documents acceptably completed ander the terms of the Contract Documents shall be made by the Engineer, based an mcasuremcnts made by the Enginecr. These measurements will be- made according to the United States Standard Measurements used in common practice, and will be the actual length, ama, solid contents, numbers, and weiglits of the materials and, item installed. C8-9i 2 UNIT PRICES: Why in the Proposal a "Unit Price" is set fbAh, the said "Unit Price* shall include the fnimishng b the Contractor of all labor, tools, materials, niacbiaery, equiprn t, appliances and appurtenances necessary for the construction of and the completion in.a manner acceptable to I 1 Engineer of all wark to be done under these Co tract Documents. The "Unit Rrlce" .�,hal<l include all permanent znd temporary protection of overhead, surface. and underground structares. cleanup, fmishiing costs; overhead expense, bond, inwmrfce3 patent fees, royalties. risk clue- to the elements and other cruses, delays, profits, injuries, damages claims, taxes, and all other items not specifically menlioned that 1110Y be required to felly construct each item eflhc work complete. in place and in a satisfamyy condition for oper4tion, C8-8.3 isiYMP SUM: When in the proposal a "Lump Sunt" is set forth, the said "Lurnp Sure" shall represent the lutal cost for the Contractor to furrmish all labor, toois. inaterials, machinery, equipment, appurtenanc=es, and all subsidiary work necessary .for the construction and eiimpletion of all the work to provide s complete and functiomd item as detailed in the Special Contract r)ocuments and/or Plans. C8-8.4 SCOPE-'-' OF PAYMENT- The Contractor sh0 receive and ac=cept the- comperisation as herein provided, in full payment for funiisuig all labor, tools,materials, and inciden€als for peMfornning all work coritemplated and ernbraced under these Contract Documents, for all lass and dainage arising out of the mature of the. work or freta the. action of the elements, for any unforeseen defects or obstructions lticln rosy arise or he encountered during the prosecution which may arise or be encountered during the prosecution of the work at any tinre before ivi lunch aeeepu=o by the Owner, (cxcepl as provider) in paragraph C5-5.14) for all risks of whatever description connected with the prosecution of'the work,for all expenses incurmd by or iii consequence of the suspension or di corttinuattt of smch prosecution of the working operations as )re in specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, cg-8(1) and for completing the work in an acceptable Hunner accord-Ing to the tumis of the Contract Documents. The payment of any current or partial estimate prior to the final acceptance of the work by the Owner shall in no way. constitute an aeknovvled.gment of the acceptance of the work. -materWs, or equipment, nor in any way prejudice or atTect the obligatiow of the Contractor to repair, correct, renew, or replace at his own and proper expense any deteis or inip�-,rfections in the constmetion or in the strength or quality of the rniateriai used or equiprnori t err maehinezy furnis.lied iii or about the cvnslrurlioil of the work under oontr'acl and its appurtenances, or any darnage due or attributed to such defects, which de-fects, imperfections, or damage shall have been discovered on or before the final inspection and acceptance of the work or during the one year guaranty period after the final acceptAnc e. The f3wmcr sha#1 be the sole -2,of such defects, imperfection. or damage, and the Contractor shall be Iiable to the Owner for failure to correct the carne as provided herein. C84,5 PARTIAL FSTIMATE S AND RXTAINAGE. Between the P� and the 5111 day of each inonth, the Cuntraetor shall submit to the Ernginmr a statement showing an estimate of the value of the work done d ging the ptevious month, or estimate period under the Conlr'ael D(numenls, X of later than the 10`' day of the month, the Engineer shall verify such estimate, and if it is found to be acceptable and the valae of the work perfcrrrfred since the last partial payment eras made exceeds one hundred d n I jars ($100,00) inn amount, 90% of such estimated sum will be pairs to the C onlractor it'the total conlTact amount is lesx than 4 U00.00, or 95% of such estimated sures will he }paid to the ._. Contractor if'the total contract ainount is $4M.0 O.0.0 or greater, within (wenty-five (25) days after the reguIar estimate period. The City will have the option of preparing eslirnatcs on forms tisrnished by the City. The partial estimates may include acceptable norlpedshable materials delivered to the-work which are to be ineorpuratud into t 13 work as a Permanent. part therenG but whish at the time of the estimate have not been h stalled (wch payment will be allowed an a basis or 85% of the nel invoice value thereof). The Contrat tor shall furnish the Engineer such information as he may request to aid him as a guide in the verification or the preparation of partial estimates. It is understood thal partial estimates from month to month will be approximate only. all partial monthly estimates and Payniew will be subject to correction in the estimate rendered following the discover} of an error in any previous estimate, and such estimate shall not, in any respect, be Iaken as an admission of the Owner of the arnoUnt c)F work done cu of its quantity 01'sufficienc , or as an acceptance of the work done or the release of the Conn-actor of any ot`itis responsibilities under the ContracI Dm.urnents. The City reserves the right to withhold the payment of any nionilily estimate if the Contractor Fails to perforin -the work strictly in accordance wish the specifications or provisions of this Cvnvract_ C'8-8( ) CH-8.6 WITHHOLDING PAYMENT: Paymem on any estimate or estiniates may he heId in abeyance if the perfomiance of the construction operations is not iu accordance with the requirements or the Contract Documents. M8.7 FINAL ACCEPTANCE; Whenever the improvements provided for by the Contract Dacwricnls shall }cave been completed and till requirements of the Conlract Documents shall have been fulfilled on the part of the C'ontraclor, the Contractor shall notify lyse Engineer in writing that the improvements arc ready R)r final in ec6on. Tlie- Eriginr,e shall imify tht! appropriate officials of the Owner, will within a reasonable time make such final insNctiom €nd if die work is satisfactory, in an acceptable condition, and Ns been completed in accordance with the terms of the Conlract Documents and A approved modlfioatiuns thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance, of the prs�lect and final payinent thereof as outlines in paragraph C8-8.8 below. C'8-8.8 FINAL PAYM-01T, Whenever all the improvements }provided for by the Contract Documents and ail approved modification'a thereof shall have been completed and all requirements of the Contract Documents hve been fulfilled [m the part of the Contractor, a fmal eslimate showing the value of the work will be prepared by the Engineer as soon as (lie necessary measurernents, oompulations, and checks can be made. All prior es€mates uport which payment has been made are subject to accessary corrections or ruvisions in the final paymew. The amount of Ilse final estimate, less previous payments and any surn that have beers deducted or retained under the provisions of the Conlract Documents, will be paid to the Contractor within 60 days after the final acceptance by the Owner ort a proper resoltition of the City Council, provided the Coa tactor has furnished to the towner safisfactoiy evidence of compiiancc as follows: Prior to submissi«n cyr the final cstirnate for payment, the Contractor shall execute ars affidavit as ftmi shed by the City, certi 1�ing that; A. all persons. firutsr asst3ciations, corporations, or ofher organimtions furnishing labor and/or materials have been paid in lull, €i. that the wage scale established by the City Council in the City of Fort Worth has been paid. wid Cthat There are no claims pending for personal injury and/or property darnagus. The aeeeptance by the Contractor of the Iasi or anal payment its aforesaid slMl] upermSc as and shall release the owner from all claims or liabilities tinder the C ontrac3 for anything dame or furnished or relating to the work under the Contract Documents or any act or neglect of said City relating to or connected with the Contract. C8-8(3) The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of(lie Contract Documents wHch specifically continue thereafter_ -C&8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent engineers and designers to prepare [lie Contract Documents and all it odif icslions of the appx-oved Contract .Documents. 11 is, therefore, agreed that the Owner shall be responsible for the adequacy of iu own design Futures, sufficiency of the Contract Docuinents, the safety of the stricture, and the gracticabiIity of the operations of the completed prtrjjeot, provided the Contractor has complied with the requirements of the said Contract Documents, all approved mWitic:ations thereof, and additions and alterations thereof approved in writing by the Owner. The burden of proof` of such compliance shall be upon the Contractor to show that he has cnrnplied with the Contract Documents, approved modifications thereof, and all alterations thereat_ C8-8.11) 6ENERAL QUARA KTY, Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy [1r use of the premises by the Owner strait consti Cute an acceptance of the work not done in accordance with the Contract Ducumems or relieve the Contractor of liability in respect to any -express warranties or responsiWity for fawalty MWV-Vials or warkmanship. The Contractor shall remedy any defects or damages in the work and }gay for any &unagc to the other work re tilIing therefrom vw+hicli shall appear within a period of one year from the date of final acceptance of the work unless a lunger peFipd is speciried and snail ftimish a good and sufficient maintenance bond in The amount of 1UO percent of the amount. of the canuact which shall assure the perfo mance cif the general guRranty as above outlined. The Owner will give notice of observed defects with reas*nable promptness. M8.11 SUBSIDIARYWORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Cvnli-ad Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal. shall be considerrd as a subsidiwy item of work, the cost of which shall be included in The price bid in the Propo ml, For each bid item. Surface restomtiori. rock excavation and cleanup are general items of work which fat in the categoq of subsidiary work. C8-8,12 MISC'ELLANEQUS PLACEMENT OF MATMAL. Material may be ollocsted under various bid items in the Prgpusal to establish unit prices for iniscellaneuus placement of material_ These materials stall be used only when directed by the Engince-r, depending on field conditions. Payment for iruscellwieous placement of rnaterial vwriI I he made for only that amount of mawrlal. used, measured to lite nearest one- tenth unit. Payment for rmiscellaneons placement of rnateriaI shell be in accordance with the GeneraI Coitr€icl Documents regardless of the actual amount used f+'sr the'Project. M&13 RECORD DOM MENTS.- The, Contractor shall kerp on record a copy of ail specilications, pians. addenda, modificatiorns, shop drawings and samples Ott the 8-9(4) site, in good order and anno#a#ed to. show all charges made during the construction pt ce s. 'hese s ral h delivered to the Engineer upon completion of tht� wark. - 7 - SUPPLEMENTARY CONDITIONS T PART C- GENERAL CONDITIONS ECTION C1: Ul'PLEMEiw TARP CONDITIONS TO PAWY C - GENE,RAL CONDITIONS A. G-meral "These Supplementary Ltanditims amend or supplement Elie General Conditions of the Cont-mel and (Myer provisions of the Contract bmumems as indicated below. Provisions which are not so amended of supplemented remain in full force and affect. A MR.5 PARTIAL ESTIl ATIIS AND RETAIlNAGE: Page: CS-8 (2), should be deleted in its entirety and replaf:e:d with the fbllovving-. Partial pay esthnates shall be submitted by the CAmtractor or prepared by the City oil the 5th day and 0th day of each month that tlhe work is in progress. The estimate shall be proceeded by the City on the I01 day and 25th day respectively. estimates swill be paid within 25 days following the and of the estimate period, less the appropriate retainage as -act out below. Partial pay estimates may inc hide acceptable nonpeeishable materials del 1vered to the work place which are to lie incorpurated into the work ams a permanent part thereof, but Which at the time of the pay estinmte havemot been so installed. If such materials are included within a pay twimate, paymetrt shall be based upon 85%of the net voice v lno thereof: The Contractor will furnish the Engineer such information as may be reasonably requestcd to aid fn the verification or t11e preparation Df the pay estimate. For coatmcts of less thn WO,000 at thq, lune of execution, reWmge shW] he ten per tent (14°/6). For contracts of$400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (S) business days after receipt by Contractor of the payment by City. Contractors f4ilure to make the reg iAmd payments to subconcracton will authorize the City to withhold future yrnents from Che Conlractor un it compliant : with this paragraph is. accomplished, ii is imderstood tLit the part iai pay estimates will be approximate only, and ail partial pay estimates anti payment of same will be subject to correction in the estimate rendered followhi8 the discovery of the mistake in any previous estimate. Partial payment by Owner for the arnount of'work clone or of its quality or sufficiency or acceptance of the work deme; -ihall not release the ContracloT of any of its responsibilities under the Contract lDocuinents. The City reserves Ilse right to Withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the spepifscatiom or other provisions of this ctmtract. C. Part C - Goneml Conditions: Paragraph C3-3,11 of the Genera Conditions is deleted and ir.placed with D-3 of Part D -Special Conditions. D. C3-3.11 1SUR NCE: Page C3-3 (6): Delete subraragraph "g. LOCAL AGEMIJO INSURANCE AND BONDING" - Revised Pg, 1 0130M2 r E. C641CONTRACTO 'S RESPONSIBTTY FOR DAMAGE CiJAIMS: Page C$-6 (8), is dcleted in its entirety and mvlaccd with the Hlowing: -Canlraat r cover is and agrees- to indemi fy City's cslgtneer and architi-,a, and their personnel at the prc jlecr site rot Contractor's sole negligence. to addition., Contractor covenants. and agrees. to indemnity, hold hanniess and defend, al its awn expense, the Owner. its ousters, servants and employees, from and against arty-anti all claims or snits far property loss, properly damage, pt rnwnal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder b -C013tractOr, its olfieer.% agejits, cnsptoyees, subcontractors, licensees or invitees, .whether or not airy such injuly, damajLre or death !s cons-ed, in whole or in part, bre the nez&ence or aNeged rrtm eyce of Owiter, its o refs, ser mnts,^or erriploye s. C:onitactor likewise coverui its and -awes to indemnity and hold haTmless the C1vv€er from and against any Md all injuries to OWner's- officers, servanis and employees and 'any damage, loss or destruction to property of the Owner arising frons the ptrforrnr nem of any of the terms and conditions of this Conlrjac4 wfrelher or nog any such ig&Ey or daniM & caused, fxr whole or in Pad by the ire fr' er re or allered ire e!! once of Owner A o seen sere�rrrr�� or eppwloyees, In the event Owner receives a vrritten claire for &niages againm the Contractor or its subcontractors prior to final payment. linil payment shall not be made until Coanactor either (a) submits to Owner satisfactory evidence that the a laim has been settled and/or a release froin the cWm nt involved, or (h) provides Owner with a letter from Contractor's liability insurance carrier that the claim bas been referred to the, insurance carrier. The Director may, if he deems it appropdatc. mfuse to accept hills on odder City of Fort Worth public work from a Cmitractor against whom a claim For damages is outstanding as a result of work perfaTTned under a City C'antrac1. F. INCREASED OR DECREASED QUAM1I.TUIES: Part C - Ciente C nEditions, Section C'44 SCOPE OF W01M Page C 4-4 (l), revise paragraph C443 INCREASED OR DECREA} ED QUANTrI'1ES to read as follows: The D »r:r reserves the right to alter the quantities of the work to be perform.ed or to extend<rr shorten IN-, improvemenN at any lime when and as found to be-necessary. and the Contractor shall perform the work as altered, inc n!ased or deermsed at the unit prices as-established in the contract documents. No a]lo ance will be =de l'ur any changes in lost or anti eipated profits nor shat/ such changes he considered as waiving or invalidating any conditions or provisions of the Contract Docmuents. Variations irw quantities of sanitary sewer pipes in depth categories shall be interpreted herein as appiYing to the overaiI gtMtiiies of sanitary se werpi} in each pipe size but not to the various depth categories. Revised Pg. 2 09/300 G. C3-3.11 TNSURAN CE: Pagc C3-3 (7); Add subparagraph "h. ADf}MONAL INSURANCE REQUIREMENTS" at The City, its offl=!s. employees and servants sIWI be endorsed Man additional insured on Contractar's insurance policies excepting employees liability insurance coverage under Contractor's workers' compensation insurance policy. b. Certificates of insurance stall be delivered to .the Cit} Qf Fort Worth, conlrac:t adrrunisirator in the respective department as specified in the bid docuwcnts, t(}N 'nrockmorton Street, Fi)rt Worth, TX 76102, prior to coma encemmi: of work on the contracled project. c. Any failure on part of the City to request required insurance docnunentation shall not constitute a waiver of the insurance ne!qutrements specified herein. d. Each insurance policy shall be endorsed to provide the City a minimum thirty days notice of canceNtioin, non-renewal, and/or malcrial change in policy terms or cuverege. A ten days notice shall he acceptable in the event of-non-payment ofprem iurn. e. insurers must be authoriz&d In do business in the Stec of Texas wid have a r-urrent A.M. Best crating of A: X111 or equivalent measure of financial strength and solvency, F. [deductible limits, or self-funded retention limits, on each policy mitt not exceed X10,000.00 per-occ wunce unlcss nthenvise approved by the City. g. Other than �vprker's cotnpersation insurance, ih lieu of traditional insurance; City may vonsicicr allemlive coverage it.r risk treatrnew measures through insunmee pools or risk retention groups. The City must approve in writing any allernative coverage. I Workers' compensation insurance prlicy(s) covering employees umployed on the projeo shaII he endor d with zi wai vet of subrogadurn providing rights of moo very in favor of the City. i. City shall not be responsible for the direct payment of iiisuratnc:e prmiurn costs for contracloes insurance. j. Guntraclor's instigate a pcilieies shall each be endorsed to provide ftt such insurtance is primary proteclion and any self-fu,xded or conuncrcial coverage maintained by City shall not be called upon to contribute to loss recovery. k. In the co um of the project, Contractor shall report, in a timely manner, to City's officia?ly desigrtav�d contract adminisWator any known-loss occurrence which could give rise to a liability c:laiin or lawsuit or which could rm It in a pruptq Jess: l evi d Pg. 3 09/30/02 I. Contractor's liabiIity shuII riot be Iimitod to the specified sniounts of insurance requimd herein. m. Upon the request of City, Contractor shall Provide wmplele copies of all insut g policies required by these contmo documents. I.I. CS-8.4 SCOPE OF PAYMEMr. Delete C:$-8.4, Scape of Payinent at po a 8--8(1) is deleted in its entirety and rmplacecl with the following, 'Che Contmaor shall receive :rod accept the compensation as. herein provided, in full payinernt for famishing all labor, tools, mattrrials, and incidentals for perlImming all work contgmplated and embraced tinder these C'orttraet Documents. for all loss and damage arlsirlg out of the nature of the work or from the action of the ckmems, for any unfareseen defects or obstructions which may arise or be encounlmcr l during the prosecution which may ariw or be encountered during the prosecution of the work at any iime before its fmal acceptwic* by the Owner, (c-Lxcept as provided in paragraph C5-5.I ) for all risks of whatever de-scription cormea-M with the pzx secutiorl of the work, for all expenses incurred by or in consequence of the uLspension or discontirionnc:e P.f Such. pro&ec:ution of the workin operations as herein specified, or any and all infringemols of patents, trudern; rks, copyrights, or ether legal reservations,.arid for cornpleting the Mwk in Lin acceptable marmer according to the terms of the Coattact Doe utnerits, The payment of any current or partial estima#e prior to the final acceptance of the work- by the Owner shall in no way constitute sett acknow1odgment of the acceptance of the work, nnder�als, or equipmew, nor in any way prejudice or affect the obligations of the Cotitrac[or to repair, correct, renew, or replace ail his o-vm-and proper expense any defmts or imperfections in the construction ter in the strength or quality of the material used or equipment-or machine ffimished in or about the conAructintt of the work Luider contract and its appurtenances, or any damage dtie or attributed to such defects, which defects, imperfections, or damage shall have ka m discovered on or before [lye final inspeclion and acceptanec of the work or during the two (2) year guaranty period after the filial acceptance. The Owner sha11. be the sole judge of such defects, irmperf�ctions, or damage, and the Contrac(or shali be liable to tete Owner for Bilure to correct [he same as provided herein. I. CS-8.10 GENERAL 6UA R NTY; Delete-CS-8.10, General Guamnty at page C8-8(4)is doleted in its entirety and replaced with the following: Neither the 0nal certificate Qf payment nur any provision iu the C".ontrac[ Doe umew s, nor partial or entire occupancy ur use of the premises by the Owncr shall&sns[itula an'acaeptance of work not done in accordunce wily ilio Conlrnct Documents or relieve the Contractor of IiahiIity in resp7eo# W any express warranties or responsibi Iity for faulty matcrials or workmanship. The Contractor shall remedy any detects or damages in the work and pay for airy damage to other work or property resulting ihcrefrom which shall appear wilhin a period of two (2)years &am the date of filial acceptnnco of the work unless a longer period is spccif ied and shall rumish a good anti Sufficient rns i nteinanc& boml in the aniount of 100 percont of She amount of lite contract Revised Pg. 4 09/30142 which shall assure the perrormance of the general guareusty as ahove outlincd. The Owner wiI l give notico or observed detccls. with reasonable promptne.-Ln, Any referionce to any -shorter period of time of wmanty eontaine'd clse�w#were within the specifications shall tie resolved in favor of lids specifications, it being the City's intent that rile Contractor guarantee its work for a period of two (2) years following the date of acceptance of the project. In tht Special histruddons to Bidders, TPW contracts place the following to lieu of the existing paragraph 2. J. Parc C - General Conditions, Section C21-2 TI FPI ETATfON AND PREPARATION OF PROPOSAL, Page C2- (4)exchange paragmplis C2-2.7, C-2-2,8 and C2-2.9 Willi the following. C2; - .7 DEUVERY OF PROPOSAL: No proposal will be considered unIm it is delivered, actorv"led by its pnoper Bid Sec:tarity, to the Purchasing Manager or his representative at the official Ioi:afion and skated lime set forth in tfie "No'lice to Bidders." It is the Bidder's sale responsibility to deliver the proposal at the proper tithe to the prosper place. The mere fact that a proposal was dispa]elied will not he: eonsidered. 'l ie Bidders must have the proposal actuallyf delivered. Each proposal shall he in a sealed envelope }Mainly marked wiih the word TROPOSAL," and the mime or desctiption of I he prs�jcct as designated i11 the "Not i cc to Bidders." The envelope shall Ixt addressed to the Purchasing Manager, City of Fort Worth PTirchasing Division, P.O. Box 17027. Fort WQTth, Te xas 76102. C2-2.8 4 ITRI)RAWI G PItOPOSALS-, Pj-oposa15 actually filed with the €'urrhWng lamager c=ot be withdrawn prior to the time set for openjng proposals. A req ez-k for non-considerstiean of a proposal musk be made ire writing, uddms% d to the City Manager, and filed with him prior to the time set for the opening of proposals. After a]I proposals not requested for rlon-considcration are opened end publicly read a gild, the prr posals for which nor-consideration mquests have been properly filed may, at the npdon of the Owner, be rete€ned unopened. -2.9 TFC RAPHTC MODil~IC'ATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening propogiLls. provided such telegraphic communication is rcce ived by the Purchasing Manager prier to the said proposal opening time, and provided further, that the C�fty Manager is satisfied that a Written and dWy a uthenlicated confirinntion of Such telegraphic communication over the signatuse of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (49) hours after the proposal opening bore, no liu'ther cons i&ration will be given to the propo*j K. C3-3.7 BONDS LOQ I-TT PROJECTS-?: Reference. fart C. General C:onditims, dated November 1, 1987; (Cit} let }projects) make the following, reVtsioM: Revised Pg..5 091j 0,02 1. Page C3-3(3); the parap.rail h after paragraph C3-3.7d Other Bond9 should r,viSed to read: In order for a surety to be acceptable to the City, the surety must (1) hold a certificate of authority from the United States secretary of the treasury to quaalIfy as a surety on obiigations permitted or required under federni law, u ( ) have obtained reinsurance for any Ilabiiity in excess of $100,000 from a raainsurer that is autherized and adrnitted as a reinsurer in the state of Texas and is the holder of a certificate of authority from the Untied States secretary of the treasury to qualify as a surety on obligations permitted or required under federal law_ Satisfactory proof of any such reinsurance shall be provided to the Coity upon request. The City, In its sole discretion, will determine the adequacy of the proof required herein, 2. Pg. C3-3(5) Paragraph C:3-3.11 WSURANCE dr-fele subparigraph "a. CONVIPENSATTON INSURANCE". 3. Pg. C3-3(6), PtT4 raph C3-3;1 1 INSEIRANC E delete subparagraph "g. LOCAL AGENT F OR INSU KANC E AND BONDrING". L, RIGHT.TO AUDIT: Part C - 6e.nerral Conditions, Senor C8-8 M ASUREMENT AND PAYMENT. Page C8-8 (5)_ acid the following, 08-8.14 RIGHT TO AUDIT: (a) Contractor agrees thal Ilie City shat I.until the expiration of thrcc (3) yew after final payment under this contras[, lave ucccss to and the right to ex amine and photocopy a to directly pertinent books, documents, papers-and records of the Contractor involving transactions relating to this contrncI. Contractor agrees that the. City shaiI lave access during normal working hours le :ill rtecesiary Cont ructor facilities and stall be provided adequate :ind appropriate work space in order to nonduct audits in compliance with the p�avisions of this seedmo Thf. City shall give contrac[or reasonable advance notice of intended audits. (b) Contracttar further agrees to include in all its subccrntracN he und.er a provision to the effect that the subcontractor agrees that the City & ail, witil the expiration of three(3) years after linal payrneni Undiff xhc subcontract, have 4txe,; in and the right to examine and photocopy any diirectlyF pertinent books, docurnents, papers and records of such subcontractor. iirvcIving trawaaiowq to fhc wbcontrncl, and further, that City gha11 have aca~ess dming normal working hours to all subcontractor facilities, and shall be provided adequate and appropriate work :ace,in order to oc ndijet audits in comp)ia3nce with the Provi�inns of this afticle, 0 L shall gine subconimtor reasonable advaDce notice of hitended'audiu. (c) Contactor and subs ontrac:tor agree to photocapy.such docmnenis as may a requested by the City. The City agrees to reimburse the Contracior-for the cast of copies as follows: 1. 50 copier and under- 10 cents per page , More than 50 copies - 85 c encs W the lirsl page phis filleen cents for each page thereafter M. SITE PREPARATION 'l' ii 'C6Rrtr&Oor shOl char rights f-way or easemcros of obstruction wbich must be removed to intake possible proper prosecutian of the, work as u part of this pruject canstniction operations. The contractoes attention is dirow led to paragmpb C6-15.1() work within easements, page C6-6(4), park C - Genera Conditions of the Water Department General Contract Document and General Specifitcatioris. Cleaving and festorat ion shall be considered as ineidentai to construction and all costs incurred will be =sidered to he inc.ludiM in tine Linear Foot price of the pipe. M Reference Pati�C�'}}- General Conditions, Section C6- .8 BARRICADE.S. 1 ARNINGS AND WATCHIv EN: 1. Wherever the word Wait:.lunen appeam in this paragraph, U sluill he changed to the ward flagmen. 2. In the first paragraph, linen five (5)-and six (6), change tale phrase take all such o ier precautionary measures to take all reasonable necessary mea,;ams- D. MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE: Reference Park t-' {General Conditions), Section C3-3.2 Entitled °P4 INOIUTY BIJSI FES E TERP'RISUWOML�1 -OWNED WSW ESS ENTERPRL E COMPLIANCE" shall bc: deletr,d in its entirety and rep] d with the following; Upon request, Contractor agrees to provide to {owner complete and accurate information regarding actual work performed by a Minority Business Enterprise(MBE) andlcrr a Wi�man Business EnIeTpri w (W BE) an the contracI and payment there lbre. Contractor further agrees to permit an audit and/or ex=irnakion of any bricks, records or files in its pos ssion thal will substantiate the actual work performed by an MBE and/or WISE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the c:omtnission of fraud by the Conti-at for will be grounds for termbiation of the contract and/or initiadng action under appropriate federal, state or Im.a laws or ordinances relating to false sta#ements, fuvtlaer. any such misrepresentation (other than rtegligunI mismptesentzgion) and or cr rMnission of fraud will result in the Contractor being determined to he irre�zponsible and barred trona participating in City work for a period of time of not less than thee (3)years, Re,Osod Pg. 7 09130102 P. _WAGE RAMS- Section C3-3.13 of the 0enerral Condi6om is deleted acrd replaced with the following: (a) The coatrcctor shall comply with al requirements of Chapter 2258, Texas Government Code, including the payment of not less.d un the- caws determined by the City Council of the City of loom Worth to he the prevailuig wage rates in accordarlce with Chapter 2258, Texas Government Code. Stich prevailing wage rates etre included i i i Riese contract docurnent . (b) Tho contmoor shall, for a period of three (3)years following the date of acceptance of the work, inttintain records that draw(i) the name and occupation 01-each worker employed by ft contractor in tht: con 51ruction of the work provided for in this contract; and (ii) the actual per diem wages paid to each worker. Tliese records shall be open at a]I reasonable hours for irtspecIion by the City. The provisions of eclion C-1, L. Might to Audit(Rev. 9130!02) pertain to Ili is impection. (c) The contractor shall include in its subcontracts anr-Uur shall otherwise. require all of i.ts subconimc:tors cc) comply with paragraphs (a) and (b) above, (d) With each partial payrnen# estimate or pa}Troll peri kid. whichever is less, an-affidavit stating that the contractor has complied with the requirements of Chapter 2258.Texas Govemrneni Code. 'I lie contractor shall post the prevailing wage rates in a ebfispicuous place at the situ of 111e project al all limes. Revised Pg. 8 9/30/02 PART D- SPE+ LkL CONDITIONS PART D - SPECIAL CONDITIONS D-1 GENERAL.. ... ..... .. ...... --.... ........... . . ... .,. ..... ._............_.. .. ,.�... ......;t.. ...._....... D-2 COO RDINATION MEETtNCa.................................................................................6 _-.-.4 D-8 CONTRACTOR COMPLIANCE WITH WORKER"S COMPENSATION LAVA .................. 4 D-4 COORDINATION WITH FORT WORTH WATER DEPARTMENT ........................•--,,..,., 7 D- 5 CROSSING OF EXISTfNO UTILITIES....................................................6.......................- 7 D- 6 EXISTING UTfLITIES AND IMPROVEMENTS ................................................................ 7 D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES, .......... 8. D- 8 TRAFFIC DDI TRDL... ..... . .. ... . . .................... . . ... .. .. .. . ... ..... . . . . . . ............ a D-9 DETCURS ....................................................................................................................... 9 D- 10 EXAMINATION OF SITE ,...................................... •....... ----.., ........ 9 D- 11 ZONING COMPL[AN CE............................................................................................... 9 D- 12 WATER FOR CONSTRUCTION.................................................................................. 9 D- 13 WASTE MATERIAL.. .. . ... ..... ....... ...... ...-_ ., .. ... ..,. .. ,. ,.... .................. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE.........................:_.....a.:,....,........... 10 13- 15 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK........:...................... 10 13� 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LIMES- ------------ 10 D- 17 BID 0UANTITIES ....................................................................................................:. 11 D- 18 CUTTING OF CONCRETE.. ...... ............. ......r­r­.............. ...........I.................. 'I 1 D- 19 PROJECT DESIGNATION SIGN...I-..........-,,.-.,...,.------------- D- 20 .D- 20 CONCRETE S I DEWAL K AND DRIVEWAY REPLACEMENT................. .......,........... 11 D- 21 MISCIELLANEOUS PLACrEMENT OF MATEFCIAL...................................6.........,......-, 1 0- 22 CRUSHED DMESTONE SACT FILL.......................................................................... 1 D- 23 2'27 CONCRETE....................................................................................................... 12. D- 24 TRENCH EXCAVATION, BACKFILL, AND C OMPACTIoN....................................... 12 D- 25 TREE CH PAVEMENT (PERMANENT) REPAI R (E -19) FDR UTILITY CUTS.......... 14 D- 26 SITE SPECIFIC TIRE NCFI SAFETY SYSTEM (COVERS ALL PROJECTS)-------------- 14 D- 27 SANITARY SEVVER MANHOLE .............................................................................. fiF5 _ D- 28 SANITARY SEWER SERVICES .-...rr:.............................•-•-----,:.,..,,..............,„,.. ...... 18 D- 29 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES..............20 D- 30 DETECTABLE WARNING TAPES.................................................I——......................21 D- 31 PIPE CLEANING----------------------------------------- ...... .............................2 D- 32 DISPOSAL OF SPOILIFILL MATERIAL....................................... ..,. .. . ,.,. ... 22 D- 33 MEG HANI C S AND MATERIAL EN'S LIEN............................................................... 22 D- 34 S U BSTFFUTION S .................................. • ---------- - ------, 0- 35 PRE-C RE-CONSTRUCT TELEVISION INSPECTION OF SANITARY SEWER........... 23 D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES........................................ 26 D- 37 BYPASS PUMPING......•----•- ------------- ------.,,,........................... 7 D- 38 POST-CO NTRUCaTION TELE ISION INSPECTION OF SANITARY SEWER ....--.. 27 D- 39 SAMPLES AND 0UALITY CONTROL TESTING. .....................................................29 D- 40 TEMPORARY EROSION, SEDIMENT. AND WATER POLLUTION CONTROL (FOR [DISTURBED AREAS LESS THAN 1 ACRE) —­­­­........................ .......... 9 D- 41 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES ............_........ 30 D- 42 PROTECTION OF TREES, PLANTS AND SOIL ..................----.•..........._........._.,...._.. 1 D- 43 SITE RESTORATION..................................................................................................31 D- 44 C IT`Y OF FORT WORTH STANDARD PRODUCT LIST.............................................81 D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULCFIING........................................... 1 D- 46 CONFINED SPACE ENTRY PROGRAM... 37 D- 47 SUBSTANTIAL-COMPLETION INSPECTIONIFINAL fNSPECTION.......................... 37 D- 48 EXCAVATION NEAR TREES ...6............................ .........-.................:............_..., 37 0_ 49 CONCRETE ENCASEMENT OF SEWER PIPE . ............................•--•-------- ----- 38 D- 50 CLAY DANT........................................................................................6........................ 38 D- 51 EXPLORATOF Y EXCAVATION (D-I-IOI_E)-,,............... ....r, 38 ?ar-rM4 -1 PAIN D - SPECIAL CONOITI N D- 62 INSTALLATION OF WATER FACILITIES............ .....................- 39 52.1 Polyvinyl Chloride (PVC) Water Pipe........... ........ .. ....... ......................... ................39 52.2 Blocking _.............__....... ....................................... ........................................... 39 52.3 Type-of Casing Pipe..........___.......................... -------------------------- •-•-----.,...............- 39 82.4 Tie-Ins............................. ............._._............ ....... . ................. 39 52-5 Conner-tion of Existing KAains. .. ....... ....... . ... ... ........................................ ...........40 52.6 VaNe Cut-Iris .............................................................................................................40 521.7 Water ervices.,,.........................................._.................................._..........................40 52,8 -Inch Temporary Service Une ........................ ........ . ... .. . . .. . ........... ... .............4 52.9 Purging and Sterilization of Water Linos............................... ......................... . . . ..d3 .. . . .. .. 52.10 Work blear Pressure Plane Boundaries .....................................................................43 52.11 Water Sample Station... ........... ... ......... . . ____............................... . ... .............44 52A2 Ductile Iron and Gray Iron Fittings..... ....... ..........._......... ....... 44 D- 53 SPRINKLING FOR DUST CONTROL........................................................................45 0- 54 DEWATERING ........................__-------------------- ................................................___...45 D- 55 TRENCH EXCAVATION ON DEEP TRENCHES.......................................................48 D- 56 TREE PRUNING........................................................................................................45 D- 57 TREE REMOVAL....................____------ .,...,...................................................45 D- 58 TEST 110 LE S,........................................_...................................................................46 D- 69 PUBLIC NOTIFiCA►TION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION Of TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION ..............................................................................................47 D- 60 TRAFFIC BUTTONS.................................................................................................. 47 D- 61 SANITARY SEWER SERVICE CLEANOUTS............................................................ 48 D- 62 TEMPORARY PAVEMENT REPAIR.......................................................................... 48 D- 63 CONSTRUCTION STAKES ...............................................................................a........ 48 D- 64 EASEMENTS AND PERMITS..,.,............................................................................... 49 D- 65 PRE-CON TRU TION NElGHBORIIDOD NIEI TING ' '--------'-------___----- •............. 49 D- 66 WAGE RATES..................... ........ ........................................... .......... .......... ... 49 D- 67 REMOVAL ANO DISPOSAL OF ASBESTOS CEMENT PIPE .................................. 50 "8 STORM WATER POLLUTfON PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) ......................................................,.......................... ... 50 D-69 COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS -. .........................__............,......................................._.. 52 D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD............................................... 53 D-71 EARL`` WARNING TEM FOR CONSTROCTION .......................:........................... 5 D-72 AIR POLLUTfON w TCH DAY ................................................................................... 54 D-73 FEE FOR STREET USE PERMiTS.A D-FSE-INSPECTIONS........................................ 54 l7/04 O-2 PART DSPECIAL CONDITIONS FOR, 2004 C'APFFAL INHIROVFMENT I IkO.TIi�C'T YEAR TWO - GROUP 1 DAISY LN., N. CHANDLER AVE,, GOLDENROD AVE., N. C'IFIANDER DR., HONE YS UC.'Y{LE AV E., MARIGOLD A'VE. 'City cif'Fart Worlh, Texas DOE, NU 4697 Pmject Numbers: 17PW— C200-541200-0202400014933 WATER—P253-5412100.06021700149 3 SEWER — P258-5412'00-0702170014993 0µ1 GENERAL The order or precedence in case of conflicts or discrepasides between various parts of the Contfsct Dc)ckiments subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1, ptans . Contract Documents 3. Special Conditions The following Special CondItions shall be applicable to this project under the provisions stated above_ The Contractor shall to responsible For defects in this project due to faulty materials and workmanship, or boat, for a period of two (2) years from date of final acceptance of this project by the City of Fort Worth and will be required to replace at his expanse any part or all of this project - which becomes defective due to these causes_ Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contfact Documents for this project_ The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include thereih as specifying, referring or implying pradQct control, performance, quality, or other shell be binding upon the contractor. The specifications and drawings shall be considered cooporative; therafvre, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. Any Contractor performing any work on Fofl Worth water or sanitary sewer facillfies must be pre- qualifted with the VVater Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work_ This contract and project, where applicable, May also be governed by the two following published specifications, except as modified by these Special Provisions. 1_ STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL, TEXAS IM -3 PART D - SPECIAL. CONDITIONS Any conflict between these contract dOCUMents and the abova 2 publications shall be resolved in favor of these contract documents, !1 copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckrmortnn Street, 2.nd Floor, Mumcipal Building, Fort Worth, Texas 76102. The specificalions applicable to each pair itom are indicated by the call-out for the pay stern by the designer_ If not shown, thea applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract docurrient at any time. Fallure to bid or fuller execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. I NTER PRET TION AND PREPARATION OF PROPOSAL AL A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasifig Manager w his representative at the official location and stated time set forth in the "Notice to Bidders", tt Is the Kidder's sole responsibiilty to deliver the proposal at the proper time to the proper place_ The mere fact that a proposal was dispatched will not be considered_ The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marred with the word "PROPOSAL". and the name or description cl the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division. PO Box 17027, Fort Worth, Texas 76102- B. WITHDRAW N0 PROPOSALS: Propasal s actually fled with the Purchasing Manages cannot be withdrawn prior to the time set for opening proposals. A request for iron-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration ori opened anti publicly rend aloud, the proposals for which noir-considoraMtion requests have been properly flied may, at the option of the Owner, be returned unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, lhat the City Manager is satisfied that a written and duly authenticated confirmation of such lelographic communication over the signature of the bidder was mailed prior to the proposal opening time If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal- D-2 COORDINATION MEETING For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule_ The contractor shall be present at all meetings- 0-3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAIN A. Definitions: 1x27/04 S 4 FART D - SPECIAL CONDITIONS 1. Cert ificafien of coverage ("certificate"), A copy of a certificate of insLira nce, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TVVCC-8 , TWCC-83, or MCC-84), stfowinq statutory workers' compensation Insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project_ 2_ Duration of the projeot - includes the time from the beginning of the work an the project until the contractor'sfpersan's work on the project has been completed and accepted by the governmental entity. 3_ Persons providing services on the project {'subcontractor" in 405.096}- includes all persons or entities performing all or park of the services the contractor has undertaken to perform on the project, regardless of whether diet person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, [ndependerit contractors, subcontractors, leasing companies. motor carriers, owner operators, employees of any such entity, or amployoes of any entity Which furnishes persons to provide services on the project. "Services" include, without limitation, provfdin , hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project, "Services" does not [include activities unrelated to the project, such as feedibeverage vendors. office supply deliveries, and delivery of portable toilets_ B_ The Contractor shall provide coverage, based on proper reporting of classificatlan codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the-Contractor providing services on the project, for the duration of the project. C_ The Contracta- must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D_ If the coverage period shown on the contractor's currant certificale of coverage ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been -extended- E_ The Contractor shall obtain frvrn each person providing cervi s on a project, and provide the governmental entity, 't. A certificate of coverage, prier to that person baginping work ore the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project_ F_ The cantraictor shall retzirr ail required certificates of coverage for the duration of the project and for one year thereafter. _ The contractor shall notify the governmental entity in writing by certified mail or personal del[very. within ton (10) days atter tyre contractor knew or should have known„ of arry change M274ho -5 PART D -- SPECIAL CONDITIONS That materially affects the prcroshon of coverage of any person providing cervi es on the project_ H. The contractor shatl post on each project site a notice, in the text, form and Manner prescribed by the Texas Worker's Cormperisation Commission, informing all pemons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. 'The contractor shall contractually require each person with whom it corrlracts to provide services on a project, to; 1_ Provide coverage, based on proper reporting on classification codes and payroll arnounts and Ming of any coverage agreements, which meets the statutory requirements of Texas labor Code, Sectlon 441.01 t(44) for all of its empioyacs providing services on the project, for the duration c the project; 21 Pro+ride to the Contractor, }prior to (hat person beginning work on the project, a cprtif�-,ate of coverage showing that coverage is being provided for all employees of the person providing services on the project, far the duration of the project; 3. Provide the Contractor, prior to the end of the coverage perEad, a new certificate of coverage snowing extension of coverage, if the rcoverage period shown on the current cerlificale of coverage ends during the duration of the prcjQ0; 4. Obtain from each other person with whom it contracts, and provide to the Contractor= a.) A certificate of coverage, prior to the other person beginning work on the project: acid la_) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on 4he current certificate of coverage ends during the duration of the prefect_ 5_ Detain all required certiricates of coverage an file for the duration of they pfoject and for one year thereafter. G_ Notify the governmental entity in writing by certified mail or personal delivery. within ten (10) clays after the person knew or should have known. of any change that materially affects the provision of coverage of any person providing services. an the project; and 7 Contractually require each peri�on with whom it contracts, to perform as required by paragraphs (1)-(7). with the certificates of coverage to be provided to the person for whom they are providing services. & By signing this contract or providing or causing to be provided a Gerti•fhoate of coverage, the contractor Es representing to the gouemmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage +mill be based on proper reporbrig of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- insured, with the commission's Division of Self-insurance Regulation_ Providing false or misleading information may subject the contractor to administrative. criminal. civil penalties or other civil actions PAIN D - SPECIAL CONDITIONS 9, The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entities the governmental entity to declare the contract void if the contractor does not remedy the breech within ten days after receipt of notice of breach from the governmental entity, J_ The contractor shall post a notice on each project site informing all persons pravlding services on the project that they are requimd to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules_ This notice must be printed with a litliy in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes. "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to thi.3 construction project must be covered by workers' compensalpon insurance. This includes persons providingT hauiing, or delivrnrinq equipment or inaterialsr or providing labor or transportation or other service retated to the project, regardless of the identity of their employer or status as an employee-" Call the Texas Wofker's Compensation Commission at (512)440,371 9 to receiVa information ori the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure tv provide coverage". D- 4 COORDINATION WITH FORT WORTH WATER DEPARTMENT During the construction of this project, it will be necessary to deactivate, for a perfod of time, existing lines_ The Contractor shall be required lo coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-5 CROSSING OF EXISTING UTILITIES Where a proposed water line Mosses over a sanitary sevver or sanitary sewer service line andlor proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feel barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made waterfight or be constructed of ductile iron pipe, The Engineer shall determine the required length of replacement. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Cron Pipe with polyethylene wrapping. The material. for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethyiene wrapping. Adapter fittings shall tae a urelhane Qr naoprene caaLipling ASTM 0--425 with series 300 stainless steel compression straps. Backfill, fittings, tie-iris and all other associated appurtenances required are deemed subsidiary work, the cost of which shall bo included in the price bidin the Proposal for each bid item. D- 6 EXISTING UTILITIES AND IMPROVEMENTS The plans show the locations of all known surface and subsurface structures. However, the O ner a$-;Vrxaes no responsibility for failure to show any or all of these structures on the Plans, or to show them In their exact location. It is mutually agreed that Fmch failure shall not be considered sufficieni basis for claims for additional compensation for- extra work or for increasing the pay quantities In any rnaalner whatsoever. PART D - SPECIAL CONDITIONS The Contractor shall be responsible for verifying the locations of and protecting all existing ulilities, service lines, or other property exposed by his consiruction operations. Contractor shall make all necessary provisions (as approved or authorizers by the applicable utility company) for the suppoTt, protection or relocation, and/or tempvraty relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer limes, electrical cables, drainage pipes, and all other utilities and structum!8 bolh above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection andlor terrtporaty relocation of such facilities are deemed subsidiary work and the cost of sarne and shall be included in the cost bid per Ilnear fool of pipe installed. NO ADDITIONA4L COMPENSATION WILL. BE At,L.O ED- Where existing utilities or service livres are cut, broken or damaged the Contradvr Shall replace or repair the utilities or service livres with the same type of original material and construction, or better. unless otherwise shown or noted ori the pians, at his ori cost and expense- The Contractor Shall immediately notify the Owner of the damaged utility or service Zine. He shall cooperate with the Owners of all utilities to locate existing underground facilities and notify the Engineer of any conflicts its grades and alignment. In case it is necessary to change or move the property of any owner of a public utifity, such properly shall not be moved or interfered with until ordered to do so by the F_ngineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that may be made necessary by performance of this contract. The utility lines anti conduits shown on the pleas are for information only 2nd are not 911atanteed by the {City of the Engineer to be accurate as to extent, loc-ation, and depth: trey are shown on the plans as the best information available at the bine of design, from the o rtiers of the Utilities involved and from evidences found on the ground- D- 7 CONSTRUCTION TRAFFIC OVER PIPELINES It is apparent that certain Construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions- It will be the resparisibilily of IhL. Contractor to protect both the now fire and the existing lanes from these possibly excessive loads. The Contractor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the exisling or new pipe will be repaired or replaced by the Contractor, at the Contractor's expenses to the satisfaction of the City- In locations where it Is not permissible to crass the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still 'Sr however, the responsibility of the onlractor to repair any darnage to the existing or propesed lanes, if the damage results from any phase of his construction operation. D- 8 TRAFFIC CONTROL The contractor will be required to obtain a "Street Use Permit" prior to starting work- As part oI the 'Street Use Permit a traffir, control plan Is required, The Contractor shall be responsible for providing traffic control during the constriction of this project consistent wish the provisions set forth in the "Latest Edition Texas Manual ori Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic. on Highways," codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos. 27. 29, 30 and 31- 1"M4 C-8 PART D - SPECIAL CONDITIONS A traffic control plan shall be submitted foe review to Mr. Charles R_ Burkett, City Traffic Engineer at 1817) B79-8770, at the pre construction corOererxe_ Although work will not begin until the traffic control plan ha s been reviewed the Contractor's t!me will bein In accordance With the time frame establIshed in the Notice to the Contractor, The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. If it is determined that a sign miist be removed to permit required construction, the Contractor shall contact the Transportation and Public forks Department, Signs and Markings Division, (Pirrone plumber 871m773a) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sigrt with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign Is not installed correctly or if it does not meat the required specifications, the permanent sign shall be left In place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable provision of the 'City of Foo t Wo Traffic Control Handbook for Construction and Maintenance Work Areas_' The cost of the traffic control is subsidiary work and the cost of carne shall he Included In the price bid for pipe complete in place as bid in the Proposal. and no other compensation will be allowed. - D- S DETOURS The contractor shaI I prosecute his work in such a rnam. er as to emate.a rninfinum of interruption to iraffic and pedestdan fa6liities and Eco the 6ow of velxi;,�-ulrrr rind pedestrian Iraffic wittiin the project area. D- 10 EXAMINATION OF SITE It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions, which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improVements and disposition -of all maledals to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions, which may give, rise to later contingencies should be brought to the attention of the Owner prior to the submission of the ProposaL D- 11 ZONING COMPLIANCE During the construction of this project, the Contractor shall comply with present zoning requirements of the pity of Fort Worth in the use of vacant property for storage purposes, D- 12 WATER FOR CONSTRUCTION The Contractor at his own expense will furnish water for construction. D- 13 WASTE MATERIAL r rrr n SC-9 PART D - SPECIAL CONDITIONS All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage nr tQ Cause ]njury to street improvements or to abutting property. D- 14 PROJECT CLEANUP AND FINAL ACCEPTANCE 'Mc Contractor shall he awm-c that beeping the project site in a neat and orderly condition is ccrosidere€l an iniegmI part f,)I the eontrnetcd work and as such shalt be considered suhsidiary to the appropriate bid ite-ins. Clean up work shall be douse a� directed by the Engineer as the work progresses or as needed. If, in the opinion of the Fn&eer it is necessary, clegn-up shafl be none on a daily basis. Clean up work shaI I imdude, but tial W limited to • Sweep Lug the street clew of dirt or debris. • Storing ex"ss materia] in appropriate and organized manner 16 Keeping trash of any kind off of residents' property If the Engi.neer does not feel that -the Jobsite has bcen kept in an orderly condition, on the next estimate pay meni ( ,d alt subbequent paymunb; until completed) ofklxe appmpri ate hid ilem(s) will be reduced by 5%. Final cleanup work shall be done For this project as soon as all construction has been completed_ No more than seven days shall elapse after completion of construction before the roadway, right- of-way, or easement is cleaned up to the satisfaction of the Engineer_ 'rhe Contractor shall make a final cleanup of ah parts of the work before acceptance by the City of Fort forth or its representative. This cleanup shall Include removal of all objeutionable rocks, places of asphalt or concrete and other construction materials, and in general preparing the site of the work in an oWerly manner and appearance; The City of Fort forth Department df Engineering shall give final acceptance of the completed project work- D- 16 ork_D- f6 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish ak schedule outlining the anticipated time for each phase of construction with starting and cornpleflon dates, including sufficient time being allowed for cleanup. The Contractor shall not commence with water and/or sanitary sewer installation until such time that the survey cut-sheets have been received from the 'City inspector. D- 16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES The following procedures will be followed regarding the subject item on ibis contract- 1. ontract_1. A waming sign not less than five inches by seven inches, painted yeilow with black letters that are Legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drilvers, hoisting equipment or similar apparatus_ The warning sign shall road as follows. "WARNING - UNLAWFUL To OPERATE THIS EQUIPMENT WITHIN SIX FEET OF WGH VOLTAGE LINES,' 2. Equipment that may be operated within ten feet of high voltage limes shall have insulating cage-type of guard aboul the boom or arm, except back hoes or dippers. and Insulator links on lite lift hook ronnautions, I ' r4 SC-10 - PART D - SPECIAL CONDITIONS 3_ When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (ON ORE) who will erect lemporary Pnechan€cal barriers, de- energlze the lutes, or raise or lower the lanes_ The work done by the power company shall not be at the expense of the City of t=ort Worth. The notifying department shall maintain an accurate log of all such calls to ON ORE, and shall record action taken in each case_ 4, The Contractor is required to make arrangements with the OSI ORE company for the temporary relocation or raising of high voltage lines at the Contractorra sole cost and expense. _ No person shall work within six feet of a high voltage line without protection having been takers as outlined In Paragraph (3). s D- '17 BID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities, There is no limit to which a bid item can be Increased or decreased. Contractor shall not be entitled to renegotiation of unit prices regardless of the final measured quantities. To the extent that 04-4.3 conflicts with this provision. this provision controls_ No claim will be considered for lost or anticipated profits based upon differences in estimated quantities versus actual quantities. D- 18 CUTTING OF CONCRETE When existing concrete is crit, such cuts shall be made with a concrete saw. A[[ sawing shall be subsidiary to the unit cast of the respective iters. 13- 'I9 PROJECT DESIGNATION SIGN Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated -1896). The signs may be mounted on skids or posts. The E4ngineer shall approve the exact locations and methods of mounfing. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducted. Signs suspended from barricading shall be placed in such a way that signs.-do not interfere with reflective paint or coloring on the bardoades. Barricade signs shall be ire accordance w1th Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box I shall have the following information: For Questions on this Project Call. (817) 671-6306 M-F 7:30 am to 4:30 p,m, or (817)871-8300 Nights and Weekends Any and all cost for the required materia Is, labors and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the protect and no addRional i compensation will be allowed. D- 20 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT At locations in the project where mains are required to be. placed ander existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the €u[I existing width, between existing Construction or expansion joints with 3000 psi concrete with reinforcing r ,z?Aso C-'11 PART T D - SPECIAL CONDITIONS In paved areas or future paved areas, Castings shall be instailed by using a straight edge not less Than ten (10) feel long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The tap of the casting shall be Jl8 inch below the finished elevation. Allowances for the compression of the joint material shall be male to assure a proper final grade elevation- EXPOSED EXTERIOR SURFACES. All exposed exterior surfaces shall he coated with two mop coats of coal tar epoxy. Kopper "Bitumestio super Service Black". Tnemac. "46- 450 Heavy Triemecoi", or equal, to a minimum of 14 mils dry film thickness. 4- The exterior surface of all pre-cast section joints shell be thoroughly cleaned with a wire brush and Shen waterproofed with a 1/2-Inch thick coat of troelable blturnastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during back Filling- - MEASUREMENT AND PAYMENT, The price hid for Dew manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint gealinq. lift hole ;sealing and exterior surface coating. Payment shall not include paveirrent replacement. which if required, shall be paid separately- The price bid for reconstruction of existing rnanhok s shall include all labor equipment and materials rincessary for construction of new manhole, including, but not limited to. excavation, backfill, disposal of materials, joint sealing, Ilft hole sealing and exterior surface coating. Payment shall not include pavement replacement, which if required, shall be paid separately. The price bid for adjusting andlor sealing of existing manholes shall include all labor, equipment and matefiials necessary for adjusting and)or sealing the manhole, including but not limited to, Joint sealing, lift bole sealing, and exterior surface coating. Payment for concrete collars will be made per each- Payment For manhole insetts will be made per each. D- 28 SANITARY SEWER SERVICES Any teconrrection, feidcation, re-routes, replacement, or new sanitary sewer service shall be required as shown on the plans, arrdlor as described in these Special Contact Docurnents in addition to those located In the Feld and identified by the Engineer as aclive sewer taps. The service connections shall be constructed by the Contractor Witizing standard factory manufactLrred tees- City approved factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case-by-case basis The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performers in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required- Severed service connections shall be maintained as specified in section G6-6-15- D, SEVER SERVICE RECONNECTION: When sewef service recohneelion 'is called for the Contractor shall vertically adjust the existing sewer service limo as tequired for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bead of 45 degrees. The tap shall be located so ars to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer Sanitary sewer services on se efs being rehabilitated using pipe enlargement methods shall he replaced to the property or easement line or as diFected by the Engineer. Pfocedures listed below for rOWIN -'I8 PART 0 - SPECIAL CONDITIONS Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps_ Payrrrent for work such as backfill, saddles, tees, fiitin9s incidental four (4) feet of service line and all ether associated appurtenances required shall be inclined to the price hid for Sanitary Sewer Taps. I=_ SEINER SERVICE REPLACEMENT- All building sewer services encountered during constructlon shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service IIne. If the sewer service line is-irr such candltbn or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumbef. The Engineer shall deterrnr ne the length of the replacement. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by. the Engineer. For situations Involving sewer service re-routing, whether on public or prhrate properly. the miry shall provide Gyre and grade for the sewer service lines as shown an the project pians_ Prior to installing the applicable sewer main or lateral and the necessary service lines, the Contractor shall verify (by ate-holing at the building clean-out) the elevations (shown on the plans] at the building clears-out and compare the data with the etevation at the proposed connection point on the sewer main, in arder to ensure that the two ( ) percent minimum slope (or as specified by the Engineer) requirement is satisfied. Elevations shall also be verified at all bend locations on the service re-route_ All applicable sewer mains, laterals and affected service lines that are installed without pre-construction de- holing at the affected residences (to verify design elevations) shall be removers and replaced as necessary at the Conlraclor's expense In the event grade conflicts are brought to light after de-holin_q is conducted. All elevation information obtained by the Contractor shall be submitted to the Inspector. The Engineer shall be Immediately notified In the event that the two � } percent minimum slope is not satisfied_ If the Contractor determines that a different alignment for the re-route is more beneficial than shown on the plans, the Contractor shall obtain and submit all relevant elevation information for the now alignment to the Inspector and shall be responsible for ensuring that the two ( ) percent minimum grade (or as approved by the Engineer) is satisfied. Prior to backfllling, the Contractor shall double check the grade of the installed service line and submit signed documentation verifying that the line has been installed as designed to the Engineer, The Contractor, at its sole expense, shall be required to uncover any sewer service for which no grade verification has been ;submitted. All re- routes that are not Installed as designed or fail to meet the City code shall be reinstalled at the Contractor's expense. The Contractor shall ansure that the service line is backfilled and compacted In accordance with the City Plumbing Code. Connection to the existing sewer service tine shall be made with appropriate adapter fittings. The fitting shall be a urethane or neoprene coupling A--T.M. C-425 with series 340 stainless steel compression straps. The Contractor shall remove the existing clean-out and plug the abandoned sewer service line, The contractor shall utiiiza schedule 40 PVC for all sanitary sewer service re-routes or relocations located on private property. Furthermore, the contractor shall utilize the services of a licensed plumbor for all service line work on private property, Permits) most be obtained from the City of f=ort WOO Development Department for all' service line work on private property and all work related to the service line must be approve} by a City of Fort Worth Plumbing Inspector. A copy of the plumbing permit shall be provided to the Engineer prior to beginning Work on the sanilary sewer service re-route and proof of final acceptance by the Plumbing Inspector shall be provided to the Engineer upon completion of the sanitary sewer re-route. P2yrnent for work and materials such as backfill, removal of existing clean-outs, plugging the abandoned sower service fine. dabble checking the grade of the installed ;service line, pipe -1a27as4 SC-19 FAIT D - SPECIAL CONDIVONS fittings, surface restoration on pdvaklre property (to match existing), and all other associated work for service replacements in excess of four (4) linear feet shall be Included in the linear foot price bid for sanitary sewer service line replacement on private property or public right of way. Payment for all work and material involving the "tap" shall be included in the prim bid for sanitary sewef service taps. D- 29 REMOVAL. SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES Any removal, salvaging andlor abandonment of existing fadlities will necessarily be required as shown ori the plans, andior described in these Special Con#fact Documents in addition to those located In the field and identified by the Engineer. This work shall be done in accordance with Section UA-5 Salvaging of Material and i`-2.2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water rooter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B_ SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: existing water riveter and concrete vault lid shall be removod and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materia]s. The concrete vault shall be demolished in place to a point riot less than 18 inches below final grade_ The concrete vault shall glen be backfilled and compacted in accordance with backfill method as speeffied in Sactior4 E2-2_9 Backfill_ Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: E Elting fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Se lion E2-1.6 Salvaging of Materials. The void shall be backfilled and compacted In accordance with backfill method as specified in Sedtion E2-2.9 backfill Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing sur-Founding surface and grade_ D. SALVAGE OF EXISTING GATE VALVE, Exisling gale valve and valve box and lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal shall be backfilled and compacted in accordance with backfill methad as specified in Sectlon E2-2,9 Sackflll. Backfill material shall be suitable excavated material approved by the Engineer. surface restoration shall be compatible with existing surrounding surface and grade. If the valve Is in a concrete vault, the vault shall be demollshed in place to a point no less titian 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE- Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a paint not less Ihan 18 inches below final grade. floncrete shall then be used as backfill material to match existing grade_ F. ABANDONMENT OF E iSTIN VAULTS: Vaults to be demolished in glace shall have top slag and lid removed and vault walls demolilshed to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 backfilL Backfill material shall be suitable -20 PART D - SPECIAL CONDITIONS - - excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES.- Manholes to be abandoned in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter section, or to point not less than 18 inches below final grade_ The structure shall thea be backfilled and compacted in accordance with backfill method as specified in Section E2-2,9 Backfill. Back ill material may be either clean washed sand of clean, suitable excavated material approved by [lie Engineer, Surface restoration shall be compatible with surrounding service sufface_ Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole_ 11. REMDVA L OF MANHOLE S- Mar}holes to be removed Stull have all pipes entering or exiting the structure disconnected The cornptete manhole, including top or core section, all full barrel diameter section, and base section shall be removed_ The excavation shall then be backfilled and compacted in accordance with backfill rrtethod as specified in Section E2-2.9 Backfill. Backfill material may be with Type D Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. L CUTTING AND PLUGGING EXISTING MAINS- At various localions on this project, it may be required to cut, plug, and block existing water mainstservices or sanitary sewer mains/services in order to abandon these lines. Cuffing and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe. uNess separate trenching is required, J. REMOVAL OF EXISTING PIPL Where removal of [lie existing pipe Is required, It shall be Ilia Contractor's responsibifily to preperly dispose of all removed pipe_ All removed valves, fire hydrants and mater boxes small be delivered to Water Department Field Operation, Storage Yard. _ PAYMENT, Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear foot bid price, of the pipe, except as follows, separate payment will be made for removal of M fire hydra?Its, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or removing all other existing facilitfes when said facility is not being replaced In the sante trench (Le., when removal requires a separate trench), L_ ABANDONMENT OF E I TiNG SEWER LINES- Where plans call for abandonment of existing sewer mains after the construction of a new sewer main, the Contractor shall be responsible for TV inspeclion of 100` of the existing sewer main to be abandoned to make a final determination that all existing service connections have been relocated to the new main. Once this determination has been made, the existing inain wilt be abandoned as indicated above in Item L D- 30 DETECTABLE WARNING TAPES Detectable underground uilflty warning tapes whish can be located from the surface by a pipe detector shall be installed di{ectly above non-metallic water Emd sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective DAFT D - SPECIAL CONDITIONS' ined plastic jacket thal is impervious to all known alkalEs, acids, chemical reagents and solvents found in the sail. The minimum overall thickness of the tape shall be 5-5 mils, and the width shall not be less than two inches with a minimum unit weight of 2 V2 poundsll inchl100`. The tape shalt be color coded and imprinted with the message as follows. Type of UUN Color Cole Legerrc�s Water Safety Blue Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer tine Below Installation of detectable tapes shall be per manufactur'er's recommendations and shall be 35 close to the grade as is practical for optimum protect Ion and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment for warts such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be im 1tided in the unit price bid tor the appropriate bid items)- D- 31 PIPE CLEANING Joints shall be wiped and then inspeoted for proper instaIlatiorl by the in9pector ;. Bach joint Sha 11 be swept daily and kept clean during installation- A temporary might plug shall' be installed on all exposed pipe ends during any period of work stoppage. D- 32 DISPOSAL OF SPOILJFILL MATERIAL Prior to the disposing of any spoillfill material, the Contractor shall advise the 01rector of E:ngineeting Department. acting as the City of Fort Worth's Flood Plain, Admfnistrator ("Administrator"), of the location of all sites where the Contractor intends la dispose of such material Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Floud plain Ordinances of the City of Fort Worth (Ordlnance No, 10056)- All disposal sites must be approved by the Aidministraior to ensure that filling is nal occurring within a floodplain without a pefrnit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is rewired d disposal sites are not in a floodplain Approval of the Oantractor's disposal sites shall be evidenced by a telter signod by the Administratof stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary E=ngineering studies, shall be at theContractor's expense. In the evert that the Oontracler disposes of spoillfill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering Department, Contractor shall rernove the spoilffill material at its expense and dispose of such materials in armordance vVith the Ordinances of the City and this section- 0- 33 MECHANICS AND MATERIALMEN`S LEEN The Contractor shall be required to execute a release of mechanics and malerial men's liens upon receipt of payment. D- 34 SUBSTITUTIONS The specifications for materials set out the minfmUm standard of quality, which the City believes necessary to procufe a salisfaetvey project, No subslitUtiorrs will be permitted until the Contractor has received written permission of the Engineer to make a substltution for the material, Which has beers specified Where the term '-or equal", c "or approved equal" is used, it is understood that if PART D - SPECIAL CONDITIONS a material, product. or piece of equipment bearing the name -so used is furnished, It will be approvable, as the particular trade narne was used for the purpose of establishing a standard of quality acceptable to the City, if a product of a ny other name is proposed for use, the Enginear's approval thereof must be obtained before the Contractor procures the proposed substitute. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative iterns or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substiturtion is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole Judge of the acceptability of substitutions_ The provisions of this sorb-section as feIated to "substit ut[ons" shall be applicable to all sections of these specifications_ D- 35 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER A. GENERAL; Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enta{gement, cured-ire-place pipe, fold and form pipe, slip-line, etc.), skull be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their koca lion. Work shall cunsrst of furnishing all labor, material, and equipment necessary for the cleaning and Inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer llnes from damage that might be inflicted by the improper use of cleaning equipment. 1. HIGH 11ELO I-FY ,SET (HYDi OCLEANING) EQUIPMENT. The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzle&- The nozzles shall be capable of producing a scouring action from 15 to 46 degrees in all size limes designated to be cleaned. Equkprnent shrill also include a highs-velocity pun fdr washkng and scouring manhole waIls and floor, The_gun ONl be ca31pa31ble of producing flows from a fire sprayr to a solid stream, The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically propelled Equipment shall be of a movabie dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter nround the outer periphery to ensure removal of grease. If sewer cleaning balls or other equiprnent. which cannot be collapsed, is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lfnes shall be Litiliaed to provide necessary fluid for hydraulic cleaanIng devices whenever possible. 2. CLEANING PROCEDURES. The designated sewer manholes shall be cleaned using high-velocity jot equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and -other materials and obstructions from the sewer lines and manholes, If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment falls to traverse the entire manhole sectlon, It wkll be assumed that a major blockage exists, and the cleaning effort shall be abandoned, When additional quantities of water from fire hydrants are necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in cause of a fire in the area seared by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the later Department_ The ta27�'N C-2,3 PART D - SPECIAL CONDITIONS Contractor shall be responsible for the water meter and related charges for the setup, including the water usage bill. All expenses shall be considered Incidental to cleaning, 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, g{ease, and other solid or samisclid Malerial resulting from the cleaning operation shall be rp-moved at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause lire stoppages, accumulations of sand In wet wells, or damage pumping equipment, shall not be permitted, 4, All solids or sernisolid iesulhing from the clearing operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less otter than al the end of each workday and disposed of al no additional cost to the City. 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOUDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH PASIN , STORM ORAI lS OR SANITARY SEWER MANN-IDLES, 6 TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Fighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operativQ in 100% humidity conditions. The camera, television monilior, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer,, and if unsalisfactory, equipment shall be removed and na payment will be made for an unsatisfactory inspecl;lon_ B_ EXECUTION: 1_ TELEVISION INSPECTION-. The cannera shall be moved through the line in either direction al a moderale rate, stopping when necessary to perrmll proper documentation of any sewer service taps In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches. TV cable, and powered rewinds or other devices [hot do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between tyre two manholes of the section being Inspected to ensure good communications between members of the crew The importance of _accurate distance measurements is emphasized. All television inspection videotapes shall have a footage counter. Measure Ment for location of sewer service taps shall be-above ground by means of ureter device. Marking on the cable or the like, which would require interpolation for depth of manhole, will not be allowed, Accuracy of the distance meter shall be checked by use of a walking meter. roil-amtape, or other suitable device, and the accuracy shall be satisfactory to the Engineer, The City makes no guarantee chat all of the sanitary sewers to be entered are clear for the passage of a camera.. The methods used for securing passage of the camera are to be at the option of the Contractor- The cast of retrieving the Television camera, under all circumstances, when it bacome.3 lodged during inspection, shall be incidental to Television inspection. � 7a S , 4 PART D - SPECIAL CONDITIONS 2_ DOCUMENTATION; Television Inspection Logs; Printecl location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tops observed during Inspection. In addlItion, other points of significance such as locations of unusual condWonMr roots, storm sewer connectlons, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supptled to the City. 3_ PHOTOGRAPHS. Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be takerk by the Contractor upon request of the Engineer. as long as such photographing noes not Interfere with the Conlractor's operations. 4_ VIDEOTAPE RECORDING& The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded, The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and maY be retained a maximum of 30 calendar days_ Equipment shall be provident to the City by the Contractor for review of the tapes. The Engineer will return tapes to the Contractor capon completion of review, Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to bate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the pity. If a good tape cannot be provided of such quafity that can be reviewed by the Englneer, no payment #Qr televising this por an shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cainnot be nego iated with the telev1slon camera, THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUMON FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the E=ngineer, the Contractor will be notified as to which sections of the sanitary sewer are to be corrected. The Engineer- will return tapes to the Contractor upon completion of review_ All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal, C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: The cost for Pre-Construction 0eaning and Television Inspection of sanitary sewers shall be per linear toot of sewer actually tetevised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer Including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for lute analysis. The primary purpose of cleaning is for television inspection and rehabilitatlon; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of lime shall he incidental and no payment shali be made, IfWrM4 SC-25 PART D - SPECIAL CONDITIONS The City makes no guarantee that all of the sanitary sewers to be enterers are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be Included in the bid price for T Inspections. The cost of retrieving the TV Carrera, under all cimurnstaances, when It becomes lodged during inspection, shall be incidental to TV Inspection. The item small also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental le the prajed D- 36 VACUUM TESTING OF SANITARY SEWER MANHOLES D. GENERAL: Thir. item shall govem.-the Vacuum testing of all newly constructed sanitary sewer manholes. B. EXE UTJOK 1. TEST PROCEDURE: Manholes shalI t>e varuUM tested prior to any interior grouting vdth alh connections in place. Lift holes shall be ptugged, and all drop-connections and gas sealing connections shall be installed prior to testing, The sewer lines entering the manhole shall be pluggers and braced to prevent the plugs from being drawn Into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance wkth the manufacturer's recommendalions. A vacuum of ten inches of rnsmury (10"Hg) shall be dlmwn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the requited test time_ The required test time shall be deterfnined from the Table I below in accordance with ASTM 01244-g3; Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 11' H 'IQ"Hg 9"Hg) (SEC) Depth of MH. 48-Inch Dia- 80-Inch ilia_ FT. Manhole Manhole 0 to 1 ' 40 sec. 52 sec. 18' 45 sec. 59 sec_ 20' 50 sec. 65 sec- 22' 55 sec, 72 sec. 24' 59 sec. 78 sec. 26' 84 sec. 85 sec_ 28' Sg sec_ 91 seas. g' 74 sec. 98 sec. For Each 5 sec. 5 sec Additional 2' ro1of S - 6 �- PART D - SPECIAL CONDITIONS 1, ACCEPTANCE-. The manhole stall be considered acceptable, if the drop in the level of vacuum Is less than one-inch of mercury (1" tag) after the required test time. Any manhole, which fails to plass the initial test, must be repaired by eilher pressure grouting through the manhole wall or diggirig to expose the exterior wail' of the manhole in order to locate the leak and seal it with an epoxy seatant. The manhole shall he retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris-shall be removed an disposed of in a rnariner satisfactory to the Engineer- PAYMENT. Payment for vacuum testing of sahitary sewer manholes shall be paid at the cantract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein- D- .37 BYPASS PUMPING The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other meth ad as may be approved by that Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow wlthout sewage backup occurring to facilities connected to the se"r. Provisions shall ba made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-38 POST-CON STRUCTiON TELE WS10N INSPE C TION OF SANITARY SEINER A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection performed by an [ndependent sub- ontrar-tor hired by the prime Contractor, Work shell consist of furnishing all labor, material, and equipment necessary for inspectlon of the sewer lines by means of closed circuit television, Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISiON INSPECTION EQUIPMENT: The televislan camera used fdr the inspection shall be one specifically designed and constructed for such Inspection. Lighting for the camera shall be operative in 100% humidity conditions. The carnera, television monitor, and other components of the video system shall be capahle of producing picture quality to the salisfaction of the Engineer, and if unsati8fadcry, equipment shall be removed and Fm payment will be made for an unsatisfactory Inspection. C_ EXECUTION: t- TELEVISION NSPECTION: The carrnera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per m1nute. Manuel winches, power winches, TV cable, and powered Ia�2M a SC-27 - - PART D - SPECIAL CONDITIONS rewinds or other devisers that do not obstruct the camera view or interfere with proper documentation shall be used to more the samara through the sewer line, No more than (lot} linear fart of pipe will be televised at one time for review by the Engineer. When manually operated winches are used to pull the television camera through the Ilse, telephones of other suitable means of communications shall be set up between the two manholes of the section being inspected to ensufe goad communications between members of the crew. The importance of accurate distance measurements is emphasized- All television inspection video tapes shall have a footage counter. fuleasuremenl far location of sewer service taps shall be above ground by means of m-der device_ Marking on the cable. or the like. which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, rollma-tape. or Other suitable device, apd the accuracy shall be satisfactory to the Engineer. The City makes no guarantee #hat all of the ;sanitary sewers to be entered are clear fof the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged duffing inspection, shall he incidental to Television inspection. Sanitary sewer mains must be laced with eriough water to fill all low pmts. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is aciiVe, 110W must he resl6cted to provide a clear image of sewer being inspected- 2. DOCUMENTATION: Television Inspection Logs- Printed location records shaiE ba kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service top observed during inspection. All television logs shall be reterenced to stationing as shown on the platys_ A copy of these television logs will be supplied to the City. 3, PHOTOGRAPHS- Instant developing, 35 mm, or other slandard-size photographs of the television picture of problems shall be taken by the tloritfactor Upofi request of the Engineer, as long as such photographing does not interfere with tete Contractor's operations. 4: VIDEOTAPE RECOROINGS; The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed- Video tape recording playback shall be at the same speed that it was.recorded. The television tapes shall be furnished to the City for review immediately upon carnpletion of the television Inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to IhLa Contractor upon completion sof review by the Engineer. Tapes shall not be erased without the permission of the E=ngineer, If tete tapes are 01 such poor auality that the :--jn in er is unpble to evaluate the condItibn of the sewerJine or to locate seryloe connections, 1h�e onlractor shall be required to re- televise and provide a_-good tape of the..line at no additional cast to the City. if a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shell ba made, Also, no payment shall be made fc�r ra-271404 - 8 DART D - SPECIAL CONDITIONS portloos of lines not televised or portions where manholes cannot be negotlated with the television camera, ID. PAYMENT QE POST-CONSTRUCTION TELEVISION INSPECTION- OF SANITARY SEWERS. The cost for post-construction Television Inspection of sanitary sewers shall be }ger linear fool' of sewer televised, The Contractor shall provide the Engln�!er With (apes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspecticn shall include necessary cleaning (hydraufic let or mechanical cleaner) to provide. video image required for line analysis_ The quantity of TV Inspection shall be measured.as the total length of new pipe instalied. Al costs associated witer Ihis work shall be Included in the appropriate bid Item - Post-tlonstructfan Television Inspectioal The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project_ D- 39 SAMPLES AND QUALITY CONTROL TESTING A. -Re Contractor shall furnish, at Its awry expense, r rtif!cations by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Por0ard cement contra a to be used, and gradation analysls for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall proVide man ui;acturef's cert ificat[ons far all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using WFe same aggregate, cement, and mar-tar Which are to be used later in the concrete. The Contractor shall provide a cettified copy of the lest results to the City. C. Quality control testing of In-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material le meet project specifications will be at the expense of the Contractor and wJ11 be billed at commercial rates as determined by the City. The failure of the City to Make My tests of materials shall In no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contracl. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the Iter'' being tested, E, The Contractor shall provide a copy of the trig ticket for each load of fill. material delivered to the job site, The ticket small specify the name of the pit supplying the fill material. D-AQ TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL (FOR DISTURBED AREAS LESS THAN I ACRE) A. DESCRIPTION, Thig item shall consist of temporary soil erosion sediment and water pollution control 'measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control 'measures unless otherwise directed by the Engineer and they shall not include 7WM04 SC-29 PART T D - SPECIAL. CONDITIONS measures taken by the CONTRACTOR to control conditions created by his ooristruction operations. The temporary rneasures shall include dikes, dams, berms, Sediment basins, fiber diets, jute netting, temporary seeding, straw mulch, asphalt mulch. plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENT& The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, barrow and to direct the CONTRACTOR to provide temporary poll uticn-coFit rol measures to prevent contamination of adjacent streams, other water courses, lakes. ponds or other areas of water impoundment, Such work may involve the construction of ternporary berms, dikes, darns, sedirnent basins, slupe drains and use of lempor8ry mulches. mats, seeding. or other control devices or methods directed by the Engineer as necessary lo control soil erosion_ Temporary pollution-control measures small be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project, The Engineer will limit the area of preparing right-of-way. clearing and grubbing. excavation and harrow to be proportional to theCONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule_ Should seasonal conditions make such limitations unrealistic, ternpvrary measures shad be performed as directed by the Engineer. 2_ Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering rMmarns_ 3. Frequent fordings of live streams lA not bj2 permitted; therefore, temporary bridges or rather structures shall be used wherever an appreciable number of stream crossings are necessary Unless otherwise approved in writing by the Engineer, machanized egulproant stall not be operated in Vve streams, 4_ When works areas or material sources are located in ar adjacent to five streams. such areas shall be separated frorn the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during floe construction and removal of such barriers to minimi the muddying of a stream. 5_ All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. _ The Contractor shell take sufficient precautions to preverit pollution of streams, lakes and reservoirs with fuels, oils, bitumen, calcium chloride or other harmful maler!aIs. Ike shall conduct and schedule his operations so as to auuid or minimize siltation of streams, lakes and reservoirs-arid to avoid interference with movement of rnigratory fish. MEA LI REMENT ASND PAYMENT- All work, matefials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and rte extra pay will ba given fear this work. 0. 41 INGRESS AND EORES IQB TRU TION OF ACCESS TO DRIVES The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not In progress and at night_ Drives shall be left accessible at night, on weekends, and during holidays, The Contractor shall canduut his l7r - 0 PAST D - SPECIAL. CONDITIONS activates tp minirrrize obstruction of access to drives and propefty during the progress of construction. Notification shall be made to ars owner prior to his driveway being removed anctlor rebuilt_ D- 42 PROTECTION OF TREES, PLANTS AND SOIL All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc,, shell be preserved or restored after completion of the Work, to a Condition equal to or better than existed prior-to start of works. Any trees. or other landscape features scarred or darnaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work Mil be permitted only by experienced workmen in an approved manner (No trimming or pruning without the property owners' consent), Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. By ordinance, the Contractor must obtain a permit from the City Forester before any worts (trimming, removal, or root pruning) can be done on trees or shrubs growing on publlc property inclvding street Rights-of-Ways and designated alleys, This permit can be obtalned by calling the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class 11 Pruning as described by the National Amorist Associaflon. A copy of these standards can be provided by calling the above number_ Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade free Evaluation as defined by the Intematlonal Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of For! Worthy and may be wlthhekd from funds due the Contractor by the City, To prevent the spread of the Oak Wlit fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint_ Nc> separate payment will be made for any of the work involved for tris item and al costs incurred will be.co nsidered a subsidiary cost of the project. D- +43 SITE RESTORATION The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer_ The basis for approval by the Engineer MI be grade restoration to plus minus vire-tenth (0.1) of a foot. D- 44 CITY OF FORT WORTH STANDARD PRODUCT LIST Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive_ Products and processes listed in the "City of f=ort Worth Standard Product list skull be considered to meet City of Forl Worth minimum technical requirements. D- 45 TOPSOIL, SODDING, SEEDING & HYDROMULDHiNG This item shall be performed in accordance With the Qity of Fort Worth lurks and CDmmunnity Services Department Specifications for Topsoil, Sodding and Seeding, I_ TOPSOIL. 1"7/04 SC-31 PART D - SPECIAL CONDITIONS 0E SC R1PT10N: This Item will consist of furnishing and placing a minimurn of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the Gres and grades as established by the Engineer, GONSTRUCTION METHODS-. Topsoil will be secured from borrow sources as required to supptemeni material secured from street excavation. All excavated materials from streets which Is suitable for topsail will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavOon shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shal€ be placed on parkway areas so as to provide a minimum six (6) Inches of compacted depth of topsoil parkways_ 2. SODDING DESCRIPTION., Sodding will consist of furnishing and planting Bermuda. Buffalo at St. Augustine grass in the areas between the curbs and walks, on terraces. in median strips, on embankmerits or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Speciflcatlon, Recommended Buffalo grass vafiefies for sodding are Praide and 609_ MATERIAL Sod shall consist of lire and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these-.grasses shall be alive and acceptable. Bermuda and Buffalo grass sad shall have a healthy, virile rout systern of dense, thickly matted roots througho+it a two (2) inch minimum thickness of native soil attached to the roots, St. Augustine grass sod shall have a healthy, girlie root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots_ The sad shall be free from obnoxious 'weeds or other grasses and shall riot contain any matter deleterious to Its growth or which might affect Its subsistence or hardiness when transplanted. Sad to be placed between curb and walk and on terraces small be the same type grass as adjacent grass or existing lawn. Care shall be taken at all tines to retain native soil on the roots of the sad during the process of exc.avMing, hauling, and planting. Sod material shall be kept moist from the time It 'is-dug until planted. When so directed by the 1`ngineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS- After the designated areas have been completed to the lines. grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shalt be either "spot" or "block'; either Bermuda, Buffalo or St. Augustine grass, a. Spot Sodding Furrews parallel to the curb Gina or sl•de alk luxes, twelve (1 2) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to b-a sodded, In all furrows, sod approximately three (3) inches square shall be placed on twelve (1 ) inch centers at proper depth so that the top of the sod shall not be more than one-half (112) Inch below the finished grade. Holes of equivalent depth and spacing may be used - - - - PART D - SPECIAL CONDITIONS Instead of furrows. The sail shall be firm around each block and then the entire wadded area shall be carefully rolled with a heavy, hard roller developing fifteen (1 5) to twenty-five (2 5) pounds per square In ch compression. 1-1 and tamping may be req«ired on terraces_ b Block Sodding. At locations on the Drawings or where directed, scud blcck� shall be carefully placed on the prepared areas. The sod shall be so placed that lhae entire designated area snail be covered, and any voids left In the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which}, in the opinion of the Engineer, may slide dLie to the height or slope of the surface or nature of the soil, shall,. upon direction of 1he Englneer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficlently close to bold the block sod firrnly in place_ When Necessary, the sodded areas shall be smoothed after planting has been completed and shaped to contorm to the cress-seclivn previously provided and exNhng at the time sodding operations were hLequn. Any excess dirt from planting operations shall be spread unifornlly over the adjacent areas or disposed of as directed by the Engineer so that the uumpleted surface will present a sightly appearance. The sodded areas shall he thoroughly watered immediately after they are planted and shall be subsequently watered at s4pch times and in. a manner and quantity &rented by the Engineer until completion~ and final acceptance of the project by the City of Fork Worth. 3_ SEEDING DESCRIPTION-. "Seeding" wall consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications- MATERIALS: pecifications_MATERIAL : a, Gernoral. All seed used must carry a Texas Testing Seed label slowing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of tirne of delivery to the project. Each variety of seed shall be furnished and delivered in separate bags or conlainers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. Tlie spec.1fied seed shall equal or exceed the following percentages of Purity and germinatlon. Common lame Purity GeFminatfon Coil more Bermuda Crass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western VVheaigrass 95% 90% Buffalo Grass Variefies Torp Gun 95% 904I, Cody 95% 90% r -33 PART D - SPECIAL CONDITIONS Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (lbs.); Pure Live Seed (PLS) Mixture forlay yr Tis�ht Sells Mixture for Sandy Soil Dates (Eastern Sections (WesternSections) (AIC Suctions) Feb I Bermkidegrass 40 Buffalograss 80 llennudagrass 60 to Buffalograss 60 Serrm,dagfasa 20 Buf#aingrass 40 May 1 Total' 100 Total 100 Total_ 100 Tablo, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (lb.) Pure Live Seed (PITS) Dates (All Sectionsi Aug 15 Tall Fescue 50 to Western wheatgrass 50 May -t Annual Rye 5[} Total' 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-S c#ions shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in a000rdance with the regwu rements hereinafter described, a. Watering. Seeded areas shall bi� watered as directed by the Engineer so as to prevent washing of the dopes or dislodgment of the seed_ b_ Finishing. Where applicable, the shoulders, slopes. and ditches shall be smoothed after seed bed preparation Inas been completed and shaped to conform to the cross-sectlon previously provided and exisling at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mbdure in the quantity shall be uniformly distributed over the areas shown on the Drawings and whefe directed. If the sowing of seed is by hand, rather than by fnecharnical inethods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distribuled at the same time provided the specified uniform rate of application~ for both is obtained. "Finishing" as specified in Section D-45, Consiruction Methods, is not applicable since no seed bed preparation is required, DI ED SEEDING- Sail over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in (he seed ted shall be reduced to less than one (1) inch In diameter at they shall be removed. The area shall then tis finished to line and grade as specified under "Finishing" in Sertlon D-45, Construction Methods. The seed, or seed mixture. specified shall thea be planted at the Fate required and the application shall be made urilformly if the sowing of send is by land rather than by mechanical methods, seed shall be raked or harrowed into the sail to a depth of approximately orae--eight (1!8) inch, The pianled area shall be rolled with a corrugated roller of the " ultipacWr" type. All rolling of the supe areas shall be on the contour- CV;,.7,6ja SC-34 PART D -'SPECIAL CONDITIONS ASPHALT MULCH SEEDING- The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depths of three (3) inches and all particles in the seed beef shad be reduced to less than one (1) inch In diameter, or they shall be removed. The area shall then be finished to fine and grade as specified under "Finishing" in Section D- 45, Construction Methods. Water shall thea be applied to the cultivated area of the seed bed until a minimum depth cf six (6) inches is thoroughly moistened. After the watering, when the ground Inas become sufficiently dry to be loose and pIla ble, the seed, or seed rnixtUre speci fled, shaft #hen be pi anted at the rate required acrd the appthcatIon shall be made uniformly. If the sowing of seed is by hand. rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the carne time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed Into the soil to a depth of approximately one-quarter (11A4 inch. The planted surface area and giving a smooth surface without ruts or tracks. In between the time compacting Is completed and the asphalt is appiledr the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) Inches in depth. The applicatlon of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the itern 300, 'Asphalts, Oils and Emulsions"_ If the type of asphalt to be used is loot shown on the Drawings. or If Drawings are not Included. then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard_ It shall be apps€ed to the area in such a manner so that a complete filen is obtained and the finished surface shal) be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPEDIES: Areas Where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a, The re-seeding will be achieved fn the following manner. The cool season species shalt be mowed down to a height ofbna (1) inch to insure that slit-seeding equipmcnt will be able to cut through the turf arrd achieve adequate soil penetration. " Slit-seeding, is achieved through the use -of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cult packer Wheel_ 4. HYDFtOMULGH SEEDING: If hydro mulch seeding is provided, seed mlx shall have 95% purity of Bermuda grass and have a germination rate of.90%. Contractor shall ensure that the grass establishes, 5. CONSTRUCTION WITHIN BARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION- "Fertilizer" will consist of providing arra distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications, M271V SC-35 PART D - SPECIAL CONDITIONS MATERIALS: All fertilizer used shall be delivei-ed iri bags or containers clearly labeled showing the analysis. The fedilixE�r is subject to testing by the City of Fort Worth in accordance with the Texas fertilizer Law. A petle#ed or granulated Fertilizer small be +iced with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chernists. In the event it is necessary to substitute a fertilizer of a different analysis. it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and appii8d per acre sh@II equal or exceed that speciF1ed for each nutrient_ CONSTRUCTION METHODS-. When an item for fertilizer is Included In the Drawings and proposat, peIletod or gfanulated fertilizer shall be applied uniformly over tyre area specified to be fertilized and in the Hunner directed for the particular Re of work. Fertilizer shaII be dry and in goon physical condition. Fertilizer that is powdered to caked will be rejected_ Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise iridiusted on the Drawings, fertilizer shall be applied uniforrrily at the avwage rate of three hundrad (300) pounds per acre for all typos of "Sodding" and four hundred ( 00) pounds per acre for all types of "Seeding" MEASUREMENT- Topsoil secured from borrow sources will be measured by the square yard in glace on the project site. Measurement will be matte only on topsoils secured from borrow sources_ Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" w111 be measured by the linear foot, complete in place_ Acceptable material for "Fertilizer" shall be subsidiary to the twice of sodding or seeding_ PAYMEN ; Ail worlk performed as ordered and measured shall be subsidiary to the contract +finless and otherwise noted in the plans and bid documents to be paid for at the snit pfice bid for each item of work. Its price shall be full compensation fof excavating (except as noted below). loadirig. hauling, placing acid furnishing all labor, equipment, teals, supplies, and incidentaIs necessary to complete wof k. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding' bid items and will not he paid for directly. "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proayssrl and contract. The conlfad unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus Materials; and for Al materials, labor. equipment, tools and incideriWs necessary to complete the work, all in accordance with the Dra3wing5 and these Specifications. The work performed and materials furnished and rmessured as provided under "Measurement" shall to paid for at the unit price for "Seeding" or "Sodding", of the type specified, as the case may be, which price skull each be full compensation for furnishing alt raj -3 PART T D SPECIAL CONDITIONS materials and fur performing ali operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-46 CONFIDED SPACE ENTRY PROGRAM It shall he the responsibility of the conlracter to implement and maintaln a variable "CONFINED SPACE EN7RY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all limes during construction. All active se+,ver manholes, regardless of depths, aro defined by OSHA, as "permit rcquired confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidlary to the pay items involving work in confined spaces_ D- 47 SUBSTANTIAL COMPLETION INSPECTIONIFINAL INSPECTION 7_ Prior to the final inspection being coflductad for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially camplele_ 8. The inspector along with apprvPr1afe Clty staff and the City's consultant shall make an inspeclion of the substantially completed work and prepare and submit to the Contractor a list of items needing to be completed or corrented. 9. The conlractor shall take immediate steps to rectify the listed deficieflcies and notify the owner in writing when all the items have been completed or corrected. 10_ Payment for substantial completion Inspection as well as final inspection shall he subsidiary to the project prig. Contractor shall still be required to address all other deficiencies, which are discovered at the tirne of final inspectlon. 11_ Final inspectlon shall be in conformance with general condition item "C5-5-1 8 Final Inspection' of PARI' - GENERAL CONDITIONS. D-49 EXCAVATION NEAR TREE 1_ The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots al each work site. All such measures shall be considered as incidental work included ir1 the Contract Unit Price bid for applicable pipe or structure Installation except for short tunneling1tree augering 2_ Any and all trees located within the equipment operating area at each work site shalt, at the direction of the Engineer, be protected by erecting a "aflow fence" along the drip 11ne or edge of the tree root system between tree and the nonstruntion area. 3. Contractor shall inspect each work site in advaflce and arrange to have any tree limbs pruned that might be damaged by equipment operations_ The Engineer shall be notified al least 24 hours prior to any tree trimming work_ No trimming work will be permitted within private properly without written permission of the Owner. 4. Nothing shah be slorod over the tree root system within the cif ip line area of any tree_ lar27/04 -37 �— PART D ; SPECIAL CONDITIONS 5_ Before excavation (off the roadway) within the drip Itne arca of any lreo, the earth shall be sawcut for a rninimurn depth of 2 feet. 6_ At designated locations shown on the drawings, the "short tunnel" method using Class 51 0.1. pipe shall be utilized 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during oonstrucfion shall be removed and replaced with the same type and diameter free at the contractor's expense, 8_ Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilixaliQn of the hast agricullural practices and procedures, g_ Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-112 times the outside pipe diameter , Valyds remaining after pipe installation shall be pressure grouted. D- 48 CONCRETE ENCASEMENT OF SEWER PIPE Concrete encasement of sewers shall be paid fQr- at the Contract Unit PrIce per linear foot of concrete encasement a5 measured in place along the centerline of Ilse pipe for each pipe diameter indicated_ The Contfact Unit Price shall include aiI cosls associated with Instoflat lan and reinforcement of the concrete encasement, D- 50 CLAY DAM Clay dare constrixtion shall he performed in accordance with the Wastewater Clay Dara Construction, figure in the Drawings in these Specifications, at iocallons indicated on the Di-waings or as dimcted by the City. Clay darns shall be keyed Into undisturbed sail to make an impervious barrier to reduce groundwater percolation~ through the pipeline trench_ Construction material shall consist of compacted bentonite clay or 2;27 concrete. Payment for work such as forming, piacing and finishing Shall be subsidiary to the price bid for pipe irMallatiart_ D- 51 EXPLORATORY EXCAVATION (D.HOLE) The Contractor shad be responsible For verifying the locations of all existing utilitieD prior to construction, in accordance with Tern 0-6. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the lo4etion and elevation of the existing underground uffity where it may be in potential conflict will) a {proposed facility alignment. The exploratory excavation shall he conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer, Contractor shall submit a report of findings {lncludimng surveyed elevations of existing conflicting utilities) to the Daly prior to the start of construction of the entire projent, If the contractor determines' an existing utility is In conflict with the praposed facility, the contractor shall contact the engineer Immediately for appropriate design madifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D•-Hole). farrrio4 SC-38 PART D - SPECIAL 'CONDITIONS Payment shall not be made for verification of existing utilities per item D-6. Paymerii For exploratory excavation .(D-Hole). at locations identified on the pians or as directed by the Engineer. shall include full compensation for all materials, excavation, surface restoration, field surveys, and alf incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun, D- 52 INSTALLATION OF WATER FACILITIES 52.1 Polyvinyl Chloride (PVC) Water Pipe POLYVINYL Chloride Plastic Water pipe and fittings on this-Project shall be in accordance with the material standard contained in the General Contrac! Documents_ Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate 131D ITEM(S), $2.2 Blocking Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. AIJ valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the Item and all costs incurred will be considerer) to be included in the linear foot bid price of the pipe or the bid price of the valve. 52.3 Type of Casing Pipe 1, WATER The casing pipe for opera cut and bared or tunneled section shall be AW1 A C-200 Fabricated Electrically Welted Steel Water Pipe, and shall conform to the provisions of EI-15, El-'5 and El-13 in Material Speelfications of General Contract Documents and Specifications for Water Department Projects, The steel casing pipe shall be supplied as follows: For the inside and outside of casirig pipe, coal-tar protective coating In accordance with the requirements of Sec, 2.2 and related sections in AVVVVA C-203, ToERch-rip after held welds shall provide coating equal to those specified above_ C. Minimum thickness for easing pipe used shall be 0.375 inch Stainless Steel Casing Spacers (centering style) such as tranufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when Installed in casing_ Installation small be, as recommended by the Manufacturer. 2_ SEWED; Boring used on this project shall be in accordance with the material standard EI-15 and Ccnstruction standard E2-1 5 as per f=ig, 11a of the Genera Contract Documents_ 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included fn the unit price bad per foot, 5 .4 Tie-Ins The Contractor shall be responsible For making tie-ins to the existing water mains. ft ;hall be the responsUlity of the Contractor to verify the exact location and elevation of the existing lifle tie-ins_ And any differences In locations and elevation of existing line tie-ins between the contraici drawings and what may be encountered in the field shall be r 7?04 SC-39 PART T D - SPECIAL CONDITIONS considered as incidental to construction_ The cast of making fie-ins to existing water or sanitary sewer mains sha11 be included in the linear foot bid price of the pipe_ 52.5 Connection of Existing Mains The Conlractur shall determine the exact location, elevation, configuration and angulation of existing warier or sanitary sewer Gees prior to manufacturing of the connecting piece_ Any diffefences in Locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shutdown existing irrains in order to make proposed connections, such dawn time shall he coordinated with the Engineer, and all efforts shall be made to keep this down time to a minii-num. In case of shutting down an existing main. the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required strut down time_ The Contractors attention is directed to Paragraph O5-5.15 INTERRUPTION OF SERVICE, Page C5-5(;5), PART C - GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, lime, and schedule of the service Interruption. The cost of removing any existing concrete blocking shall be included in the cost of. connection. Unless bid separately all cost incurred shall be included in the linear roat price bid for the appropriate pipe size. 52.6 Valve Cut-ins It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the neve valve; the work must be expedited to the utmost and all such cut-ins must be r,00i-dinated vwith the engineer in s:harge of Inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding. fittings, blocking and ail other associated appurtenants reg0red, shall be Included in the price of the appropriate bid items. 52.7 Water Services The relocation, replacerneni, or reconnection of water services will be required as shown on the plans, and/or as descrtbed in these Special Contract Documef is in addition to those located in the field and identified by the Engineer_ Ail service's shall be constructed by the contracicar ulilizing approved factory manufactured lap saddles (when required) and corporation stops, type K capper water tubing, curb stops with rock wings, Mel er boxes, and if required ,approved manufactured service branches. All materials used shall be as specified in the Material Standards (E'l- 17 & E1-18) contai nod in the GeneraI Contract Documents All water services to be replaced shall be installed at a minimum depth of 36 inches below Final Made. Al existing 3!4-inch water service linea which are to be repla md shall be replaced with I- inch Type K copper, 1-inch diameter tap saddle vAien required, and 1-inch corporation from the main line to the mater box, IW1J7YCW -40 PART D - SPECIAL CONDITIONS All services which are to be replaced or relocated shall be installed with the servlce main tap and service line being In line with the service meter unitms otherwise directed by the Engineer. A rain+mum of 24 hours advance notice shall be giYen when service interruption will be required as specified in Section C5-5.151 NTE RRUPTION OF SERVICE, Ail water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project Inspector the contractor shall install the mater. The meter box shall be reset as. necessary to be flush with. existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a Ilcensed plumber. 1. WATER SERVICE REPLACEMENTS. Water service replacement or relocation is required when the existing service is lead or Is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K capper from the matin to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materlals such as backfill, fittings, type K copper tubing, curie stop with lock winds, service lime adjustment. and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall b� included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service Inst-allation. Payment for all Work and Fna1!erials such as tap saddle (if required).-corporation stops, and fittings.shall be included In the price bid for Service Taps to Maim 1. WATER SERVICE RE OHNE TIORU. Water seNii m reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reca nstructaon. The contractor shall adjust the existing water service line as required far feconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for ariy copper service line used in excess of five (5) feet from blain to five (5) feet behind the Meter. 2. WATER SERVICE METER AND METER BOX RELOCATIONS, When the replacekxrent and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (1 ) inches, as measured from the center-line of the existing meter to location to the center line of the proposed ureter location, separate payment will be allowed for the relocation of service meter and meter box. Centerline is defined by a linty extended from the service tap through the meter. Only relocations made perpendicular to this centertine will be paid for separately- Relocations made along the centerline will be paid of in feet of copper service line. When ratoca#ion of service meter and meter box is required, payment for sal work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and For the licensed plumber shall be included in the price bid for the service meter relocation. All other casts will be included in other appropriate bid iterh(s), fir r SC-4 I PART 1) 4 SPECIAL CONDITIONS This item will also be uscd to pay for all service meter and meter box relocations as required by the Engineer when the service line is not be[ng replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment al any time, Locations with multiple service branches will be paid for as one service meter and meter box relocation. 4- NEW SERVICE: When new services are required the contraelor skull install lap saddle (when required). corporation stop, type K capper service line, curb stop with loch wings, and meter box. Reinforced plastic meter boxes with cast iron lid shall be provided for all 2 inch water meters or smaller. The reinforced plastic water meter boxes shall comply with section EI-ISA— Reinforced Plastic Water Meler Boxes. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five {b} Peet behind the meter Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and selling new meter box shall be included in the price bid for furnish and set meter box. I, MULTTLE SERVICE BRANCHES. When multiple service branches are required the contractor shall furnish approved factory manufactured branGhes- Payme nt for multiple setvice branches will include furnishing and installing the multiple service branch only and alt other cost will be included in other appropriate bid ilerrm(s) 2. MULTIPLE STREET SERVICE= LIMES TO SINGLE SERVICE METER- Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that Is applicable for the size of the existing service meter and approved by the Engineer. Payment shaII be made at the unit bid price in the appropriate bid item(s). 62.8 2-Inch Temporary Service Line A. The -inch temporary service main and 314-inch service lines shall be installed to provide temporary water service to nil buildings that will necessarily be required to have severed water service during said work- The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order That the work be performed In an expeditious manner. Severed water service moll be reconne.�:xed within 2 hours of discontinuance of service- A 2-inch lapping saddle and -Inch corporation stop or 2-inch gate valve wlth an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply, The -inch temporary service main and 314-inch service lines shall be installed iia accordance to the attached Figures 1. 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinaled lime (HTI--I) prior to installation The Out-Of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanenk service, the Contractor shall re-install the meters at the correct 101'27104 -42 PARS" D - SPECIAL CONDITIONS location_ The meter box %half be reset as necessary to be flush with the exisling ground or as otherwise directed by the Engineer. The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 314-inch service Gres and the -inch meter shall be moved to the next successive project location. Payment for worts such as fittings, 314-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item_ B. In order to accurately measure the amount of water used duffing construction, the Contractor will install a fire hydrant meter for all temporary service lines. Nater used during construction for flushing new mains that cannot be metered from a hydrant will be estimated as accurately as possible_ At the pre-construction conference the contractor will advise the inspector of the number of meters that V+ill be needed along w ilh the locations where they will be used. The Inspector will deliver the hydrant meters to the locations_ After installation, the contractor wlll take full responsibility for the meters unfit such time as the contractor returns those meters to the inspector. Any damage to the meters will be (he sole responsibility ol` the contractor. The Dater Department Meter Shap will evaluate the condition of the meters upon return and if repairs are needed the contractor will receive an invoice for those repairs. The issued meter is for this specific project and location onty. Any water that the corilrector may heed for personal use will require a separate hydrant meter obtained by the Contractor, at its cost, from the Water Department_ 52.9 Purging and Sterilization of Water Lines Before beim placed into service all newly constructed water lines shali be purged and sterilized in-accordarlce with E -2-4 of thae Genera Contract Documents and Specifications except as modified herein. The City will provide all water for INITIAL cleaning and sterilization of water Ilnes. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (h TH) shall be furnished by the Contractor. Chlorinated Iii-ne (HTN) shall be used in sufficient quantttaes to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine, Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not he available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, havig met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and all casts incurred wlII be considered to be included in the linear foot bid price of the pipe, 52.10 Work Dear Pressure Plane Boundaries Contractor shall take note than the water line to to replaced under thris cent ract mai+ cross or may be in close proximity to an existing pressure inane. boundary. Care shall be taken IW7104 SC-43 ?irl 1 { I .rf. 1 Pf � IIII I' RK. PART D - PrEDIAL CONDITIONS to erasure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 52.11 Yater S ampia Station GENERAL'. All water sampling station installations will be per attached Figure 34 or as required In large water meter vaults as per Figure 33 unless olherwise directed by the Engirieer. The appropriate water sampling station will be famished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS. Payment for all work and materials necessary for the Installation of the 3J4-inch type K copper service line will be sha1I be included in the price bid for copper Service Line from Main to Meter. Payment For all work and materials necessary for the Jnslallation tap saddle (if required), corperatian stops, and titfings shall be included in the price Nd for Service Taps to Main. Payment for all work and mater+als necessary for the Installation of the sampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service lime which are required to provide a complete and funct PART D - SPECIAL CONDITIONS D- 53 SPRINKLINGS FOR DUST CONTROL All applicable provisions of Standard Specifications Item 200, "Sprinkling for DUSt Controf shall apply. However. no direct payment will be made for this item and it shall be considered to this contract. D- 64 DEWATERING The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations, The DISCHARGE from any dewatering operation shali be conducted as approved by the Engineer. Ground water shall not be discharged into sanRary sewers. Dewatering shall be considered as Incidental to a construction and all costs incurred wItl be considered to be included in the project price. D- 55 TRENCH EXCAVATION ON DEEP TRENCHES Contractor to prevent any water flowing into open trench during cdnstruction. Contractor shall not leave excavated trench open overnight. Contractor small fill any trench the same flay of excavation. No extra payment shall be allowed for this special condition. D- 56 TREE PRUNING A REFERENCES: National Arborist Association's "Pruning Slandards for Shade Trees" 8. ROOT PRUNING EQUIPMENT 1_ Vibratory I4nlfe . Vermeer -155ORC Root Pruner G, NATURAL RESOURCES PROTECTION! FENCE 3. Steel "T" = tsar stakes, 6 feet long. 4. Smooth Horse--Wre: 14-V2 gauge (medium gauge) or 12 gauge (heavy gauge). 5_ Surveyor's Plastid Fta ging: "Tundra" wbight, International fluorescent orange or red color, G_ Combination Fence: Commercially manufactured combin2rtlon soil separator fabric on wire mesh Backing as shown on the Drawings. D. ROOT PRUNING 7. Survey acrd stake location of root pruning trenches as shown on drawings 8. Using the approved spec Pied equipment. make a cut a minimum of 36 ouches deep in order to minirniae dar-nage to the undisturbed root zone. PART T D - SPECIAL CONDITIONS- 9. NDITI 19. Backfill and compact the trench immediately after trenching. 10. Piave a 3-foo I. wide by 4-inch steep cover of mulch over the trench as required by the Eogineer. 11. With In 24 hours, prune flush with ground aind backfill any exposed roofs due to- construction activity. Cover with wood chips of mulch In order to equalize soil temperature and minimize water loss due to evaporatl on. 12- Limit any grading work Within conservation areas to 3-inch MaX'MUM ct.tt Or tilir with no roots over 1-inch diameter being cut unless out by hand or cut by specified methods, equlprnent and protection. E. MULCHING.- Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. F. Tree-Pruning shall be considered subsidiary to the project contract prig. D- 57 TREE REMOVAL Trees to be removed shall be removed using applimble methods, including stump and foot bail removal, loading, hauling and dumping. Extra cacti'on shall be taken to not disrupt existing utilities both overhead and buried, The Contractor shall immediately repair or replace any damage to utilities and private property including, but nok limited to, water and sewer services, pavement. fences, walls, sprinkler system piping, etc., at no cost to the Owner. All cu9ts far tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-58 TEST HOLE The matter of subsurface explorafian to ascertain the nature of the soils. including the amount of rock. if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders. and any bidder on this pmjact shall submit his bid uncle{ this condition. Whether prospective bidders perform this subsurface e*ptoration jointly or independently, and whether they make such determination by the use of test holes or other means, shall be left to the discretion of such prospective bidders. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, It is expressly declared that neither the City nor the Engineer guarantees the.accuracy far the information or that the material encountered in excavations is the same, either in character, location, or elevation, as shown on the boring logs, It shall be the res ponsiblility of the bidder to make such subsurface investigations, as he deems necessary to determine the mature of the material to b.e excavated, The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of the site_ The cost of all rank removal and other associated appurtenances. if required, shall he Included in the Iinear foot bid price of the pipe, f } -4 PART D - SPECIAL CONDITIONS -D- 69 PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION AND NOTIFICATION OF TEMPORARY WATER SERVICE INTERRUPTION DURING CONSTRUCTION brier to beginning construction on any block in the project, the contractor shall, on a btock by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be {posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following inf6rmatlon; Name of Project, DDE Ala„ Scope of Project (i.e_ type of constructlan activity), actual construction duration within the block, the name of the contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number. A sample of the 'pre-construction notification' flyer is attached_ The contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector_ In add itlori, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. In the event it becomes rtecessary to temporarily shut dawn water service to residents or businesses during construction, the contractor shall prepare and deliver a notice or flyer of the pending interruption to the f-ant door of each affected resident. The notice shall be prepared as falld s; The notification or flyer shall be posted twenty-forir ( 4) prior to the temporary interruption. The flyer shall be prepared on the contractor's letterhead and shall include the following information. Name of the project, DOE number, the date of the interruption of service, the period the Interruption w.111 take place, the name of the contractor's foreman and his phone number and the name of the City's inspector and his phone number. A ssmple of the temporary water service interruption notification is attached, A copy of the temporary interruption notification shalI be delivered to the inspector for his review prior to being distributed. The contractor shall not be permitted to proceed with Interruption of water service until the flyer has been delivered to all affected residents and businesses_ Electronic versions of the sample flyers can he obtained from the Construction office at (817).871-8306- All 817).871-8 06_X ll work Ovolved with the notification flyers shall be considered subsidiary to the contract price and no addJtional compensation shall be made. D-60 TRAFFIC BUTTONS The removal and replacement of traffic buttons Is the responsibility of the contractor and small be considered a subsidiary item. In the event that the contractor prefers for the Signals, Signs and Markings [division (SSMD) of the Transportation/Public Warks Department to install tha markings, the contractor shah rQn#act S SMD at (8 17) 871-8770 rxr -47 — — - - PART D - SPECIAL CONDITIONS and shall reimburse SSMD for al costs Incufred, both Iabor and material, No additional compensation shall be mage to the contractor for this reimbursement. D- 61 SANITARY SEWER SERVICE CLEANOUTS Whenever a sanitary sewer service line is installed or replaced, the Contractor shall install a two-way service cleanout as shown in the attached detail Cleanouts are to be installed out of Nigh traffic areas such as driveways, streets, sidewalks, etc_ whenever possible_ When it is not possible, the cleanout stack and cap shall be cast iron_ Payrrinnt for all work and materials necessary for the installation of the two-Way service cleanout which are required to provide a complete and functional sanitary sewer cleanout shah be included in Ilse price bid for Sanitary Sewer Service Cleanouts_ D-62 TEM PORARY PAVE1f ENT REPAIR The Contractor skull provide a temporary pavement repair immediately after trench backfill and compaction using a rnmirrlurn of -inches of hat mix agphaalt Muer a minimum of 6-inches of compacted flex base_ The existing asphalt shall be saw cut to provide a uniform edge a nd the entire width and length cf the temporary repair shall be rolled w1th a steel asphalt roller to provide smooth ri€ieabil4y Dn the street las well as provide a smooth transition between the existing pavement and the temporary repair, Cost of saw cutting Shall be subsidiary to the temporary pavement repair pay item. The contractor shall be responsible for maintaining the temporary pavement until the paving contractor has mobilized. The paving contractor shatl assume maintenance responsibility upon such mobilization_ Edo additional compensation shall be made for maintaining the temporary pavement_ D- 63 CONSTRUCTION STANCES The City, through its Surveyor or agent, will pfovide to the Contractor construction stakes or other customary rnethod of markings as may be found consistent with professkonal practice, establishing line and grades for roadway and utility construction, and centerlines and bi rnchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be eel for all utility construction (water, sanitary sewer, drainage etc,), and one set of excavationlar stabilization stakes, and one set of stakes for curb and gutter/or paving. It shall be the sole responsibility of the Con Ira ctor to preserve, maint2ain, Iran sfer, etc., all stakes furnished until comp€eIion of the construction phase of the projec:l for which they were turnished, If the City or Its agent determines that a sufficient number of stakes or markings provided by the ityr have been lost, destroyed, or disti-rrhed, to preVf ant the proper prosecution and ctantral of the work contra ded for in the Contract Documents, It skull be the Conlractor's responsibility, at the Contractor's sole expense, to have such stakes replaced by an individual registered by the Texas Board of Professional Lancs Surveyor as a Reg Ladd urveyor, No claims for delay due to tack of replacement of construction slakes will be accepted, a nd time W 1 corit1nue to be charged in accordance with the Contract Documents- 1 OV2?11D ocuments_rDl}7Jf 4 -48 DART D - SPECIAL CONDITI0I D- 64 EASEMENTS AND PE=RMITS The performance of This contract requires certain temporary construction, right-Of-entry agreements, andlor permits to perforrri work on private properly, The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer fines Qr manholes, For locations where the City was unable to obtain the easement or right-of-entry. it shall he the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the corp#root, The agreements, which the City has oblained, are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort VVorth, Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to pedorrn such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paracgraph 6-6,10 of the General Contract Documents_ The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed an these agreements, by the property owners_ The easements and/or private property shall be cleaned rip after use and restored to its original condition or betker. In event addithonal work reQm is requimcl by the Contractor, it shalt be the Contractor's responsibility to obtain written permission from the property owners rnuoiued for the use of additional property required. No additional payment will be allowed for this item_ The City has obtained tha necessary documeritaation for railroad and/or highway permits requil red for construction of this project. The C ontraclor shall be responsible For complying with all provisions of such permits, Including obtaining the requisite insurance, and shall pay any and all cysts associated wlth or required by the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate railmadlagency for all flagmen during construction in railroadlagency right-cf- way, For railroad permits, any and all 'costs associated with compliance with the permit{s} including payment for flagmen shall be subsidiary to.the bid item price for boring under the railroad No additional pi�yment will be allowed for this item, D-66 PRE-GONSTRUCTION NEl G H8ORHOOD MEE=TING After the pre-construction coriference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer_ The contractor, inspector, and protect manager shall meet vviih all affected residerits and present the projected schedule, inc;ludinq construction start data, and answer any construction related questions Every effort V+ill be made to schedule the neighborhood meeting within the Iwo weeks following the pre-construction conference but in nO caSe Will canStri.tction be allowed to begin until this meeting is Bold. D- 66 WAGE IRATE The labor classifications and minimum wage rates set forth herein have been predetermined by the Oily Council of the Uty of For€ Worth. Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all wwk perforated by the Contractor or any Subcontractor on the site of the projecl covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) PART D - SPECIAL CONDITIONS D- 67 REMOVAL AND DiSPOSAL OF ASBESTOS CEMENT PIPE A- it is the intent of the City of Fort Worth to comply with the requirements of the Asbestos National Emissions Standards for Hazardous Air Pollutants (NESHAP) found at 40 CFR Pari 61, Subpart M. This specification will establish procedures to be used by all Excavators in the removal and disposal of asbestos cement pipe {ACP) In compliance with NESHAP. Nolhing in this specification shall be construed to void any provision of a contract or other law, ordinance, regulation or policy whose requirements are more stringent- I3. ACP Is defined under NESHAP as a Category ll, Pon-friable material in Its intact stai.e but which may become friable upon removal, demolition and/or disposal. Consequently. if the removal) disposal process renders the ACi3 friabte, it is regulated under the disposal requirements of 40 CFR 61.150. A NESHAP notificatlon must be filed with the Texas Department of Health. The notification must be filed at least ten days prior to removal of the material. If It remains in its nor - friable stake, as defined by the NESHAP, it can be disposed as a conventional construction waste, The EnvironmenW Protection Agency (EPA) defines friable as material, when dry, which may be crumbled, pulverized or reduced to powder by hand pressures. C. The Generator of the hazardnus material is respohsible. for the Id'entification and proper handling, transportation, and disposal of the rnatedal. Therefore, it is the policy of the City of Fort Worth chat the Excavator is the Generator regardless of whether the pipe is friable or not. D. It is the intent of the City of Fort Worth that all ACP shall be removed in such careful and prudent manner that i1 remains intact and does not become friable- The Excavator is responsibl8 to employ those meanj, methods, techniques and sequences to ensure this result. E. Compliance with all aspects of worker safety and health regulations including but not limited to the OSHA Asbestos Standard is the responsibility of the Excavator- The City of Fort Worth assumes no responsibility for compliance orograms, which are the responsibility of the Excavator. (Copy of forms attached) F, The removal and disposal of ACP shall be subsidiary to the cost of installing the new pipe unless otherwise stated or indicated on the project plans or contract documents, D-68 STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS GREATER THAN 1 ACRE) PERMIT: As defined by Texas Commission on Environmental Quality ('r EQ) regula§ons, a Texas Pnllutant Discharge Elimination System (TPDE ) General Construction Permit is required for all construction act v[ ies that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Lame Construction Activity)- The contractor is defined as an Oopetator by state regulations and is required to obtain a permi#. Inforrnatfon concemiqg the permit can be obtained through the Internet at http'1Iwww,tnrcc.state.N.us1permittinglwater perm/wwpermfconstruct-Min l. Soil r�r rr SC-50 PFT D - SPECIAL CONDITIONS slabilizartiun and structural practices have been selected and designed In aceardance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activilles (SMP Manuat). This manual can be obtained through the Internet of www,dfwstorrnwater.comlrunoff.htmI. Nat all of the structural controls discussed in the BIVIP Manual will necessarily apply to this project. Best Management Practices are'construction management tech nigues lhst, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of conlrof shall result in minimum sediment retention of not fess than 70%. NQTICE OF INTENT (NOi}. If the project Will result in a total land disturbance equal to or greater than 5 acres, the contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the contractor understands the requirements of the permit for storm water dlsct•rarges from construc#lon activities and that measures will be taken to Implement and maintain storm water pollution prevention at tha site, The tNOi stall be submitted to the TCEQ at lust 48 hours prior to the contractor moving on site and shall include the required $100 applicartion fee. The NOI shafl be mailed to- Texas Commissbn on Environmental Quality Storm Water & General Permits Team; MG-228 P.O. Box 13087 Austin. T( 78711-3087 A copy of the NOI shall be sent to: City of Earl Worth Department of Environmentat Management 5000 MILK f=reeway Fart Worilh. TX 78119 NOTICE OF TERMINATION (NOT): For all sites that qualify as Large Construction Activity. the contractor shall sign, prior to final payment, a TCEQ !Notice of Termination (NOT) form prepared by the engineer. It serves as a notic* that the site is no longer subject to the requirement of the permit, The NOT should be mailed to; Texas Commission on Environmental {duality Storm Water & General Permits Team: MC-228 P.O- Box 13087 Austin, TQC 787/13087 -STORM WATER POLLUTION PREVENTION PIAN (51 PPP)-. A document consisting of an erosion control and toxic wash management plan and a narrative defining site parameters and iec-hniques to be employed to reduce the release of sediment and pollution frorn the cc nstructlon site- Five of the project SVVPPP's are available for viewing at the plar"rs desk of the Department of Engineering. The selected Contractor shall be provided with three copies of tyre SWPPP after-award of contract, along with unbounded copies of'afl forms to be submitted to the Texas Commission on Environmental Quality- LA R uality-LAT E Q QN TRUCTION ACT I_VIT ..— DISTURBED AREA EQUAL TO QR GREATER THAN 5 ACRES, A Notice of Intent (NOI) form shall be completed and submitted to the TCEQ including payment of tete TCEQ required fee- A SWPPP Thal meels all TCEQ Tru SC-51 PART D - SPECIAL CONDITIONS requirements prepared by the-Engineer sha11 be prepared and implemented at Ieaasl 48 hours before the commencement of construction activities_ The SWPPP shall be incorporated into in the contract documents. The contractor shall submit a schedule for imple rnentaUon of the SVVPPP. Deviations from the plan must be Vubmitted to the engineer for approval_ The SWPPP is not w+uarr2anted to meat all the condilions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Nfodif caations may be re quimd to fully coriform to the requirements of the Permit. The contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by than contractor must be prepared and submitted by the contractor to the enginear for review and approval, Notice of Termination (NOT) form shaiI be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee. or, .where another permitted operator assumes control over all areas of they site that have not been finally stabilized, SMALL CON TRUCTION ACTIVITY - Q STU R 13 ED AREA EQUAL TO QR OREATEf THAN ONE ACRE BUT LESS THAN FIVE ACRES. SLibmission`of a N01 form is not - requlred_ However, a T EQ Site notice farm must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above, A SVVPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of can5truction activities. The SWPPP must include descriptions of control measures necessary to prevent and cont of soil erosion, sedirnentatlon and water pollution and will be Included in the contract documents. The control measures shall be installed and maintained through out the construction to assure effective and continuous water pollution coritraf. The centrals may Include, but not be Ifrnited to, slit fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sedlment traps and basins, pipe slaps drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water poll Ion controls, The method of control shall result in a minimum sediment retention of 70% as defined by the N TOG `EMF' Manual.' Deviations frorn the proposed control measures must be submitted to the engineer for approve1. PAYMENT POR SWPPP IMPLEMENTATION: Payrnent s141 be made per Iump Burn as shown on the.proposal as full wrripensation for all items cont alned In the project SWPF1P. FOR DISTURBED AREAS LESS THAN i AGR E. Sl PCI L CONDITION D -40 SHALL BE APPLICABLE_ D-fig COORDINATION WITH THE CITY'S REPRESENTATIVE FOR OPERATIONS OF EXISTING WATER SYSTEMS It is the ontraactor's responsibility to coordinate any even# that will require ccnnacting to or the opesration of an existing City water line system with the City's.representative, The Contractor may obtain a hydrant water meter from the Water Department for use during the life of reamed project. In the event the Contractor requires that a water valve on an existing live system be turned off and on to accommodate the construction of the project, the Contractor must coordinate this activity through the appropriate City representative, The Contractor shall not operate water line valves of existing water system_ f=ailure to comply 011 render the Cuntractor in violation of Texas Peva) Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor wflf be prosecuted to the full extent of the law_ In addition, the C antracWr will assume a 11 i[abfffties and responsibilities as a result of these actions_ Ia2M4 SC-52 PART D Y SPECIAL CONDITIONS D-70 ADDITIONAL SUBMITTALS FOR CONTRACT AWARD The City reserves the right to require any pre-qualified contractor who is the apparent law bidder(s) for a project to submit such add Rion al information as the City, in sole discretion may require, including but not limited to manpower and equipment records, informatian about key personnel to be assigned to the project, and construction schedule, to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to deliver a quality product and successfully complete projects for the an3cunt bid within the stipulated time frame. Based upon the City's assessment of the submitted inforrs atiQn, a reeomrriendafion regarding the award of a contract will be rnade to the City Council, Failure to submit the additional information If requested may be grounds for rejecting the apparent low bidder as tion-responsive- Affected contractors will be ratified in writing of a recommendation to the City Council. D-71 EARLY WARNING SYSTEM FOR CONSTRUCTION Time is of the essence in the completion of this contract- In order to insure that the contractor is responsive when notified of unsatisfactory perfomianee andlor of (ailuro to maintain the contract schedule, the following process shall be applicable: 'rhe work progress on all constrnctlon projects will be closely monitored- On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contri t. If the amount of work performed by the contractor Is less than the {percentage of time allowed by 20% or more (exempte: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: 1- A letter will be malled to the contractor by certified mail. return receipt requested demanding that, within 90 days from the nate that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract bine- In the event the contractor receives such a letter, the contractor shall provide to the City an updated schedule showing how the project wil] be completed within the contract time, 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be mage aware of the situs bon. If necessary, the Diky Manager's Office and the appi`opriate city council marnla-�trs may also be informed, 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer- 4- Upon receipt of the contractor's response, the appropriate City departments and directors will be notified. The Engineering Department"s Public Informaticn Officer will. if necessary, thea forward updated notices to the interested individuals, 5. if the contractor fails to provide an acceptable schedule or fails to perform sat isfactorlly a second time prior to the co€npletion of the contract, the bonding company will be notified appropriately- PART D - SPECIAL CONDITIONS D-72 AIR POLLUTION WATCH DAY The Contractor shall be required to observe the following guldelines relating to working on City cons truclion sates on days designated as "AllR POLLUTION WATC H BAYS". Typically, the OZONE SEASON, within the Metroplex area, runs fruni May 1, through OCTOBER 91, with 6.00 a_m, - 10:00 a.M. beim critical BECAUS E EMISSIONS FR M THIS TIME PERIOD HAVE ENOUGH `"IME TO 13AKEr IN THE H01 ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION- . The Texas Gorrimizsion on Environmental QuaM9 (TCEQ), in coordination with the National Weather Service, will issue the Air Poll utlen VVatch by 3-00 p,rn_ Cin the aftem0OTI prior to the WATCH day, On designated Air Pollution Watch Days, the Contractor shall bear the responsibillty of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10-00 a.m. whenever consiruction phasing requires the use of motorized equipment for periods in excess of t hour, However, the Contractor may begin work priDr to 10-.00 a.rrt_ if use of motorized equipment is less than 1 lour, or if equipment is new and certified by EPA as "Low Emitting or equipment burns Ultra Low Sulfur Diesel (U LSD), diesel emulsions, or alternative fuels such as CNG. If the Contractor is unable to perform continuous work for a period of at least surer~ hours between the hours of 7-00 a_m, - 6:00 p.m.. on a designated Air Pollution Watch Day, that day will he considered as a weather day and added onto the allowable tiveather days of a 4given month- D-73 FEE FOR STREET USE PERMITS AND RE-INSPECTIONS A fee for street use permits is in effect_ In addition, a separate fee for re-inspections for parkway construction, such as driveways, sidewalks, etc_, will be required. The fees are as follows. 1. The street permit fee is $50.00 per permit with payment Niue at the time of permit application_ 2_ A re-inspeclion fee of $25.04 will he assessed when work for which an inspection called for is incomplete_ Payment is due prior to Ilse City performing re-im5pt--ction. Payrnerit by the GQRtractor for all strut use permits and re-inspeclOns shall be considered subsidiary to the contract cost and no additional compensation shall be made, � r -54 (To be printed on Contractor's Lt:rmrhtbd) Daw DOE No: 3176 PROJECT NAME:Rai n C1C4B Sanitary Sever Drainage Area 'Part 15 NIAPSCO LOCATION: 76L XMMS OF CONST.: West of 916 Avenue along FWWR between Rosedale and Oleander Estimated Diu ratinu of Construction on yeur Street : <XX> days THIS IS 'TO INFORM U THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTHUR COMPANY WILL RE14ABILITATE SEWER LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN A.PPRO I IATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETV OR ANY OTHER ISSUE, PLEASE CALIF. Mr. <CONTRA CTOR'S S UPERPMENDE,NTS AT TELEPHONE NO.> O Mir. <cny LNSPECTO R> AT <TELEPHOriT . NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL $71-7970 PLEASE KEEP THIS FL HAND F WHEN N YOGI CALL. PART D - SPECIAL CONDITIONS - - - FORT IT D019 "0. X][.XX Pmkcct Hamm: NOTICE F TEMPORARY WATER SERVICE INTERRUPTION DUE TO l.X"Lr Y IMPROVEMENTS IN YOUR NEIGHBORl 001), YOUR WATER SERVICZ WILL 8E INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU ILIA VE OUF.'.3TIONS ABOUT TFilS SHUT-OUT, PLKASR CALL MR. _ AT (CONTRACTORS S!UPERINTIENDEl'+T) (TELEPHONE NUM REM) OR MR. AT nUS MCONVENMWE WILL BE AS SHORT AS POSSIBLE. THANK 'SCOL], CO N"LAC"I'OR - 9 PART D - ADDITIONAL SPECIAL CONDMONS PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 AWARD OF CONTRACT FOR FROJE CTS WITM MULTIPLE UNITS.(OMITTKD)...................A DA-2 PIPELINE REHABILITATION ClJR-ER-TN-PLACE PIPE(OMIrM)................. DA-3 PTP E ENLARGEMENT SYSTEM(0 M ITTIED)__.................... ......... ............. ........4 DA--4 FOLD AND FORM PIPE (OMITTED).--,.................. ................. ...........---------- ......4 DA-5 SLIPLINING (ON111TEP)........ ...... ...................... ...... .........................................4 DA-6 PIVE INSTALLED BY OTHER THAN OPEN CUT(ON]TTED)......................................................4 DA-7 TYPE OF CASING PIPE(OMITTED).............................................. ......... ................4 DA-3 SERVICE LINE POINT REPAIR I CLEANOUT RRPAIR(Om FTTED)..........................--............4 DA-9 PROTECTIVE AlA-N H 0 LE COATING r-OR CORROSION PROTECTION................................-A DA-10 MANHOLE RERABIL.ITATION DA-11 SURFACE PREPARAnON FUR MANHOLE, REHABILITATION(OMrfTED).......... ...............6 DA-12 INTEJUOR MANHOLE COA!flN G - MICROSIlLICATE MORTAR SYSTEM(0NIITTKD)..,-..6 DA-13 INTERIOR MANHOLE COATTNG-QUADEX SYSTEM(OAU TTE,D)....-....................................€, DA-14 INTERIOR MANHOLE COATING-SPRAY WALL SYSTEM (OM I TTED)....................::...........6 DA-15 INTERIOR MANHOLE COATING-RAVEN LINING SYSTYM .....................„-.-...„-........,..........6 IDA-16 INTE-WOR MA”OLF COATING- PERMACAs'r SYSTEM W/EPDXY LE14ER(OHITTFJD).9 DA-17 UVTERIOR MANHOLE COATING-STROING-SEA"YSTEM .........-...9 DA-18 RIGID FIBERGLASS MANHOLE LMRS(OMITTED)...................................... ---------9 DA-19 PVC LINED CONCkETF.WALL RECONSTRUCTION(OM=D).........................................--9 DA-20 PRESS URE GROUTING (OMITTED)..,11 11 11 11....... ....... ................................. ------------ DA-21 VACUUM TESTING or REHABILITATE,D MANHOLES(OMTrIM,D). ............................... DA-22 FIBERGLASS MANHOLES... ........... DA-23 LOCATION AND EXPOSURE OF MAMIOLES A-N D WATER VALVES(ONIMM).............. 10 DA44 REPLACEM ENT OF CONCRETE CURB AND GUTrER......---...... .......................-- -Jo DA-25 REPLACE,MENT 0 F 6"t CON CRETE DRWEWAYS(OMTrrED).................................................10 DA46 REPLACEMENT ENT OF H.M.A.C.PAVEMENT ANT) BASE(OMIMP).........................................10 DA-27 GRADED CRUSHED STONF-S(ONUTMD).-- ......................... ........... ............... 11) DA-28 WEDGE MJULLING Z"TO 0” DEffIR SOWIDE(omn-TED)........................................... 10 DA-29 BUTT J00n-S-NMLRD(0 NrrMl)).... ....... I u VA-30 2"" H.M.A. , SURFACE COURSE(TYPJC, P" HEK)(OMITTED)..................................................10 DA-31 ktPLACEMENT OF 7" CONCRETE VALLEY GUTTEX(OMT11TD)................-...,.,.,.,...........1;0 DA-32 NEW 7" CONCRETE VALLEY GUTTIER (OMTMD)...... ................--........... ............... DA-33 NEW 4" STANDARD WH E ELCHAFR RAMI'(OMITTZD)........................ DA-34 8" PAVE ENT PULVERIZATION (OMITUER)....................... .......... .............. 10 DA-35 REIN FORCE D CONCRETE PAVEYIE,NT OR BASE("LITY CUT)(OMITTED)...................10 DA-36 RAINED PAVEMENT MARKPRS(0Mr1'TED).-.,...........--......---...... ..........-...-_. ----10 ISA 37 POTEN'HA LLY PETROLEUM CONTAMINATED M-ATERML HANDLING............................10 JDA,35 LOADING,TRANSPORTATION,AND DISKMAL OF CONTAMINATED SOIL(OMITITD).14 DA-39 ROCK WRAP-GROUT- MTER FABRIC(ONDTTFJD)............................................................. 14 DA-40: CONCRETE RI PRA P(ONU=D)---......................-.-.......... .................................---,14 DA-41 CONCREM CYLINDLR PIPE AND FITTINGS(OMITTOD).........................................................14 DA-42 CONCRETE PlINE FITTINGS AND SPRCL4."(OMTMD)..................................................... --,14 DA-43 UNCLASSWUMWREET EXCAVArnON(OWTTM)-.-,................................-.-........................14 DA-44 6" PERFORATED PIPIE SUBDR AU14.---. --•---•-1.................... ........ ............ .............. ........A5 DA45 RKPL4C C MENT OF 4"CONCRETE S FDEWALKS------,-- -....................... As DA-46 RECOMAIFNDED SEQVCi NCE OF CON STRUCTI ON (OMMED........................................--, 15 DA-47 PAVEN"T REPAIR IN PARKING AREA (OMTn'ED)---............................. ................ Is DA-48 EMSEMEENTS AND PERM M. (OMITTED)•--•..........-................. .......... ........ ........... 15 DA-49 HIGHWAY REQUIREN[ENIS(OMITTED)...... ..,.,.,.-....................,.... ..,;.,.................,..I5 DA-50 CONCRETE KNCASEMCNT(OMITTED)............ .......................----..........-...............-........ 15 DA-51 CON N ECTIO14 TO EXISM G STRUCTURES ....... ...................... DA-52 TITR RO MUfER WITH VAULT AND BYPASS JNSTALLATION(om n-TED).......... ...... 15 DA-53 OPEN FIRE LINE INSTALLAnos(omrnm)...----...................... ...........................15 DA-54 WATER SAMPLE STATION(OMITTED).................. ........................... ........15 r110AW ASC-1 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-55 CURB ON CONCRETE PAVEMEENT(OMIrrM)----------------------------------- ---------------------------------------)i DA-56 SHOP DRAWINGS...... ---....................----..,....---..•---......--.......................------ •---- --------]5 DA�57 COST BREAKDOWN (OMITTED)............................................-........ .......-.-.......... ...... .............. 16 DA-59 STANDARD STREET SPEC MCATIONS 1I.M.A.C.OVKRLAY(ONUTTED) DA-59 ff.M.A.C.MORE THAN 9 INC3M DEEP(GM rTWD)............. ......--..................16 DA-60 ASPHALT DRIVEWAY REPAIR(OKITTED) ..�........... ..................... ............—........ 16 DA-61 TOP SOIL(0MTnrZD).......................................................................................................... ............... 16 DA-62 W ATFIL METER AND hMF-R BOX RE LOCATIOh AND ADJUSTMENT(OMYrIT D)..--.,.-16 DA-63 BED QUANTfrMS............................... .......................................................................... ........................16 DA-64 WORX IN HIGHWAY RIGHT OF WAY ..........-11.......111.1.......I....... ........ ............1.16 DA-65 CRUSBED L94ESTONF.(FLEX-BASE)-(ONM-M). ............................ .......................-,........17 DA-66 OPT)ON TO UNM(OMMRD) . ............ ........... .........17 DA-67 NON-EXCLUSIVE CONTRACT(OMTrM).....-............... ........ ...... ...........--.......... ......17 DA-0 CONCHM VALLEV GUTTER .............................................................17 DA-69 TRAFF7C MUTONS(O 1T ......--..................... ......... ...... ........--........-........-...17 IDA-70 PAVFMEN'T STRYPIFNG (OMITMn).................. ................ 17 DA-71 WM-kC.TESTING PROCEDURES(OMTrrM)............................................................................. DA-72 SPECMICATION REFERENCES............. ................ ..................................... 17 DA-73 RELOCATION OF SPRI14K=SYSTEM BACK-FLOW PREVKNTERICONTROL VALVE ANDBOX ....... ....... ............... .»., , ..,. . , , .., ..._.........»..I........17 DA-74 RESILIENT-SEATED GATE VALVES(OMTrM)............................... ................ ..............1-........17 DA-75 ENUERG FINCY SITUATION,JOB MOVEIN (OMITTED).. DA-76 I YP&2" COPPER SERVICES......................................................... .........-........... ...... ...................17 DA-77 SCOPE OF WORK(OTIC CUT)(OMITTED),....... ............................i..............i........---17 DA-78 CONTRACTOR'S RESPONSIBELTY(UTYL CUT)toNurrrm).............:...................4................... Is DA-79 CONTRACT TIME(UTIZ-CUT) I8 DA-90 REQUIRED CREW PERSONNEL& EQUIPMENT'(UTIL.CM. (9141TFMD)..,..............I.......is DA-91 TLUX ALLOW ED FOR UTILITY CUTS(tJ TLL.CLrl)(OMITTED)............... --..-,- ,---,---- 18 DA-8Z LIQUIDATED DAMAGES(UTIL CM (OMrrMD)................................................................ 18 IDA-83 PAVING REPAIR KDGES(U'ITL CUT) (01NMIlD)-...--...... ........ 18 IDA-84 TRENCH BACKVILL(UTIL. CM(ON[nMO) ........... ......... 18 JDAA5 CLEAN-UP(UTIL. C-U 7)(OMITTED)- .......... ...... I8 IDA-86 PROPENTY ACCESS(CTJrL.CM(Cllk'I rMl D)...............................................................................is DA-87 SUBMISSION OF BEDS(UT111--CUT)(OldrrrED)......... DA-89 STANDARD BASE REPAJR FOR UNIT I (UTHI CUT)(OMITTED)...................... --..............is DA-89 CONCRETE BASE REPAIR FOR UNIT 11 &UNIT III(UTIL. CUT)(OMITrFJ)) ---.Ig DA-" 2"TO 9"H.M.A.C. PAVENMNT(um,CUT) mmmmm.............11.1...........I I.............I....... ........ Is DA-91 ADJUST WATER VALVE BOXES,MANHOLES,AND VAULTS(UTU.CUT)(OMITTED)...-18 DA-91 MAINTENANCE BOND(UTEL CUn(OMITTED)..........I...I.-I.,......-...... Is DA-93 BRICK PAVEMENT(UTIL CUT)(OMI-nZO) ...-.--.............. .................................—. is DA-94 LIME STA BTLTZED SUIRGRADE(UTIL. CUT)(oNffmD)............... ...........................................is DA-95 CEMENT STABILIZE 8 DA-96 REPATR OF STORM DRAM STRUCTURES(UTIL CUr)(OM1' TED)............................. .......18 DA-97 "QUICK-SET" CONCRETE (UTI]-..CU+I)(*MITTEI1).....................................1--l-........ 18 DA-98 UTFI.rff ADIUSTM-ENT(UTIl.CU-n f014TrlTD).......... ............................................... ............. [a DA-99 STANDARD CONCRETE SLDFWAJLK AND WHEEL CHAM RAMPS(DTII.., MT)(OMITTED) 18 DA-100 LDMS OF CONCRETE PAVEMENT REPAIR([]TIL, CUT)(OMTI"FrED)...........................At DA-101 CONCRETE CURB ANI]CUTTER(UTIL CUT)(OMITTED) ..................................................I a DA-102 PAYMENT(UTIL.CUT)(OMrMD).......... .................................. ......... .....-............ 19 DA-103 DEHOLES(MISC.EXT.)(OAHrM).-------------------------------------------------------------------------------------------19 DA-104 CONSTRUCTION LTMITATIONS(MISC.-EXT.)(0M=lD)--..............................................19 DA-105 PRESSURE CLEANING AND TESTING (NISr-EXT.) ...................19 DA-106 RW Q(JANTrnrFS(MISC. EXT.)(OMITTED).................-......... ................................................19 I V&2/64 ASC-2 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-107 LIFE OF CONTRACT(MISC. EVE)(OIN1'I'I1vU) ........................................,...,... 19' DA,-108 FLOVWARL9 FILL(M(SC. EXT,) (O141ITTD).............................................................................19 DA•109 BRICK PAVE,MFNT REPAIR IMilS[:. R PL.)(OMITTED)................. .......... 19 DA-110 UNTI RAUNA,TION A1VD VgTIA'I'TON OF WORK(Y17SC. REPL.)(OAUT ED)....................19 DA-111 WORK ORDER COMPLETION TIM E (M 15C. REAL.)(OMITTED)........................................19 IDA-112 MOVE IN CHARGES(MSC.REPL.)(OMrMD).................................................................--19 DA-113 PROJECT SIGNS(MISC.REPL.)(011+1] FJ3).............................................................................19 DA-114 LIQUIDATED DAMAGES(I USC.RF.PL)(OMITTED)..............................................................19 DAA-11S TRENCH SAFETY SYSTEM DESMN(MISC. REM)(UMTTT ).........................................19 DA-116 MELD OFFICE(O TS' D)..........................................................................,.............,.........k,..,.....19 DA-117 TRAFFIC CONI-RRL PLAIN(ONI-ff D), -..-..-- . .... ....................... .. .... ...... .. . ............. 19 DA-lis COORDINATION OF WORD WITFI CONTRACTOR ICOR(YTIIER UNM(OMTFTED).... 19 PART D - ADDITIONAL SPECIAL CONDITIONS DA-'I AWARD OF CONTRACT FOR PROJECTS WITH MULTIPLE UNITS (OMITTED) DA-2 PIPELINE REHABILITATION CURED-SN-PLACE PIPE (OMITTED) DA-3 PIPE ENLARGEMENT SYSTEM (OMITTED) DA-4 FOLD AND FORM PIPE (OMITTED) DA-5 SLIPLININ (OMITTED) DA-6 PIPE INSTALLED BY OTHER THAN OPEN CUT (OMITTED) DA-7 TYPE OF CASINO PIPE (OMITTED) DA-8 SERVICE LINE POINT REPAIR J CLEANOUT REPAIR (OMITTED) DA-9 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION A, ENERAL; i. Scope: This section govemS all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall. top and bench surfaces, Proteclive coating for corrosion protection shall meet the requirements of this Specification (and items DA-14 and DA-15) and the Nlanufactorers reca m m en dations and specifications. Description. The Contractor shad be responsible for the furnishIng of all labor, supervision, matefials, equipment, and testing required for the completion of protective coating of structures In accorrtance with manufacturer's recommendations, 3. Manufacturer's Recommendations. Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4_ Corrasion Protection: Corrosion protection may be required on all structures where high turbulence or high H2S content is expected, B_ MATERIALS_ 1. Scope; This section governs the materials required for completion of protective coating of designated structures, . Protective Coating- The preteotive coating shall be a pmprietary two component, 100 percent sal€cis, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a tm-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. r,roz�?4 ASC-4 PARS' DA - ADDITIONAL SPECIAL CONDITIONS 3. Specialty Cement (if required for leveeing or filling}: The specialty cement-based coating material small be either Qua dex QM-Is as manufactured by Ouadex, Inc. or l eliner NISP as manufactured by tandafd Cen-gent Materials, 4, Material Identification; The protective coating material sprayed onto the surface of the structWe shalt be a urethane or epoxy resin system formulated for the application to a sanitary sewer environment The spray system shall exhibit the minimum physical properties as follows-- Property ollows_Fero a Standard Long Term Value Tensile Strength ASTM! D-638 5,000 psi Flexural Stress ATM D-790 10,000 psi Flexural Modulus ASTM D-790 550,000 pal 5_ Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and fn such a manner as to minimize Lazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals_ All equipment shall he subject to the approval of the Engineer_ Only personnel thoroughly familiar With the handling of the coating material shall perform the spray coating operations and coating instailatlons_ C. EXECUTION: General, Protective coating shall not be Installed until the structure is complete and in place. _ Preliminary Repairs-. a, All foreign materials shall be removed from the interior of the structure using high pressure water spray (3 500 psi to 4000 psi at spray (ip). b, All unsealed lifting holes, unsealed step holes, and voids Larger than approximately one--half (112) inch in thickness shall be filled uvith patching compound as recommended by the material supplier for this application, C. After all repairs have been completed, remove all loose material. 3_ Protective oattng. a, The protective coating shall be applied to the structure From the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure_ r rUa ASC-5 - - PART DA - ADDITIONAL IAL SPECIAL CONDMONS 1} The surface shall be thoroughly cleared of all foreign materials and matter. ) Place covers over the invert to prevent extraneous material from entering the sewers 3) If required for fillings of leveling, apply specialty cement product to provide a smooth surface for the coasting material. 4) Spray the urethane or epoxy onto the structure wall and benchitrough to a minimum uniform thickness of 125 rails (0,125 Inches). Thickness to be verifiable through the use of methods acceptable to the Engineer. After the walls are coated, the wooden bench coven shall be removed. 5) The final application shall have a minimum of throe (3) hours cure time of be set hard to the touch, before being subjected to active flow, 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-36 - VACUUM TESTING OF SANITARY SEWER MANHOLES. , D. MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Pric*n Bid per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit price shall be payment in full for performing the work and For furnishing all labor, supervision, materials. equipment and material testing required to complete the work. Pressure grouting. if necessary to stop active infiltratJon prior to application of the protective coating, shall be included in the above unit price_ Grouting of the pipes seals, bench and trough, and lower portion of a particular structure, of required by the Engineer. shall be paid for separately, as specified in Section DA-10, MAN FIDLE REHAS ILITATI0N. DA-10 MANHOLE; REHASILITATION (OMITTED) DA-1I SURFACE PREPARAITION FOR MANHOLE REHABILITATION (OMITTED) DA-12 INTERIOR MANHOLE COATING - MIOROEILICATE MORTAR SYSTEM (OMITTED) DA-13 INTER)kOR MANHOLE COATING - QUADEX SYSTEM (OMITTED) ISA-14 INTERIOR MANHOLE COATIN - SPRAY WALL SYSTEM (OMITTED) DA-15 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM 11102IDLY ASC-6 PART D - ADDITIONAL SPECIAL CONDITIONS A GENERAL 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section 1. Interior iranhole coating shall meet the requilrements of this Section, or of Sectlon DA-12, DA-13, DA-141 DA-16 or DA-17. . Descriplion The Contractor shall be responsible for the furnishing of all labor, supervision, materials. equipment, and testing required for the completion of lnterior coating of manholes in accordance with the Contract Documents, 3. Marnufactcrei's Recommendations Materials, mixture ratios, and procedures utillzed for the coating process shall be in accordance with manufacturer's recommendations_ 4_ Manholes Manholes to be coated are of brick, block, or concrete constFuction. All manholes shall have a minimurn of one-half (112) specialty cement-teased coating material (Quadex QM-1s or Reliner MSP) sprayed or trowelled on cleating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for completion of interior coatlrrg of manholes. , Interior Coating Raven Utra I-ligh-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems aTid designated as Raven 405. 3. Specially Gerneni The spa6alty cement-based coating material shall be either Qu,adex Glut-Is as manufactured by Qcadex, Inc_ or Reliner MSP as manufactwed by Standard Cement Materials. 4. material Identification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chernicals proposed and provide ease histodes of successful use or defend the choice of gmuling materials based on chemical and physical properties, ease of r taf�} ASC-7 PAIN DA - ADDITIONAL SPECIAL CONDITIONS applic.ation, and exper-ted performance_ These grouting materials shall be compatible with Raven 405 interior coating. The contractor shall be responsible For getting approval From Maven Lining systems anchor the grout manufacture-rs icor the use of these grouting matariEls, 5- Mixing and Flwidling Mixing and handling of interior coaling, which may tie toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. tt is the responsibility of the Contractor to provide appropriate protective measures to ensure That materials are under control at all tunes and are not available to unauthofted personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicatofs approved by the manufacturers. EXECUTION 1. General Manhole coating shall not be performed until sealing of manhole from fraine and grade adjustments, partial manhole replacement, manhole grouting or sewer reply ementimpairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40'F or gr-eatef, No application shall be made wheel fmazI ng is expected within 24 hours. 3. 1Meriof- Manhole Coating a Manholes scheduled for interior coating are shown an the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhole frame to the benchitrough, including the tnchltrough_ b, The lnteriw coaxing shall he installed in accordance with the manufacturer's recommendations and the following procedure, 1) The surface preparation shall comply with the requirements of Section DA-11, SURFACE PREPARATION FOR MANHOLE RE 'll-ORATI N. ) Apply a minimum of one-half (112) 'inch specialty meat-based product (Quadex QWs or Reliner MSP) smooth surface for the urethane coating material, 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray appiied per manufacturees recommendalions with a minimum thickness of 125 mils (0,125 inch). t�rocr� A -8 PAIN DA - ADDITIONAL SPECIAL CONDITIONS 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls, 5} The final application shall have a minimurn of three (3) hours cure time or be set hard to the touch, before bung subjected to active flow. ) No applicat.ions shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabllitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repairer#. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area_ All blisters and evidence of uneven cover shall be repaired according to the rnanufactuner's recornmendalions. Spot check of coating thickness may he made by Owner's Representative. and the contractor shall repair these areas as required, at no additmnai cost to the Owner. b. Testing of {ehabilitated manholes for watertightness shall he performed by the Contractor after operations are complete In accordance Wlth Section IDA- 21 —VAC UUM TESTING OF RE HA BILITATEO MANHOLE . D_ M EASUREME N T AND PAYMENT Payment shall be based on the Contract Unit Pdre per vertical foot, measured from the bottom of the frame to the top of the bench, The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, eqiApment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole actually grouted. DA-'16 1NTE RIOR MANHOL E COATING: PERMACA T SYSTEM W/ EPO Y LINER (OMITTED) DA-17 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM L-SYSTEM (OMITTED) CSA-'I 8 RIGID FIBERGLASS MANHOLE LINER (OMITTED) DA-19 PVC LJNED CONCRETE WALL RECON TRU C 71DN (0MITTED) DA-20 PRESSURE GROUTING {OMITTED) DA-21 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) DA-22 FIBERGLASS MANHOLE (OMITTED) PART DA - ADDITIONAL SPECIAL CONDITION DA-23 (LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES (OMITTED) DA-24 REPLACEMENT OF CONCRETE CURB AND GUTTER (OMITTED) DA-25 REPLACEMENT OF 6" CONCRETE DRIVEWAYS (OMITTED) DA-26 REPLACEMENT OF H.M.A,O. PAVEMENT AND BASE (OM17rED) DA-27 GRADED CRUSHED STONES (OMITTED) DA-28 WEDGE MILLING T' TO 0" DEPTH 5.0' WIDE (OMITTED) DA-29 BUTT JOINTS -- MILLED (OMITTED) DA-30 2" H.M.A,C. SURFACE COURSE (TYPE "D" MIX) (OMITTED) DA-31 REPLACEMENT OF 7" CONCRETE VALLEY GMER (OMITTED) DA-32 NEIN T" CONCRETE "LLEV GUTTER (OMITTED) DA-33 NEIN 4" STANDARD WHEELCHAIR RAMP (OMITTED) DA-34 8" PAVEMENT PULVERIZATION (ONFITTED) DA-35 REINFORCED CONCRETE PAVEMENT OR BASE JUTILITY CUT) (OMITTED) DA-36 RAISED PAVEMENT MARKERS 10MTTTED) DA-37 POTENTIALLY PETROLEUM CONTAMINATED MATERIAE. HANDLING A. GENERAL Whore known by the desigrn engineer, the locations of potentially petroleum contaminated malarial (soil) that may be encountered during excavation anclJor construction activities will be shown on the plans. For all locations where material is excavated and suspected of be;ng contarninated with petroleum products. whether Chown or not these special conditions are to be followed. The contractor fs also to follow all applicable Federal. State and Local regulations when handling known or suspect contaminated materials {soils}, 1_ WORK I NC LUDED a, Excavation, stockpiling and testing of Potentially Petroleum Contaminated Material, b. Removal, testing. and disposal of petroleum oontarninated groundwater, c_ Obtaining and paying for required permits, d. Hiring of qualified environmental professional consvitant(s). Contractor will be required to submit the environmental consultant's experience and qual cations to .11102104 ASC-10 PART DA - ADDITIONAL SPECIAL CONDITIONS the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. e, Hiring of qualified environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testing laboratory_ The Citi+ of Port Worth's Department of Environmental Manag;--merit for coordination of laboratory testing. . REFERENCES a, All applicable OSHA regulatory requIrernents_ b, All applicable E=nvironmental Protection Agency (PPA) regulatory requirements_ c. All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth (City) reg ulatoryr requirements. e. All applicable NIOSH standards_ f. All applicable TNRGC requirements. 3, SUBMITTALS ar. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist En Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prEor to commencing excavation. b_ The Contractor shall take necesEiary prenautions while performing this project. Contractor shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and (2) the plans (i,e., drawing and description) For discharging any treated liquid into the storm Sewer or sanitary sewer are revlevved by the Dlty (3) acrd acceptable stockpile area is identified by the Contractor. c. Contractor shall submit the narne of his proposed qualified environmental }professional consultant(s) and proposed PPGM Handling Plan to the City, The PPCM Handling Plan shall indude the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required For PPCM handling or contaminated materials disposal. The above data roust be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservation Commission (TNRCC). d. Contractor shall submit actual limits of PPM excavation, as prepared by his qualified environmental consultant(s) and testing lab_ e. Contractor shall submit for review the proposed carrier Alpe material to be used with the actual limits of PPf+.+1 excavalion, including pipe gasket and carrier pipe coating or(liner. B. PRODUCTS. 7 rzo a ASC-11 – — PART D - ADDITIONAL SPECIAL CONDITIONS 1. PIPE GASKET MATERIAL. Materials used within the actual limits of PF' M excavation, including pipe gaskets. shall be resistant to petroleurn hydrocaT-bon deterioration_ EXECUTION, 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. RreS$ suspected of having petroleurn contaminated material (soils) are shown In on the engineeHng drawings. b. In areas other than those noted on the plans and where potentially petroleum contaminated materials are either detected or suspected, the City of Fort Worth and the Engineer should be notified immediately and the work should proceed in accordarim with this section. 2_ SCREENING POTENTIALLY PETROLEUM CONTAMINATE€] AREAS a. Care should be taken during all excavatlon and dewatering activities to identify areas potentlally contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when Chore is visual evidence of potentially petroleum cantarnirrated soil, the Contractor shall notify the Engineer without delay. c. The Contractor shall have retained the services of an environmental consultant who shall be present at the site to screen suspect soil with a photo-ionization detector (PID) or a flame ionization deiector (Fill). A reading of 20 ppm above ambient condEtions or greater on PID or I=10 tested soil sample will be considered potentially Peiroleurn contaminated. The soul sample should be a recent sample from the excavatiort face. The sample should be stored in a laboratory supplied glass)ar with a teflon gasket lined lid_ The City of Foil Worth Department of Environmenta# Management will be notified prior to all sample colleclion and submittal to the current testing laborate ry identiill by the City The PIC} or FID tests should be perfarmed in a confined location. Soils producing a reading of less than 20 ppm above ambient will not be: considered potentially petroleum contaminated_ The PID or FID shall be calibrated according to manufactures Insiruciions. d. Water encountered during excavation or dewatering shall be considered to be potentially contarninated if there Is a visible sheen, a hydrocarbon odor, adjacent sail that appears Visually to be contaminated by hydrocarbons or at any time the Contractor has reason to believe that hydrocarbon rontaminatlon may have occurred. The Contractor shall immediately notify the City and the TNRCC whenever contaminated water is encountered. a. The ConlfaQtor shall contact the City whenever contamination from any source is suspected_ 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PF S) tr�su} ASO-1 PART DA - ADDITIONAL PECIAL CONDITIONS ar. Contractor shall coordinate with the City to delermine a suitable localiion for the stockpiling of contaminated soil'. The following procedure shall be foifowed in preparing the chosen site; i. Provide a diked enclosure large enough to hold all material and prevent runoff, . The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soli, 1 At the end of each work day, Contractor shall compfaWy cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4, Sampling and evaluation of materials will be performed at theContractor's expense_ (The City of Fart Worth will provide laboratory services) b. PPCS shall he handled, tested, observing all standard chain-of-custody procedures and sampling preservation and analyses shall conform to published and recognized standards_ c. The stockpiled PPCS shall be sampled and tested every 50 orbic yards for Total Petroleum Hydrocafbon s (TPH) (TX 1005) and Benzene, Toulene, Ethy IWnzene and }xylene {BTi-C} (EPA 8020). All test results will be forwarded to the City of Fort Worth Dapartmeflt of Environmental Management. d. Contaminated sail Iden0fied by test results will be disposed of according to DA-36, Loading, Transportation, and Disposal of Contaminated Soil, e. It is the intent of the City of Fort Worth thal uncontaminated soils be utilized as backfiII material. If the Softs aISO meet the Type C or B backfill classlfcations. 4, HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCW) a. Water pumped from the excavation or from dewatering activities that has an oily sheen, a hydrocarbon odor, or Is otherwise suspect, shall be considered potentially petroleum contaminated. b. PPCW shall be handled, tested, and discharged ars accordance wlth the TNR 's appropriate slag regulation- PP W shall be tested no later than 15 days prior to extraction. PP1iV shall, if necessary, be treated in an appropriately sized oilfwatef separator, air stripper or GAC canisters, Contractor shall have his telling faboralory determine that the oillwaler separator treated discharge is within the limits established by the TNR C's regulations before being allowed to discharge (discharge to sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City, r_ Allernatively, the Contractor may dispose of cantaminatbd water, after appropriate pretreatment. into the sanitary sewer collection system. It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Se[vices Division. IIID2104 � ASC-13 PJF PART D - ADDITIONAL SPECIAL CONDITIONS . d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system. e_ The product that is recovered shall be disposed of in accordance with all applicable regulat€ons. Any phase separate product recovered from the oilfwater separator and air stripper shall be transported in accordance with Deparlment of Transportation rules and riagulatlons for ftammaMe products. When transporting pfoduct for disposal, transpozlation shall also be pefformed by a licensed carrier. The Contraclor is responsible for proper manifesting of the material from the site to the waste disposal facility. Completed Manifests shall be rearmed to the City Department of EnvlronmenW Management within 00 days of shipment. 5_ HANDLING VAPOR CONCENTRATIONS a. In order to maintain safe working canditions, the vapor concentrations should not exceed 20 percent of the Lower Explosive Lir K {LEL}. During construction, measures should be taken to maintain LEL levels below 20 percent in all working areas, b_ To monitor vapor levels and oxygen levels a combustible gas indicator (COI) with a LEUO� meter should cQntirluausly operate in the working area. The CGI should be properly calibrated and should have an alarm that sounds if 20 percent LEL is reached. Monitari:ng data from the GC] should be recorded {periodically to determine if ventilallon or other methods are effective. In the event local health and safety agencies require more stringent monitoring, the local regulations must be lmplemented. D_ ME SUREMENT ANIS PAYMENT: Payrment for handAng PPCS, PPCW and Vapor Concentrations, obtaining and paling fof any permits fequired, hlri!ng the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and Incidental tp this section will be full compensation for all labor, equ€pment, materials, and supervision, Measurement and Payment for this sectlon will be per linear foot of trench excavated where the excavated material is handled as a contaminated material_ No separate payment will be made for handling of contaminated water, vapor Concentrations, sampling, stockpiling, etc, DA-38 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL DA-39 ROCK RIPRAP - GROUT - FILTER FABRIC (OMITTED) DA-40 CONCRETE RIPRAP (OMITTED) DA-41 CONCRETE CYLINDER PIPE AND FITTINGS (OMITTED) DA-42 CONCRETE PIPE FITTINGS AND SPECIALS (OMITTED) DA43 UNCLASSIFIED STREET EXCAVATION (OMITTED) PART DA - ADDITIONAL SPECIAL CONDITIONS DA-44 6" PERFORATED PIPE SUBDRAIN DA-45 REPLACEMENT OF 4" CONCRETE SIDEWALKS DA-46 RECOMMENDED SEQUENCE OF CONSTRUCTION (OMITTED DA-47 PAVEMENT REPAIR IN PARKING AREA (OMITTED) DA-48 EASEMENTS AND PERMITS (OMITTED) DA-49 HIGHWAY REQUIREMENTS (OMITTED) DA-50 CONCRETE ENCASEMENT (OMITTED) DA-6i CONNECTION TO EXISTING STRUCTURES All connections between proposed and existing facilities, shall consist of a waterfight seal_ Concrete used in the connection shall he Class A (3000 psi) concrete and meet the requirements of Section El-20 and E2-20 of the General Contract Documents_ Prior to concrete placement. a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, toojsr ec}u€pmerrt, and material necessary to complete the work shall be Included In the linear foot price of the appropriate pipe BID ITEM. DA-52 TURBO METER WITH VAULT AND BYPASS INSTALLATION (OMMED) DA-63 OPEN FIRE LINE INSTALLATIONS (OMITTED) DA-54 WAkTER SAMPLE STATION (0MITTED) DA-55 CURB ON CONCRETE PAVEMENT (OMITTED) DA-56 SHOP DRAWINGS 1. Submit severe (7) copies of shop drawings, layouts, rn an ufacturers data and materiel schedules as may be requ[red by the Engineer for his review. Submittals may be checked by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with the design concept of the project and general compliance with infotmatlon given in the General Contract Documents. Indmicaited actions by the Engineer, which may result from his review, shall not constitute concurrence with any devWion From the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or urnissions in the submitted data_ Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, aTid that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation melhods he intends to use. If deviations, discrepancies or conflicts between subirrittals and the design drawings and/or specifications are discovered, elther prior to OT- after submittals are processed, the design drawings and specifications shall gDv rn. The 4 x/021N ASC-15 PART DA - ADDITIONAL SPECIAL CONDITIONS Contractor shall be responsible for dimensions which are to be confirmed and correlated at the job site, fabrication processes and techniques of constriction, coordination of his work with that of other trades and satisfactory performance his work- The Conlractor shall chect and verify all measurements and review submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with plans and speci iratiQns and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three ( ) copies of the approved submittals shall be retained by the Contractor until completion of the project and presented to the City in bound form. _ Shop drawings shall t>e submitted for the following items prior to installation List the required submittals here Additional shop drawing requirements are described in some of the material Specifications- 3 Address fur Submittals - The submittals shall be addressed to the Project Manager, VICTOR V. TORNERO JR., E.I_T. City of Fort Worth 1000 Throck morton Fort Mirth. TX 7610 DA-57 DOST BREAKDOWN (OMITTED) DA-58 STANDARD STREET SPECIFICATIONS H.M.A.C. OVERLAY (OMITTED) DA-69 H.M.A.C, MORE THAN 9 INCHES DEEP (OMITTED) DA-60 ASPHALT DRIVEWAY REPAIR (OMITTED) DA-61 TOPSOIL (OMITTED) DA-62 WATER METER AND METER BOX RELOCATION AND ADJUSTMENT (OMITTED) DA-63 IIID QUANTITIES Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can be increased or decreased Contractor shall not be entitled to reoegoliation of unit prices regardless of the fihal measured quantities_ To the extent that 04-4.3 conflicts with this provision, this provision controls. No claim will be considered for lost or anticipated profits based upon differences in estimated quantifies vers actual quantities. DA-64 WORK IN HIGHWAY RIGHT OF WAY (OMITTED) ASC-16 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-65 CRUSHED LIMESTONE (FLEX-SASE) — (OMITTED) DA-66 OPTION TO RENEW (OMITTE=D) DA-67 NONEXCLUSIVE CONTRACT (OMITTED) DA-68 CONCRETE VALLEY GUTTER (OMITTED) DA�69 TRAFFIC HUTI`ON (OMMED) DA-70 PAVEMENT STRIPING (OMITTED) DA-71 H.M.A.C. TESTING PROCEDURES (011laMED) DA-72 SPECIFICATION REFERENCES When reference is made in these specifications to a particular ASTM, AWVVA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. DA-73 RELOCATION OF SPRINKLER SYSTEM BACK-FLOW PRiEVENTERICONT€ OL VALVE AND BOJ{ (OMITTED) IDA-74 RESILIENT-SEATED GATE VALVES (OMITTED) DA-75 EMERGENCY SITUATION, ,JOB MOVE-IN (OMITTED) DA-76 1 "l2" & 2" COPPER SERVICES The Following is an addendum to F1-17, Copper Water Service Lines and Capper Alloy Couplings. Ali fittings used for 1 -1/2" anti 2n water services Fnes shall be compression fittings of the type produced with an Internal "gripper ring" as manufactured by the Ford Meter Box Co., Enc,. Muellar Company, or approved equal. Approved equal products shall submit shop drawings and manufacturer's catalog information for approval. Contractor shall macre all cuts to the copper tubing with a copper tubing cutter tool specifically designed for this purpose in order to provide a clean, square cut_ The ui}e of hacksaws or any other type of cu her will not be allowed. Prior to installing time compression fittings, the copper tubing will be made round by the use of a "rounding lube" specifically made for that purpose, Pay ent for all work and materials associated with 1 112. " and 2" copper services small be included in the puce of the appropriate bid item_ DA-77 SCOPE OF WORK (UTIL. UT) (OMITTED) tl w d ASC-17 PAIN DA - ADDITIONAL SPECIAL CONDITION DAJH CONTRACTOR'$ RE PQNSIBILTY (UTIL. CUT) (OMITTED) DA-79 C0NTRADT TIME (UTIL. CUT) (0MITT E0) DA-80 REQUIRED CREVY PERSONNEL & EQUIPMENT (UTIL. CUT) (OMITTED) DA-81 TIME ALLOWED FOR UTILITY CUTS (UTIL. CUT) (OMITTED) DA-02 LIQUIDATED DAMAGES (UTIL. CUT) (OMITTED) DA-83 PAVING REPAIR EDGES (UTIL. CUT) (OMITTED) DA-84 TRENCH BACKFILL (UTIL, CUT) (OMITTED) DA-85 CLEAN-UP (UTIL. CUT) (OMITTED) DA-86 PROPERTY ACCESS (UTIL. CUT) (OMITTED) DA-87 SUBMISSION OF BIDS (UTIL. CUT) (OMITTED) DA-88 STANDARD BASE REPAIR FOR UNIT I (UTIL. CUT) (OMITTED) DA-89 CONCRETE BASE REPAIR FOR UNIT 11 & UNIT III (UTIL. CUT) (OMITTED) DA-90 " TO 9" H.M.A.C. PAVEMENT (UTIL. CUT) (OMITTED) DA-91 ADJUST WATER VALVE BOXES, MANHOLE , AND VAULT (UTIL. OUT) (0MITTED) DA-92 MAINTENANCE BOND (UTIL, CUT) (QMITTEDq DA-98 BRICK PAVEMENT (UTIL. CUT) (OMITTED) DA-94 LIME STABILIZED SUBO€ ADE (UTIL. CUT) (OMITTED) DA-95 CEMENT STABILIZED SUBCRADE f UTIL. CUT) (OMITTED) DA-96 REPAID OF STORM DRAINI STRUCTLIRES IUTIL. CUT) (OMITTED) DA-97 "QUICK-SET" CONCRETE (UTIL, CUll') 10MITTED) DA-98 UTILITY ADJUSTMENT (UTIL. CUT) (OMITTED) DA-99 STANDARD CONCRETE SIDEWALK AND WHEELCHAIR RAMPS (UTIL. CUT) (OMITTED) DA-109 LIMITS OF CONCRETE PAVEMENT REPAIR (UTIL. CUT) (OMITTED) DA-109 CONCRETE CURB AND GUTTER (UTIL. CUT) (OMITTED) farts ASC-18 - — PAIN DA - ADDITIONAL SPECIAL CONDITIONS DA-102 PAYMENT (UTiL. CUT) (OM17TED) OA-103 DEHOLES (MISC. EXT.) (OMITTED) DA-104 CONSTRUCTION LIMITATIONS (NASD. EXT.) (OMITTED) DA-105 PRESSURE SURE CLEANING AND TESTING (MISC. EXT.) (OMITTED) DA-106 DID QUANTITIES (MISC. EXT.) (OMITTED) ISA-107 LIFE OF CONTRACT (IVIIISD. EXT.) (OMITTED) DA-108 FLOWABL.E FILL JMISC. EXT.) (OMITTED) CSA-109 BRICK PAVEMENT REPAIR (MISC. REPL.) (OMITTED) ISA-110 DETERMINATION AND INITIATION OF WORK (MISC. REPL.) (OMITTED) DA-'111 WORK ORDER COMPLETION TIME (MISC. REPL.) (OMITTED) OA-112 MOVE IN CHARGES (MISC. REPL,) (OMITTED) DA-113 PROJECT SIGNS (MISC. REPL.) (OMITTED) DA-114 LIQUIDATED DAMAGES (MISC. REPT...) (OMITTED) DA-115 TRENCH SAFETY SYSTEM DESIGN (MISC. REPL.) (OMITTED} DA-116 FIELD OFFICE 101M1TTED) DA-117 TRAFFIC CONTROL PLAN (OMITTED) DA-118 COORDINATION OF WORK WITH CONTRACTOR FOR OTHER UNITS (OMITTED) nz ASG-19 c b�yy � � 1 r eu rsP ..moC � sd �1 w -a a u� = � � O rn Z m In In a -4 14 asfb w u c D Z im rn N 4 41 a v Mm m r o � D 2 � m z C 3 m i^ m k � � Ali �+ m v .� , c O m to W > z °' rn rn ti C M m Q) O Z �+ m � ¢�ns 1Y] �, q YEuS Y fIN ry ' rti° a° Liz � i 4e A. ' }� �rI �' ems^ rte- 0 C# ?- 0 0 OL fp yp {7 El #+� C7 ren R Q_ = 4 Q e- _ 91 V M 4 Sr to 6� 8 m • a � 0 4 [Vv s :EN p q W. @rg ia 3 4' j W Im A 9r n-}}� Q PP fl! iA 3 la n cr en In 1p 9 S 8 Lt. ni N .� 4^ � � m s O 1 m 94 o i9p a m +n 10 10 w < 7- +� c Aj CD Is CY G z � rn 7 n Wim_ a C. D o o `, s w w w w CM 44 D m o F in m rn 13 v C � rn z y 4l DO N O O 4 O A ..L W N H O i .F t71 h L� Lh �y �O 80 u" r ¢ z C O �y n a 17 Q o c O m a > r C. m � jDID ; � t3 �'i iro� n n � 0, LhLhc ftft - a sr' z� 0 fy rr r f- Us + C) C7 L-1 rn r ITI C { r r -t y T ll T -n ,{ it # T r. T k T � til -rF �y z ;*� C3 h C} 1 } a� i-'F #y # 73 { A 'a cn cy IR al 5 Lb Lm Ij x y m CkC7 99 .2 it d R m CD0 R T O G A 4' iG F' y !L 4 C] i� A W pa S El Lob � o -.7 S � �` u�� Q � rp m m 7 g �¢ r# E n n K fpm i 1 i 1 1 l y 10 - PA WF E - MATERIAL SPECIFICAIIONS (WATER DEPA TAIL,N i i a i } 1 SECTION E100 - MATERIAL SPECIFICATIONS MATERIAL STANDARD E100-4 JANUARY 1, 1978 (ADDED 5113/90) E100- This standard corers the furnishing and installation of watertight gasketed inanhale inserts in the Fort Worth sanitary sewer caTlection system. = The manht)je insert shall be of corrosion--proof high density PolYetheTene that meCts .or exceeds the requirements of ASTM D1248, Category 5, ' Type Ill. h. The minimum thickness of the manhole insert small be 1/8". C. The manhole insert shall have a gasket' that provides positive seal in wet or dry conditions.' The gasket shall be made of closed cell neoprene robber and meet the requirement of AST14 D1056, or equal . d. The manhole insert shall have a strap for removing the insert. The stra{r shall be made of minimum l" wide woven P07YproPolene or nylon webbing, with the ends treated to prevent unravelling. Stainless steel hardware shall be used to securely attach strap to the insert; e- The manhole insert shall have orro or more vent , h lves release gasses and allow water inflow - at at a rate no of �a greater than hon to gallons per 4 hours. 11� TALLYLN : r a. The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert on the rim, b. The manhole insert shall be fully seated around the marlhole frame ride 4 to retard water ' from seeping between the cover and the manhole rim. rarn E100 (1) GENERAL CONSTRUCTION NOTES 1. Applimhle design And details small conform to "Genal Cnntracl Documercis and Spee ficafions for Nater Department projects 11 (GCD) of-ective My 1, 1978, wit h Il,e lAtcsi n7ev iDnS. 2. All horizontal blocking, cradle blockhV, and verdcal tie:-down blocking to be in accordarwe with Fig,(s) 9, 10, and l Iofthe G D. 3. Fac hykauts shall be located a minimum of 3'-0" behind the lice oFcurb per Fig. OCL). 4. All gate valve installations for sizes V to 12.° are to be per Fig, 3 OCD and sues 16" and larger Fig. 4 OCD. .5. Tine proposed water and/or sewer mains at throes will be laid close to other existing utilities and structures bath above and below the ground. The contractor small make necessary provisions for the support and proteetiorn of all utility poles, fences, trees, Arab,% gats mauls, telephone cables,TU cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction. It is the contractor's responsibility to na#iiy all utility owners prior to any construction in the area and varify the actual location of all buried utilities that mayor nay not be shown an the plans. 'The contractor shall preserve and protect all tmdergrournd and overhead .facilities and be msponsihle for any damage he rMY cause to tlxen-. The Contractor shill contact the fnllowiDg @ lewit 48 hours prior to 1,-nccavating at each location: Fort Worth Nater T3epartment Field Operations 871-8296 Fort Worth Transportation &PubUc Works Light and Signal Division 871-8100 Lone Star Gas Company Metm (214)263-3444 Texas Ufflity Soryiee ComPallY. 336-2328 South ewcrn Bell Telephone Company 811tc:rprise 9800 'rcx .One Call-Fiber Optics Locatiocti (MCI, AT&T, Sprint, etc.) 'I-800-245-4545 l4+wous Cable T.V- 737-4731 , Ciantractor shall verify the eicvatiorti, con gmtion, and axngutation of existing line prior to construction of tie-in Mterials. Such verification stmH be considered as subsidiary cost of project and no additional compensation nil be allowed. Meval ion adju 'cants at connections may be nm&with beads, offsets, or joint deflections. All nonstandard bends shall be made using the closest sumd€nrd M.J. fittings with the required joint defler:tions.(deflections not to exceed rmanufactur es deflection per join() 7, Contractor shall keep at least one lane of traffic open $t all tines during condTuution and access to all places of sine.-;s and residence a[ all C6-6..5 0 CD) 9, No excavated materials, backfill materials, cqt iprncnt, or supplie,,;shall he stored within floodways or drainage eas=cnrs.(reference C6-6.6GCI)) 9. "Trenches which lay outside exlstbig or future pavements shall be bartffcd above the top of the,embedment with Type °Cr" back materia). When 'Type "Cs" backfill materia.] isnot suitable, at the ditection of the Engineer, Type "B" material shall be used. AD lnckfill material shall be conTacted to a minim of 90% proctor density by meamn of Tamping dryly. Trencbes which cross under existing o-r future pavernem shall be backfilled per Fig. "A" with 9.5%proctor density by jetting, tamping, or a combination of such rr thods. 10-Rim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades by these plans. They still be constructed to 15" below final firdshed gradr: by utility contractor and adjusted by paving contractor in accordance with Fig. Ivl of the spmdai contract documen#s. Concrete collars A all be in-stalled where indicated on the plans per Trig, 121 of the spceW cont act documents. Manhole inserts shalt be installed in all standard four foot and standard four foot drop aco:ess manholes per F,100-4 of the speeial waract.docurneds. Standard Four foot dia=ter tt aMoles Nuri be in accordance with section E A, pig, 1.03 and Fig, 104 GiM, standard four Riot drop a=ess manholes per laig. 107 GCD. and shallow manholes per Fig. 106 CY D. I ].The top of the water lines shall be a minimum of 3"-err below the top of the curb for 12" and smeller mains except where otherwise shown on these per. 12.All water mewrs shall be placed or relocated 3"-0" behind tEye face oftlic proposed curb or as directed by the Engineer. 13-AU exisdng water services shall be replaced with V rrdni rrtun copper tubing unwess a larger sive is indicated on the plans. Corporation stops shall be forty opened prior to trench backfill. Curb stops with lock wings shall be tested for firll flow wlzery the system is pressar, jested. Extend 1", water services to those lots where no water services have I=n oxleaded to. Locate, these morvices at nomW locations or as directed by the-Enrginecr. aXhe normal location of water service lines shall be Yeast ar north of the center of the property irotytage. b.Por 40' or less lot frontage, all water services shah be placed 18" from the mst or south property line, f 4.AIZ 's iitary sewes sr✓Mccs wcoontered shall be replaced to the property line as directed by the.En&eer. SECTION Ei-18A REINFORCED PLASTIC WATER METER FOXES E1.13A.I SCOPE: This speciflcaticn covets three typos of water meter bars Type arr�l [3; olid Type meter I.15A.1.J Class A' tgnriard Meter Jm Intended for use with services utilizing b18" ", 4 y and I" meters, El.I8A.I.2 Class B standard Deter Box- services utilizing 1-1/2" and 2" met6rs. EI-I8A.1.3 class D tartdard Meter Box: lntdnded far Use with services util ing two SIS" � " or " meters- h f:'l.'1 BA- CONSTRUCTION- Reinforced plast[c water meter boxes and iron corer lids under this specification will inciude three specific sues of a rectiangular shape. These thru.e sues will be referretf to us: x ox, 1 " hIg11 CLASS 13% 15,25" x 2 7" Box, 12' high CLASS 'C', 18" X 1 G' Bax, 12" high E .3. REINFORCEO PLASTIC M -TER BOX SPECIFICATiON The. meter box shall be constructed of Linear Medium Density Polyethylene (L. DPE) as defined in ASTM 17883-95A and have a rnir•rimurn wall thickness of i •500". The a ter6for shfai! be black to pro�ride UV arotectlori, Bp os shall be able to. withstand a mJ11xmum 15,000 pounds vertical load and shall withstand a minirnum 400 pounds sideWall load. The mater box exterior sha.1l be free from searns or purring lines acid all edges and corners are to be smooth and free from sharp edges 'so the unit can be 's handled safely Wthout gloves. El.18A-4- I PQNJ METER BOX Lip SpE IFIC,�TlOI� The meter box lids are to be made of cast Prov accar-ding to ASTM A48-84, Glass 08 or ductrie iron accurdIng to ASTM -536, The lids shall withstand a minimum verficai load of 15,000 pounds. Castings are coated with a. bitum!Acaus emulsified asphalt unless otherwise specified, ground smooth, and cleaned with shot busting, to get a uniform duality free from strength defects acid dlstorti'ons, Dir-n nslons shah be-within fndustr standards of{plus or Minus (�/-) 0ne`slxteenth or an inch per foot. All castlrzgs will bear the Manufactures ! (name or logo) i acid Country of Origin. Casting weights-may vary plus or minus five percent from drawing weight par industry standards, STANDARD DETATL (WATER D PA1 T]I' EN-1) 2006 PREVAILING WAGES FOR CONSTRUCTION PROTECTS Ch It i� = rl8 a r o LQU) 0 ,w -4c m a CDP �, IN fA r' [? u CU CO LL� , CD � En _ u LLI C) Cdr, m .' 0 �} " L Co. 0 c0 CLi C) ;.., ) a 6 y r� CD ' - ~ CD C � i _ C ,Y o 00 � o ., 0 12, rU _ {- tn r- L� LL- C)oOL ; 0 w 'Cl rsQ +. r a 0 ., cv r 44, Ilr�y V! 1LLJ t V) O J a x LL LLI k� E E r 3 'C 'tip�C� C: L _ E 33JJ'' GSI LC) I� 31 to I tin p 4 E r` u LA rL4 ,i- i Cl 0 JI I. C�1Lrl f+} _u dC =LL- E En, _ I1� t E � E � ' E �1 �J i PO N u� M o ! 10 ErCV. " tom[] arm a f m " " rw il? 4 V a ^ �+ EF = U U) E tAj z i C-) Ln C) F6 i i J: `_------I V) E _ I Ln rn LJ C CrjoE .— in - E '� E IC LD f T« r z I E E E • = E U C) r-- G w w if1 Ur- - �x1 LG I ao kCauM Jr{{]; E J4 ALU p.} �7 r� �k c t d i V) Elf cn E *na 0 0. a CD _o a + F E 1 LU 0C) 17} in 0 OW CNz cn .: _ � (X3 EO AJ L�'j ; `J = i�J TE to I� cn �. ilf > " . r, u Lj t E E E t " " MINIMUM 6" IN[TIAL TYPE CBACKFILL SLE SPEC, EI -2,4 BACKFILL COVER 7 SAND MATERIAL EMBEDMENT INITIAL BA(:KFILL j. SEE spric. 'E1 _�'3 'EMBEDIVEN-T WATER. SIZES UP TO AND INCLUDING 12" Ir IYPE "C" BACKFILL —MINIMUM 9" INITIAL BACKFILL COVER- WATER - 6" .. . . SEE SPFC. Ll -2.4: ........ SEVVER - 12" -TONE GR -SAND 'ST01W 0RAIN 12" CRUSHEO S MAVERIAL INJTIAL BACKFILL SEE SPEC, EI -2,4.(b) OR MINIMUM 6" F11 -2_) C. b. EMISFI)MENT J � TT_--M— CROSHED ' TDNE 1 1-11 In= I I=—I I IHI I SEE SPEC. El -2,3 G.c_[)_ WATER. SIZES 16" AND LARGER SEWER: ALL SIZES STORM DRAIN.- ALL SIZES MATERIAL SPECIFICATIONS ,,AND GRADATICiN -LESS THAN 107. PA55ING THE EMBEDMENT ANa 13ACKFILL DETAILS PR VIDEO ON THIS #200 �;IEVE SHED SHALL REPLACE ARPROPRJATE PROVISIbINIS' OF BOTH • P-1. = 10 OR LESS THE El -2,4(b)' AND EI -2.3 OF THE G.C.13, 4ND STI), SPEC. ITEM 402 OF THE TPW STANDARD SPECIFICATI-ONS FOR STREET & STORM DRAkN -CONSTRUCTION. ALL OTHER CRUHFD STONE GRADATION rROViSliONS OF THESE ITEMES SHALL APPI.Y, 5iLVF SIZE 9RETAVED .0-10 WATER, SEWER, & STORM 40-75 DRAIN EMBEDMENT AND 55-90 #4 90-100 BACKFILL DETAILS pi 95- 10.0 INS R -033 4/04 1 kl Jk I � I k � r ll ] I Exist Meter Vault, See Detail TR-035 �_ _ far Temp. Service �---_ ConnerctIon. II � I � I :z EL _j I '°° L4 � J II _ _ T� I r r � w �V] i i a- r oo CL i I o a _ za a� CL fl m k ll To F.W. Outlet for Temp. See Detail� WFR-036 f r � — �— Nater Supply, Intersection Crass[nq Exist. Cb, Temp, Service i " Gals. Pipe. i r CITY WATER DEPARTMENT FORT WORTH, TEXAS TYPICAL MAIN N BY- PASS LAYOUT WTR- 034 4/04 t 36" MAX. Asphalt Cover aJv, Pipe. Paving Standard Flnished 2"x6" Wooden blanks. 15# Rooting Felt, 3C Wide. CITY WATER DEPARTMENT T FOR-r WORTH, TEXAS INTERSECTION & DWY, APPROACH CROSSING DETAIL FOR SERMCE TEMPORARY WATER VTR-036 ��of Contractor shall be required to cover meter vault with protective guard and barricade w construction fence orld and rrfetQf "`1`" poats- ul:otf �F. TubingA ' Adopt as required. " taaly. f'i e. Exist. Private Service _ to House or 13[d Meter shall be removed by this controator, Canrlectiian from icy--pass to private service shall be mode by Contractor, Exist- Copper Service Lirfe CITY WATER DEPARTMENT FOW WOFUH, TEXAS TEMP. SERVICE CONNECTrON D ETAI L WT -035 404- � � 1 .fir �u►'�E�, �` \ AS,If PjOrfAV,IrfK4Caw*died lbk &-abnt(Rawmak cr-Z;4 "rid AXZTV. C-fPT!9,, "rjl 4r4te gwdf P.' a9cV4, 1 * -Ff-r af A4rY.4 y PMr, , e IV- ••`�•^_- ,'���� "';����' 'f" tA...- M�4,'1:.-:�••.'.S} "'•/r: tiL ire' ,�.�} ; '�+ .p' .* .•Q•+ tom" ��,*'�' �'�' 'i�•.'�.f ,i'�drG ��{'. R.4 .!#�'} •�� - didO Al)r C'Or�e`� f `fel06 1% AM ZIRF Af SA1 AV -4111 U-14 !B[erl81 EZ-14 COr4*tr11GtIon STREET I DIRT 4.0' 8- 4 REBARS P. USE 3000 CLASS � A CON # 3" TYP. � � o v CONC. COLLAR HEIGHT VARIES -3/4" CHAMFER T P, PVMT, PVMT. ' GROUND 9 � 'RADE RINGS • � � ��,� CASE i CAE 2 + --- - _ AE y RAM NECK .3" IN. � � COLLAR SH �EXTENDEXTENDTp HEIGHTOONC. ODl�tR VARIES TOP OF 2:27 OWRETE � (REE)AR REQ'[).) � COLLAR SHALL EXTEND Y" BELDW 130TTOM OF LOWEST CRADE PJNC (#HEPAR REO'D.) a SECTION FIGURE 121 CONCRETE MANHOLE COLLAR 21 MATEMAL ETAIL -20: 21 ONSTROCT O 5/18/190 DRAWN By, JCU 2--08-2000 pp mot ek lo= a ; _�" $ I R B ri .i di ui rte+ 4n .2dxk 12 IOL � 9 ut f 2 P b LLJ ludAa r LLJ r fl} 4� wCL 3 cr Ln iYLLJ ~ 6 p Lq F-8� gg Op Km W Tiles Y 0919 i+1 ll 13 -w City of Fort Worth — Highway (Heavy) Construction Prevailing Wage Rates For 20OG Classifications_ Hourly Rates Classifications Wrly Rts AirTocl Operator $10,00 Scraper Operator 511,42 As helt Raker $11-01 Servicer $12.32 AspLq! t veler $8.80 SlipFarm E arhinq O emlor $12,33 As hEllt DIStribuler Operator $13-99 Spreader Vox Operator $10.92 Nsphe I Paving Machine Ope(stor $12.78 Treclor operator, Crawlef Type _ $12. Batch Ing Plant Weigher_ $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator S9,88 Traveling Mixer Operator $12,08 Bulldozer o gator $13-22 Truck Driver- Singie tyle l.i ht), $10,$1 Car enter(Rory h $12.80 Truck Driver- Single Axle (Heavy). $11.47 Concrete Flnisher- Paving. $12.85 Truck Drlver-Tandem Axle Seml-Traiter $11.75 increta F1 nigher- tfurtures $13-27 Truck Driver- Lo boy/Fln_�l $14-93 Concrete Paving Cufbfng Mach. D er, $12,00 Truck Driver- Transit Mlx _ $1208 Wapn DOI, Boring Machine, Post I-Iota Concrete Nvinq Fir�is1S1�4n Mach, Oper, 13-63 Drill�r $14.00 oricrele Pavin g Joint Sealer Oper. $12,60 Welder $13.57 CorXrole PEIV[rlg Saw D POE $13,55 Work Zone barricade Servicer $10.{1:} Concrete Pay[U. $reader [aper, $14,50 Concrete Rubber $10-$1 rana, Ciarnshell, Backhoe, Derrick, Dra kine, Shovel $14,12 Ele_ciricaan $18-1 Flagger $8-43 Form Builder- Structures $11.63 Form Setter- Paving_& rbs $11-83 Found-8tlon Drill Operator, Drawler Mounted $13.67 Foundation Drill OWatol, Truck Mounted $16.30 Ronl Lind Loader $12,$2 Laborer- Comrnon $9,18 Laborer- Unlit $10-65 Mechanic $16.97 MMIng Machlne 1 erator, Finer Grade $11.83 Mixer operator $11.68 Matnr Grader Operator Fine Grads) $15-20 Molof Grader Opentar, Rough Oiler $14.50 Painter SlrictUres $13.17 Pavement Mark Ing Machine O er- $10-04— Pi a Layer $11,041 Rblier, Steel VVheel Plant- Mik Pavements $11,28 Roller, Steel Wheel 01her Flat heel c Tamping $M92 Rofler, Pneumatic. Self-Propelled CT-a er $11,07. ,Relnfarcinq Steel SetterPavia $14.80 [Reinforcfng steal Setter Structure $1.8.29 City of Fort Worth Building & Construction Trades _ Prevailing Wage Rates For 20Q6 tassiiications floury Rates IwC.!s iflcauons Flaurly Bates Ir CondlitionIng Mechanic $17.55 Sheetrock Hanger $13.V I t CondlI[OnIng Mechanic Helper $10.74 1 Sheetrock Heft er Helper $9_48 Cough', De€lin Installer $14.26 S rin€cler Sys.larn Installer $17.06 coustrc CeOing Installer Helper $10.53 §RqEkler ystern In t lker Helper $13.33 _ rickl erfS[one Masan $78.29 Steel Worker Structural $16.20 rickle eriStane Mason Helper $18.07 Sural Worker Stfuritural He[per $11.71 ar enter $15.76 Welder $15.88 a enter Hel r $11.69 WelldeLdelEe.L $11.25 ancrete Finisher $14.29 � T oncrels Finisher Wpm $10-.49 oncrela Form Builder _ $12.16 oncreRe Form Builder Helper $8.61 DFywall Taper $13.25 Drywall Taper Helper $9.40 Electrician Journeyman $19.79 Heavy Equipmento araters Hourly Rates Crane, Clamshell, Eackhoe, Eiedrlcian Hellr $12,$;5 Derrick, PMLk«e, hovel $16,0.7 -laotronlc Techniclan $20.06 Fork Iift Operator $12jI32 lectrorllc Techniclan Helper $12.27 Ftlundawri Drill Ooerator $17.55 _ bor Laver (Carpet) $15.17 Front End Loader Operator $13.27 lour Layer Resilient $15.94 Truck C)river $12.63 lour Layer Helper $1 1.00 7lazier $14.35 lacier Helper $10.32 rnsuiator (Pl a $15.05 nsulator Helper Pie $.10,12 aborer Common $9.21 aborer Skilled $11.59 -ether $15.94 ather Helper $11.12 atal BuildIng Assembler $14.29 Metal Buildin Assembler Helper $9.33 einter _ 12.86 alnter Helper i eI'itter $18.22 l eNter Hel r $12.90 IaSterer $15.16 I'laslerer Helper $9.98 Reinforcing Steel Setter $13.00 oofw $75.33 Roofer Helper $10.24 Sheet Metal Worker $18.73 Sheet Metal Worker Helper $10,53 4 - 12 - SPECIAL PROVISIONS SEQUENCE OF STREET CONSTRUCTION t . . . ^ SPECIAL PROVISIONS FOR / . .~.R~~~~~ AND STORM DRAIN ...~. .~.° ,~~~.E.,~= Table of Contents� l. SCOPE OFWORK...........................................' ........................................... ............ . .................. ..... .......S9-3 2. AWARD OF CONTRACT........... ............................ ...................._-............................................ .............. 8I-} _ 3. pHECON8l]RUCTiON CONFERENCE................ .......... .................... .......... ................ --.......... ..........8P-] ' 4. EXAMINATION OF SITE .......................... .......... -....... -''''-----''''''''''--........................ ....8P4 . 5. BID SUBMITTAL......... ............................. ................... .................. ........................ .................... ....... ......8I4 6. WATER FOR CONSTRUCTION........ ............................................................. ..............................................BP-4 ' 7. SANITARY FACILITIES FOR WORKERS.... ........-....... ............... .......... .................... ......... ............-.8I4 8. PAYMENT.... .................................................................... ....... .................................. ....... ....... .................S%-4 9, SUBSIDIARY WO0{--........................ ............................................. ............................ .............. _ ........Ol-4 ]O.LEGAL RELATIONS AND RESPONSIBILITIES 1%)THE PUBLIC.......-.......................................... ........8J-4 11.WAGE RATES...................,.................. - ..........................--............................................ .............--.......SI4 l2.EXISTING UTILITIES.........___--................................................................. ............................................-.--3P-5 13.PARKWAY CONSTRUCTION...... --- ................... .............................. ...... ...... ....... ..........................qR-5 � 14.1V4A]1lBlAL STORAGE................................... .......... ............... ..--__ ....... ............ .-.............................S9-5 / li PROTECTION OFEXISTING UTILITIES AND IMPROVEMENTS.... ..............___........................... SP'j 16iINCREASE ORDECREASE DNQUANTITIES_.......................................................................... -...... ........QP-5 . 17,CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS....... ............... ..........................................8f-5 | 18.EQUAL EMPLOYMENTPROVISIONS.......^................ ........... .................. ............... ................................SP-d 19.MINORITY AND WCMBNBBUSINESS ENTERPRISE ------------8I-6 2KFINAL CLEAN DP............................. ..... .......... .......' .... .............___......... .... ....................... ....... ....SP-7 . 2l. S COMPLIANCE WITH 8 COMPENSATION lAW--''-''_--'''-.SP-7 22SUBSTITUTIONS........ ............. ......................................... ....................................... .......____...............SP-l0 %3.MECHANICS AND `SLIEN... ......... ....... '''''''--.''-''' .................... ............89'18 24.WORK ORDER DEL4Y - .................................. ................ . ................ .- .........- ...........................-.8P-l0 � 25.WORKING DAYS ............---................ .............--....... .. ....... ...........-.................. ..................... .8I-]0 26.RIGHT TOABANDON ................... ....... ....... ..........- ........ ....... .............. ...............................................SP-l0 27-CONSTRUCTION SPECIFICATIONS ............ ........................................... ................................................. OP-l0 . 28.MAINTENANCE SIAIB&KBN? ....... .......--. ................... ..................................... .....................-........SP-1l � 29.I)ElAY8..........................-.- ............. --.. .......................................................... ......................____Sl-11 3O.DETOURS AND BARRICADES .................................... ....... .....................--............................ .............'SP-ll 3l.DISPOSAL{8FSPOIL/FILL MATERIAL .......................................... .......---..................-. ..................SD-ll \ 32.QUALITY CONTROL TESTING ............................___............................. ...............-.......................... ...8}-12 33,PB1)PERTY ACCEq8 -........................ ............ ........................................................ ....... ........___..........8P-l2 34,SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES .........................................-........ - 8}-12 / 35.WATER DEPARTMENTPRE-QUALIFICATIONS ..........-. .................................... .................................SP-l3 �136-RIGHT TO AUDIT ......- ............................ ............................ .................................................................. ...DP-l3 37,CONSTRUCTION STAKES ,...............,......... .......... ....... ............................................. ....................-....-8J-l3 38.LOCATION OyNEW WALKS AND DRIVEWAYS ........... ......... .............................................. .......... ....S9-14 � 39.EARLY WARNING SYSTEM FOR CONSTRUCTION-- .................. ...... ...,...............___....... ..........8P-l4 40.AIR POLLUTION WATCH DAYS......................................................................---.....................-- ........QI-l4 CONSTRUCTION ITEMS: / 41. PAY ITEM'UNCLASSIFIED STREET EXCAVATION.......... ............ .............................................8I-l5 42 PAY ITEM-6" CONCRETE PAVBM8NT.-.................................................... ........ 8P-15 43, PAY ITEM-SILICONE JOINT SEALING.......... ................ ....... ..................................-........... ..SI-\5 \ 44 PAY ITEM'7~CONCBl3OBCDRB-............... ............ ................... .......................___.................. QP-l9 41 PAY ITEM-RETAINING WALL( 0MKTT0J0)................................ .................................. ............-BP-l9 46. PAY ITEM-PROPOSED 7"CURB& l8"GUTTER(6^8.M.A.C.TRANSITION AREA)................QP'lD 47 PAY ITEM-6pB.M-A.C.TRANSITION....... - ................................................................. ...............SP-1V ' 48. PAY ITEM-6"SUBSOIL DRAIN(K0MDTT%D)................. ............................... .............................. SP-l9 49PAY ITEM-6°SUBSOIL DRAIN CLEANOUT WITH RISER AND CAP(OMDTTDD). ...............SP-l0 10/27Y04 SP- 50. PAY ITEM-TRENCH SAFETY............................_....._........................................................................SP-20 51. PAY ITEM-8"THICK LIME STABILIZED SUBGRADE AND CEMENT FOR SUBGRADE STABILIZATION(OMITTED).........................................................................................SP-20 52. PAY ITEM-6"HMAC PAVEMENT(THICKNESS TOLERANCES AND HMAC TESTING PROCEDURES).................................................................................................................SP-20 53, PAY ITEM-CONCRETE FLAT WORK(CURB,CURB&GUTTER,SIDEWALKS,LEADWALKS, WHEELCHAIR RAMPS AND DRIVEWAYS)............................................................................. SP-21 54. PAY ITEM-REMOVE EXISTING CONCRETE SIDEWALK,DRIVEWAYS,STEPS, LEADWALKS AND WHEELCHAIR RAMPS.......................................................................................SP-21 55. PAY ITEM-REMOVE EXISTING CURB AND GUTTER................. ................ SP-21 56- PAY ITEM-REMOVE EXISTING CURB INLET................................................................................ SP-21 57. PAY ITEM-6"REINFORCED CONCRETE DRIVEWAY..................................................................SP-21 58. PAY ITEM PROPOSED CONCRETE STEPS......................... ...... ...................................-..............SP-22 59, PAY ITEM-4' STANDARD CONCRETE SIDEWALK,LEADWALK AND WHEELCHAIRRAMP......................................................................................................SP-22 60. PAY ITEM-RELOCATE WOODEN FENCE(OMITTED).................................................................SP-22 61. PAY ITEM-STANDARD 7"CURB AND 18"GUTTER......................................................................SP-22 62. PAY ITEM-REMOVE AND RECONSTRUCT MAILBOXESIMISCELLANEOUS(OMITTED).... SP-23 63, PAY ITEM-BORROW (OMITTED)....................................................................................................SP-23 64. PAY ITEM-CEMENT STABILIZED SUBGRADE .............................................................................SP-23 65. PAY ITEM-CEMENT STABILIZATION ............................................................................................SP-23 66. PAY ITEM-NEW 7"CONCRETE VALLEY GUTTER........... ..._.........._................__................_SP-23 67. PAY ITEM-STORM DRAIN INLETS.................................................. .....,SP-23 68, PAY ITEM-TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN ..................................................................... .................. SP-24 69. PAY ITEM-STORM WATER POLLUTION PREVENTION(FOR DISTURBED AREAS EQUAL TO OR GREATER THAN I ACRE)...................................................................SP-24 70. PAY ITEM-CRUSHED LIMESTONE FOR DRIVEWAY TRANSITIONS........................................SP-25 71. PAY ITEM-PAINT REPLACEMENT OF EXISTING STANDARD AND SPECIALTY PAINTED CURB ADDRESS LABLES.......................................................................I.......................SP-25 72, PAY ITEM-CERAMIC TILE STREET NAMES...........................................................................I......SP-26 73, PRE BID ITEM-PROJECT DESIGNATION S16N.........................................................................I—.SP-26 74. PRE BID ITEM-UTILITY ADJUSTMENT..........................................................................................SP-26 75. PRE BID ITEM-TOP SOIL..................................... ........................ ....... ..........__................._.... SP-27 76. PRE BID ITEM-ADJUST WATER VALVE BOX............................................................................... SP-27 77. PRE BID ITEM-MANHOLE ADDUSTMENT......................................................................................SP-27 78. PRE BID ITEM-ADJUST WATER METER BOX...........................................................................,....SP-27 79. NON-PAY ITEM-CLEARING AND GRUBBING............................................................................... SP-27 80. NON-PAY ITEM- SPRINKLING FOR DUST CONTROL................................................................... SP-27 81. NON-PAY ITEM-PROTECTION OF TREES,PLANTS AND SOILS........................__................... SP-28 82. NON-PAY ITEM-CONCRETE COLORED SURFACE ...................................................................... SP-28 83. NON-PAY ITEM-PROJECT CLEAN-UP.............................................................................................SP-28 84. NON-PAY ITEM-PROJECT SCH.EDULE..................................................................... •-- ................SP-28 85. NON-PAY ITEM-NOTIFICATION OF RESIDENTS..........................................................................SP-29 86. NON-PAY ITEM--PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION.............. SP-29 87. NON-PAY ITEM-PRE-CONSTRUCTION NEIGHBORHOOD MEETING-----.................................. SP-29 88. NON-PAY ITEM-WASHED ROCK....... ......................•----...,................... ...........................SP-29 89. NON PAY ITEM-SAWCUT OF EXISTING CONCRETE.....................___...................................I...SP-30 90. NON-PAY ITEM- LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES.......... ...................... ...................................................SP-30 91. NON-PAY ITEM- TIE-IN INTO STORM DRAIN STRUCTURE.......................................................SP-30 92, NON PAY ITEM- SPRINKLER HEAD ADJUSTMENT.....................................................................SP-30 93. NON-PAY ITEM-FEE FOR STREET USE PERMITS AND RE-INSPECTIONS .......................SP-30 94. NON PAY ITEM-TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL(FOR DISTURBED AREAS LESS THAN I ACRE)...SP-30 95. NON PAY ITEM-TRAFFIC CONTROL .............................................................................................. SP-32 10/27/04 SP-2 SPECIAL PROVISIONS FOR STREET AND STORM DRAIN IMPROVEMENTS FOR: 2004 CAPITAL IMPROVEMENT PROJECTS YEAR 2—GROUP 1 DAISY LN., N.CHANDLER AVE.,GOLDENROD AVE., N. CHANDLER DR., HONEYSUCKLE AVE., MARIGOI-D AVE. UNIT II:PAVING IMPROVEMENTS TIPW PROJECT NUMBER: C200-541200-0202400014983 D.O.E. NO. 4697 1. SCOPE OF WORK: The work covered by these plans and specifications consist of the following: Reconstruction of Dalsy Ln. from Blandin St.to N. Chandler Ave.);-N. Chandler Ave. from Dairy Ln.to Goldenrod Ave.): Goldenrod Ave. (from N. Chandler Ave.to N. Riverside PE.- N. Chandler Dr. from Springdale Rd.to Selma St. • Honeysuckle Ave.-(from Sylvania Ave.to N. Riverside Dr.); and Marigold Ave. (from Sylvania Ave.to N. Riverside Dr.1 and all other miscellaneous items of construction to be performed as outlined in the plans and specifications which are necessary to satisfactorily complete the work. The pavement improvements will consist of Alternate No. 1: 6-inch concrete pavement over 6-inch cement stabilized base or Alternate No. 2: 6-inch H.M.A.C. pavement over 8-inch cement stabilized base. This contract shall be constructed in three sections. Section 1 will be Daisy Lane from Blandin St.to N. Chandler Ave.; N. Chandler Ave.from Daisy Lane to Goldenrod Ave.and Goldenrod Ave.from N. Chandler Ave.to N. Riverside Dr. Section II will be N.Chandler Dr. from Springdale Rd.to Selma St.and Selma St.from N. Chandler Dr.to a existing 66" R.C.P. Section III will be Honeysuckle Ave. and Marigold Ave.from Sylvania Ave.to N. Riverside Dr. The paving and drainage improvements for each sdction will not proceed until the water and sanitary sewer replacements have been completed in each of these sections. In order to aid the Contractor in preparing his bid,an estimated schedule for the water, sanitary sewer, paving and drainage replacementslimprovements for each section has been included at the end of the special provisions section. A breakdown of the paving bid items has also been included. The schedule and quantity breakdown are for informational purposes only. However,the Contractor should understand that adverse weather and unforeseen circumstances can affect these estimated dates and shall not hold the City of Fort Worth responsible for any delays in issuing the work orders for this contract. 2. AWARD OF CONTRACT: Submission of Bids: Unit 1 and Unit 11 constitute a package. If the Contractor submits a bid on both Unit 1 and Unit II and has the lowest responsive proposal price, the Contractor will be the apparent successful bidder for this project. The Contractor can bid either the HMAC alternate and/or the Concrete alternate. The additive alternate must be included in any bid. Bidders are hereby informed that the Director of the Department of Engineering reserves the right to evaluate and recommend to the City Council the best bid that is considered to be in the best interest of the City. 3. PRECONSTRUCTION CONFERENCE: The successful Contractor, Engineer, and City-City shall meet at the call of the City for a preconstruction conference before any of its work begins on this 10/27/04 SP-3 project. At this time, details of sequencing of the work, contact individuals for each party, request for survey, and pay requests will be covered. Prior to the meeting, the Contractor shall prepare schedules showing the sequencing and progress of their work and its effect on others. A final composite schedule will be prepared during this conference to allow an orderly sequence of project construction. As used herein, the term"Engineer" shall mean the design engineer who prepared and sealed the plans, specifications and contract documents for this project. 4. EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions that may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during preparation of the Proposal and all unusual conditions that may give rise to later contingencies should be brought to the attention of the City prior to the submission of the Proposal. During the construction of this project, it is required that all parkways be excavated and shaped including bar ditches at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. During construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. 5. BID SUBMITTAL: Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating,bids as"non-responsive"and rejecting bids as appropriate and as determined by the Director of the Department of Engineering. 6. WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. 7. SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary conveniences for the use of workers at the project site_ Specific attention is directed to this equipment. 8. PAYMENT: The Contractor shall receive full payment from the City for all the work based on unit prices bid on the proposal and specified in the plans and specifications and approved by the Engineer per actual field measurement. 9. SUBSIDIARY WORK: Any and all work specifically governed by documentary requirement for the projects, such as conditions imposed by the Plans, the General Contract Documents or these special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item or work, the cost of which shall be included in the price bid in the Proposal for each bid item, including but not limited to surface restoration cleanup and relocation of mailboxes. All objectionable matter required to be removed from within the right-of-way and not particularly described under these specifications shall be covered by Item No. 102"Clearing and Grubbing" and shall be subsidiary to the other items of the contract. 10. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item 7, "Legal Relations and Responsibilities to the Public"of the"Standard Specifications for Street and Storm Drain Construction". 11. WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory 10/27/04 SP-4 requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates be paid. (Attached at the end of this section.) 12. EXISTING UTILITIES: The locations and dimensions shown on the plans relative to existing utilities are based on the best information available. It shall be the Contractor's responsibility to verify location of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as are necessary in the construction process in order to provide adequate clearance. The Contractor shall take all necessary precautions in order to protect all services encountered. Any damage to utilities and any losses to the utility City due to disruption of service resulting from the Contractor's operations shall be at the Contractor's expense. 13. PARKWAY CONSTRUCTION: During the construction of this project, it will be required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Director of the Department of r Engineering. 14. MATERIAL STORAGE: Material shall not be stored on private property unless the Contractor has obtained permission from the property City. 15. PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The Contractor shall take adequate measures to protect all existing structures, improvements and utilities, which may be encountered. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City or the Engineer to be accurate as to extent, location and depth, they are shown on the plans as the best information available at the time of design, from the Owners of the utilities involved and from evidences found on the ground. 16. INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the Proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. No additional compensation shall be paid to Contractor for errors in the quantities. Final payment will be based upon field measurements. The City reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices as established in the contract documents. No allowance will be made for any changes in anticipated profits or shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of storm drain pipes in depth categories shall be interpreted herein as applying to the overall quantities of storm drain pipe in each pipe size but not to the various depth categories. 17. CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor Covenants and agrees to indemnify City's Engineer and Architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any 3 and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not any such injury, damage or death is caused, in whole or in part, by the negligence or alleged negligence of City, its officers,servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the City from and against any and all injuries to City's 10/27/04 SP-5 5 officers, servants and employees and any damage, loss or destruction to property of the City arising from the performance of any of the terms and conditions of this Contract, whether or not any such injury or damage is caused in whole or in part by the negligence or alleged negligence of City, its officers,servants or employees. In the event City receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either(a) submits to City satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or(b) provides City with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if deemed appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. 18. EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A-21 through 12- A-29) prohibiting discrimination in employments practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided by assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 19. MINORITY AND WOMEN BUSINESS ENTERPRISE M/WBE COMPLIANCE. In accordance with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. M/WBE UTILIZATION FORM, MIWBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within fine(5)city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, Contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise.(MIWBE)on the contract and payment thereof_ Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MISE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation)and/or the .commission fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation)and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three years. The City will consider the Contractor's performance regarding its MIWBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate"good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's MIWBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract 10/27104 SP-6 4 with a joint venture equal to the percentage of the MIWBE participation in the joint venture for a clearly defined portion of the work to be performed. All M/WBE Contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE Contractor(s) must be certified by either the North Central Texas Regional Certification Agency(NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine(9) county marketplace or currently doing business in the marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to fisting them on the MANBE utilization or good faith effort forms as applicable. Failure to contact the listed MIWBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an MIWBE subcontractor or supplier, the MIWBE shall be given an opportunity to perform the work. Whenever a change order exceeds 10%of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in its MIWBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the 7 term of the contract which the Contractor had represented he would perform with his forces, the Contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modifications to goals as determined by the City, and, 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the Contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: a. Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. C. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor_ Within ten (10) days after final payment from the City, the Contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive of M/WBEs. 20. FINAL CLEAN-UP: Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been completed_ No more than seven days shall elapse after completion of construction before the roadway and R.OW. is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. 21. CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW: A. Workers Compensation Insurance Coverage a. DEFINITIONS: 10/27/04 SP-7 b. Certification of coverage("Certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement(TWCC-81,TWCC- 82, TWCC-83, OR TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project-includes the time from the beginning of the work on the project until the Contractor's/person's work on the project has been completed and accepted by the governmental entity. Persons providing services on the project("subcontractor' in §406.096)-includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes,without limitation, independent Contractors, subcontractors, leasing companies, motor carriers, City-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include,without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. c. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. d. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. e. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (1) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and (2) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. f. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. g. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10)days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. h. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. i. The Contractor shall contractually require each person with whom it contracts to provide services on a project, to: 10/27/04 SP-8 (1) provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44)for all of its employees providing services on the project, for the duration of the project; (2) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (3) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (4) obtain form each other person with whom it contracts, and provide to the Contractor: i (a) a certificate of coverage, prior to the other person beginning work on the project; and (b) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (c) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. (d) notify the governmental entity in writing by certified mail or personal delivery,within ten (10)days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (e) contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the person for whom they are providing services. j. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with appropriate insurance carrier or, in the case of a self- insured, elfinsured,with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative, criminal, civil penalties or other civil actions. k. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten day after receipt of notice of breach from the governmental entity. B. The Contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does 10/27/04 SP-9 not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the Worker population. The text for the notices shall be the following text,without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identify of their employer or status as an employee." Call the Texas Worker's Compensation Commission at 592-440-3789 to receive information on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". 22. SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality that the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material that has been specified. Where the term "or equal",or"or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed substitutes is procured by the Contractor. Where the term "or equal", or"approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of providing that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of the sub-section as related to"substitutions" shall be applicable to all sections of these specifications. 23. MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of mechanics and materialmen's liens upon receipt of payment. 24. WORK ORDER DELAY: All utilities and right-of-way are expected to be clear and easements and/or permits obtained on this project within sixty(60)days of advertisement of this project. The work order for subject project will not be issued until all utilities, right-of-ways, easements and/or permits are cleared or obtained. The Contractor shall not hold the City of Fort Worth responsible for any delay in issuing the work order for this Contract. 25. WORKING DAYS: The Contractor agrees to complete the Contract within the allotted number of working days. 26. RIGHT TO ABANDON: The City reserves the right to abandon, without obligation to the Contractor, any part of the project or the entire project at any time before the Contractor begins any construction work authorized by the City. 27, CONSTRUCTION SPECIFICATIONS: This contract and project are governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION CITY OF FORT WORTH 10/27/04 SP-10 t STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS A copy of either of these specifications may be purchased at the Office of the Department of Engineering, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth,Texas 76102. The specifications applicable to each pay item are indicated in the call-out for the pay item by the. Engineer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. 28. MAINTENANCE STATEMENT: The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of two (2)years from date of final acceptance of this project and will be required to replace at his expense any part or all of the project which becomes defective due to these causes. 29. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Director of the Department of Engineering and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work or by the performance of extra work or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond form all his obligations hereunder which shall remain in full force until the discharge of the contract. 30. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction as required by Engineer by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications"Barriers and Warning and/or Detour Signs," Item 524 and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices,Vol. No. 1." 31. DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoillfill material, the Contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoillfill materials at a site without a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineering, Contractor shall remove the spoillfill material at its expense and dispose of such materials in accordance with the Ordinance of the City and this section. 10/27/04 SP-11 32. QUALITY CONTROL TESTING: (a) The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto_ (b) Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. (c) Quality control testing of on site material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested and any work effort involved is deemed to be included in the unit price for the item being tested. (e) The Contractor small provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. 33. PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. 34. SAFETY RESTRICTIONS-WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this contract: (a) A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING--UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." (b) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of guard about the boom or arm, except back hoes or dippers and insulator links on the lift hood connections. (c) When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (TU Electric Service Company) which will erect temporary mechanical barriers, de-energize the line or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to TU Electric Service Company and shall record action taken in each case. 10/27/04 SPA 2 (d) The Contractor is required to make arrangements with the TU Electric Service Company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. (e) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (c). 35. WATER DEPARTMENT PRE-QUALIFICATIONS: Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre-qualified with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications which general specifications shall govern performance of all such work. 36. RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal f working hours to all necessary Contractor facilities and shall be provided adequate and. appropriate workspace in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor involving transactions to the subcontract and further, that City shall have access during normal working hours to all subcontractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this article together with subsection (c ) hereof. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 37. CONSTRUCTION STAKES; The City, through its Surveyor or agent,will provide to the Contractor construction stakes or other customary methods of markings as may be found consistent with professional practice to establish line and grade for roadway and utility construction and centerlines and benchmarks for bridgework. These stakes shall be set sufficiently in advance to avoid delay whenever practical. One set of stakes shall be set for all utility construction (water, sanitary sewer, drainage, etc.), one set of excavation/or stabilization stakes, and one set of stakes for curb and gutter and/or paving. It shall be the sole responsibility of the Contractor to preserve, maintain, transfer, etc., all stakes furnished until completion of the construction phase of the project for which they were furnished. E If, in the opinion of the Engineer, a sufficient number of stakes or markings provided by the City have been lost, destroyed, or disturbed, that the proper prosecution and control of the work contracted for in the Contract Documents cannot take place, then the Contractor shall replace such stakes or markings as required. An individual registered by the Texas Board of Professional Land Surveying as a Registered Professional Land Surveyor shall replace these stakes, at the Contactor's expense. No claims for delay due to a lack of replacement of construction stakes will be accepted, and time will continue to be charged in accordance with the Contract Documents. 10/27/04 SP-13 38. LOCATION OF NEW WALKS AND DRIVEWAYS; The Contractor will make every effort to protect existing trees within the parkway, with the approval of the engineer the Contractor may re-locate proposed new driveways and walks around existing trees to minimize damage.to trees. 39. EARLY WARNING SYSTEM FOR CONSTRUCTION: Time is of the essence in the completion of this contract. In order to insure that the Contractor is responsive when notified of unsatisfactory performance andtor of failure to maintain the contract schedule, the following process shall be applicable: The work progress on all construction projects will be closely monitored. On a bi-monthly basis the percentage of work completed will be compared to the percentage of time charged to the contract_ If the amount of work performed by the Contractor is less than the percentage of time allowed by 20% or more (example: 10% of the work completed in 30% of the stated contract time as may be amended by change order), the following proactive measures will be taken: 1. A letter will be mailed to the Contractor by certified mail, return receipt requested demanding that, within 10 days from the date that the letter is received, it provide sufficient equipment, materials and labor to ensure completion of the work within the contract time. In the event the Contractor receives such a letter, the Contractor shall provide to the City an updated schedule showing how the project will be completed within the contract time. 2. The Project Manager and the Directors of the Department of Engineering, Water Department, and Department of Transportation and Public Works will be made aware of the situation. If necessary, the City Manager's Office and the appropriate city council members may also be informed. 3. Any notice that may, in the City's sole discretion, be required to be provided to interested individuals will distributed by the Engineering Department's Public Information Officer. 4. Upon receipt of the Contractor's response, the appropriate City departments and directors will be notified. The Engineering Department's Public Information Officer will, if necessary, then forward updated notices to the interested individuals. 5. If the Contractor fails to provide an acceptable schedule or fails to perform satisfactorily a second time prior to the completion of the contract, the bonding company will be notified appropriately. 40. AIR POLLUTION WATCH DAYS: The Contractor shall be required to observe the following guidelines relating to working on City construction sites on days designated as "AIR POLLUTION WATCH DAYS". Typically, the OZONE SEASON, within the Metroplex area, runs from May 1, through OCTOBER 31, with 6:00 a-m. - 10:00 a-m. being critical BECAUSE EMISSIONS FROM THIS TIME PERIOD HAVE ENOUGH TIME TO BAKE IN THE HOT ATMOSPHERE THAT LEADS TO EARLY AFTERNOON OZONE FORMATION. The Texas Commission on Environmental Quality (TCEQ), in coordination with the National Weather Service, will issue the Air Pollution Watch by 3:00 p.m. on the afternoon prior to the WATCH day. On designated Air Pollution Watch Days, the Contractor shall bear the responsibility of being aware that such days have been designated Air Pollution Watch Days and as such shall not begin work until 10:00 a.m. whenever construction phasing requires the use of motorized equipment for periods in excess of 1 hour. However, the Contractor may begin work prior to 10:00 a.m. if use of motorized equipment is less than 1 hour, or if equipment is new and certified by EPA as "Low Emitting", or equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or alternative fuels such as CNG. 10/27/04 SP-14 If the Contractor is unable to perform continuous work for a period of at least seven hours between the hours of 7:00 a.m. - 6:00 p-m_, on a designated Air Pollution Watch Day, that day will be considered as a weather day and added onto the allowable weather days of a given month. CONSTRUCTION ITEMS 41. PAY ITEM - UNCLASSIFIED STREET EXCAVATION: See Standard Specifications Item No. 106, "Unclassified Street Excavation" for specifications governing this item. Removal of existing penetration or asphalt pavement shall be included in this item. Operations necessary to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this item and no additional compensation shall be given as such. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the engineer. The intention of the City is to pay only the plan quantity without measurement. Should either contracting party be able to show an error in the quantities exceeding 10 percent, then actual quantities will be paid for at the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or measurement costs necessary to verify the actual quantities. 42. PAY ITEM- 6" REINFORCED CONCRETE PAVEMENT: (a) All applicable provisions of standard Specifications Item 314 "Concrete Pavement," shall apply. The Contractor shall use a six (6) sack concrete mix for all hand placement in the intersections. The unit price bid per square yard shall be full payment for all labor, material, equipment and incidentals necessary to complete the work. (b) Once an evaluation of the pavement is made to determine whether the crack is due to distress or minor shrinkage, the following policy will apply: (1) When the crack is minor and due to shrinkage (cosmetic), then no further treatment will be needed. (2) If the crack is due to distress (structural), the failed pavement must be removed and replaced a minimum of 5 feet. In no case should the remaining portion of the panel be less than 5 feet wide after repairing the failed panel. (3) Any crack within 12 inches of any joint must be removed and replaced a minimum of 5 feet to prevent future spalling of the pavement. (c) All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the Construction Engineer. Screeds will not be allowed except if approved by the Construction Engineer. 43. PAY ITEM-SILICONE JOINT SEALING FOR CONCRETE PAVEMENT: CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12, 1994) 10127104 SPA 5 1. SCOPE This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION- CITY OF FORT WORTH, and Item 2.210"Joint Sealing"of STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH TEXAS COUNCIL OF GOVERNMENTS. 2. MATERIALS 2.1 The silicone joint sealant shall meet Federal Specification TT-S-001543A for Class A sealant except as modified by the test requirements of this specification. Before the installation of the joint sealant, the Contractor shall furnish the Engineer certification by an independent testing laboratory that the silicone joint sealant meet these requirements. 2.2 The manufacturer of the silicone joint sealant shall have a minimum two-year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 2.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Corning 890-SL self-leveling silicone joint sealant as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, or an approved equal_ Self-Levelinq Silicone Joint Sealant Test Method Test Requirement AS SUPPLIED Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, gramslminute 275 to 550 ASTM D 1475 Specific Gravity 1.206 to 1.340 Skin-Over Time, minutes max. 60 Cure Time, days 14 to 21 *** Full Adhesion, days 14 to 21 AS CURED-AFTER ASTM D 412, Die C Mod. Elongation, % min. 1400 ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.) ASTM C 719 Movement, 10 cycles @+1001-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation min. 600 (Sect. 14 Mod.) ASTM D 3583 Adhesion to Asphalt, % Elongation min_ 600 (Sect. 14 Mod_) 10127104 SP-16 2.4 The joint filler sop shall be of a closed cell expanded polyethylene foam backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The back rod and breaker tape shall be installed in the saw-cut joint to prevent the joint sealant from flowing to the bottom of the joint_ The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them_ Reference is made to the "Construction Detail"sheet for the various joint details with their respective dimensions. 3. TIME OF APPLICATION On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the required depth with the proper joint spacing as shown on the"Construction Detail"sheet or as directed by the Engineer within 12 hours of the pavement placement. (Note that for the"dummy"joints, the initial 114 inch width "green"saw-cut and the"reservoir"saw cut are identical and should be part of the same saw cutting operation. Immediately after the saw cutting pressure washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for a minimum of seven (7)days. Then the saw cuts for the joint sealant reservoir shall be made, the joint cleaned, and the joint sealant installed. During the application of the joint sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and rising. 4. EQUIPMENT 4.1 . All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working condition and shall be inspected by the Engineer prior to the beginning of the work. The minimum requirements for construction equipment shall be as follows: 4.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. 4.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 4.4 Air Compressors:The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable reaps for the removal of all free water and oil from the compressed air. The blow-tube shall fir into the saw-cut joint. 4.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. 4.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the joint. 4.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 4.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. They shall be compatible with the join depth and width requirements. 10/27/04 SP-17 5. CONSTRUCTION METHODS 5.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and joint sealant placement shall be performed in a continuous sequence of operations 5.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on the"Construction Detail" sheet. The faces of the joints shall be uniform in width and depth along the full length of the joint. 5.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The water flushing shall be done in one-direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 18, 1989). After complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the termination of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints_ The blown joint shall be checked for residual dust or other contamination. If any dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned_ Solvents will not be permitted to remove stains and contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed overnight. Bond Breaker Rod and Tape:The bond breaker rod and tae shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. 5.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40E(4C). Joints shall not be sealed unless they are clean and dry. Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shall be removed and discarded and shall not be used to seal the joints. The pavement surface shall present a clean final condition. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, 10/27104 SP-18 dry joints before the sealing operation commences. 6. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any replacement material free of charge to the City. Also, the Contractor shall provide the Engineer a written warranty on all sealed joints_ The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for two years after final acceptance of the completed work by the Engineer. 7. BASIS OF PAYMENT Payment will be made at the Contract bid item unit price bid per linear foot(LF.)as provided in"MEASUREMENT"for"SILICONE JOINT SEALING",which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools and incidentals necessary to complete the silicone joint sealing in conformity with the plans and these specifications. 44. PAY ITEM - 7"CONCRETE CURB: The Contractor may, at his option, construct either integral or superimposed curb. Standard Specification Item 502 shall apply except as follows: Integral curb shall be constructed along the edge of the pavement as an integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be deposited not more than thirty(30)minutes after the concrete in the slab. If the Contractor fails to backfill behind the curb within seven (7) calendar days of pouring the curb and gutter, the amount paid for the curb shall be reduced by 25% until the backfill operation is complete. 45. PAY ITEM- RETAINING WALL: (OMITTED) 46. PAY ITEM—PROPOSED 7" CURB& 18" GUTTER 6" M.A.C. TRANSITION AREA): This item is included for the purpose and removing and replacing existing curb and gutter in transition areas as determined by the Engineer in the field. The proposed curb and gutter will be of the same dimensions as the existing curb and gutter to be removed. Quantities for this pay item are approximate and are given only to establish a unit price for the work The price bid per linear foot for "PROPOSED 7" CURB & 18" GUTTER (6" H.M.A_C. TRANSITION AREA) as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 47. PAY ITEM—H.M.A.C. TRANSITION: This item will consist of the furnishing and placing a minimum thickness of 6"for HMAC surfaces in transition areas where indicated on the plans, as specified in these specifications and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item 312. The price bid per ton HMAC Transition as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 48. PAY ITEM -6" SUBSOIL DRAIN: (OMITTED) 49. PAY ITEM-6" SUBSOIL DRAIN CLEANOUT WITH RISER AND CAP: (OMITTED) 10/27/04 SP-19 3 50. PAY ITEM- TRENCH SAFETY: Description: This item will consist of the basic requirements which the Contractor must comply with in order to provide for the safety and health of workers in a trench. The Contractor shall develop, design and implement the trench excavation safety protection system. The Contractor shall bear the sole responsibility for the adequacy of the trench safety system and providing"a safe place to work"for the workman. The trench excavation safety protection system shall be used for all trench excavations deeper than five (5)feet. The Excavating and Trenching Operation Manual of the Occupational Safety and Health Administration, U.S. Department of Labor, shall be the minimum governing requirement of this item and is hereby made a part of this specification. The Contractor shall, in addition, comply with all other applicable Federal, State and local rules, regulations and ordinances. Measurement and Payment: All methods used for trench excavation safety protection shall be measured by the linear foot of trench and paid at the unit price in the Proposal, which shall be total compensation for furnishing design, materials, tools, labor, equipment and incidentals necessary, including removal of the system. Trench depth for payment purposes for Trench Safety Systems is the vertical depth as measured from the top of the existing ground to the bottom of the pipe. 51. PAY ITEM -8"THICK LIME STABILIZED SUBGRADE&CEMENT FOR SUBGRADE STABILIZATION: (OMITTED) 52. PAY ITEM -fi" H.M.A.C. PAVEMENT (Thickness Tolerances and HMAC Testing Proceduresh The base course shall be a 3" deep Type "B" course placedin one lift. The surface course shall be a 3"deep Type "D"course placed in one lift. All provisions of Standard Specification No. 312.7 'Construction Tolerance' shall apply except as modified herein: 1) After completion of each asphalt paving course, core tests will be made to determine compliance with the contract specifications. The hot-mix asphaltic concrete pavement will be core drilled by the City of Fort Worth. The thickness of the asphaltic surface will be determined by measurement cores taken at locations determined by the Engineer. The thickness of individual cores will be determined by averaging at least three (3) measurements. If the core measurements indicate a deficiency, the length of the area of such deficient thickness shall be determined by additional cores taken along the length of the pavement in each direction until cores are obtained which are at least of specified thickness. The width of such area shall not be less than % of the roadway width. 2) When the thickness of the base course (as determined from core samples) is more than 15% deficient of the plan thickness, the Contractor shall remove and replace the deficient area at his own expense. If the thickness is less than 15% deficient, the Contractor shall make up the difference in the base thickness with surface course material. 3) The surface course must be the plan thickness. This does not include surface course material used to make up deficiencies in the base course as described in item 2). 4) The overall thickness of asphaltic concrete pavement must be a minimum of the plan thickness. Deficient areas (as determined in item 1) found to be less than the plan thickness will be removed and replaced at the Contractor's expense. 5) No additional payment over the contract price will be made for any hot-mix asphaltic concrete course of a thickness exceeding that required by the plans and specifications. 10127/04 SP-20 6) HMAC Testing Procedure: The Contractor is required to submit a Mix Design for both Type"B"and"D"asphalt that will be used for each project. This should be submitted at the Pre-Construction Conference. This design shall not be more than two (2)years old. Upon submittal of the design mix a Marshal (Proctor)will be calculated, if one has not been previously calculated, for the use during density testing. For type "B" asphalt a maximum of 20% rap may be used. No Rap may be used in type"D" Upon approval of an asphalt mix design and the calculation of the Marshal (proctor)the Contractor is approved for placement of the asphalt. The Contractor shall contact the City Laboratory, through the inspector, at least 24 hours in advance of the asphalt placement to schedule a technician to assist in the monitoring of the number of passes by a roller to establish a rolling pattern that will provide the required densities. The required Density for Type"B"and for Type"D"asphalt will be 91%of the calculated Marshal (proctor). A Troxler Thin Layer Gauge will be used for all asphalt testing. After a rolling pattern is established, densities should be taken at locations not more than 300 feet apart. The above requirement applies to both Type"B" and"D" asphalt. Densities on type"B" must be done before Type"D" asphalt is applied. Cores to determine thickness of Type"B"asphalt must be taken before Type"D"asphalt is applied. Upon completion of the application of Type"D"asphalt additional cores must be taken to determine the applied thickness. 53. PAY ITEM -CONCRETE FLAT WORK CURB CURB & GUTTER SIDEWALKS LEADWALKS WHEELCHAIR RAMPS AND DRIVEWAYS): Concrete flatwork is defined as curb, curb and gutter, sidewalks, leadwalks, wheelchair ramps and driveways as shown in the plans. This provision governs the sequence of work related to concrete flatwork and shall be considered a supplement to the specifications governing each specific item. Required backfilling and finished grading adjacent to flatwork shall be completed in order for the flatwork to be accepted and measured as completed_ No payment will be made for flatwork until the pay item has been completed,which includes backfilling and finished grading. 54. PAY ITEM—REMOVE EXISTING CONCRETE SIDEWALK DRIVEWAYS STEPS LEADWALKS AND WHEEL CHAIR RAMPS: This item includes removal of existing concrete sidewalks, driveways, steps, leadwalks and wheelchair ramps at location shown on the plans or as designed by the Engineer. See Item No. 104"Removing Old Concrete", for Specifications governing this item. 55. PAY ITEM—REMOVE EXISTING CURB AND GUTTER: Where shown on the plans or where designated by the Engineer, existing curb and or gutter and existing laid down curb shall be removed and disposed of in a manner satisfactory to the Engineer. Measurement will be by the linear foot for curb and gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. 56. PAY ITEM—REMOVE EXISTING CURB INLET: This item shall include all labor, materials, and equipment necessary to remove and dispose of the existing inlet and removal and connection of the existing RCCP lead pipe inlet as shown on the Plans and as directed by the Engineer. 57. PAY ITEM—6"THICK REINFORCED CONCRETE DRIVEWAY: See Standard Specification Item No. 504, "Concrete Sidewalks and Driveways" for specifications governing this item as well as details S-S5 and S-S5A. 10/27/04 SP-21 . � k /AFS The price bid per square foot for"6"THICK REINFORCED CONCRETE DRIVEWAY" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. The Contractor shall salvage all brick pavers behind driveway approaches and secure them in a proper location, which will be re-used after new driveway approaches are constructed. 58. PROPOSED CONCRETE STEPS: See Standard Specification Item No. 516, "Concrete Steps"for specifications governing this item as well as details SM-3. The price bid to construct each"PROPOSED CONCRETE STEPS" as shown in the Proposal will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the construction of each set of concrete steps. 59. PAY ITEM—4' STANDARD CONCRETE SIDEWALK LEADWALK AND WHEELCHAIR RAMP: All applicable provisions of standard Specifications Item 104"Removing Old Concrete"and Item 504 "Concrete Sidewalk Driveways"shall apply except as herein modified. ^ The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed details, or as directed by the Engineer. The Contractor shall not remove any regulatory sign, instruction sign, street name and sign or other sign, which has been erected by the City. The Contractor shall contact Signs and Marking Division, TPW(Phone 871-7738). All concrete flared surfaces shall be colored with LITHOCHROME color hardener as manufactured by L-M. Scofield Company or equal. The color hardener shall be brick red color and dry-shake type, and shall be used in accordance with manufacturers instructions. "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specification. The sample, upon approval by the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this pay item. The method of application shall be by screen, sifter, sieve or other means in order to provide for a uniform color distribution." 60. PAY ITEM—REMOVE AND REPLACE FENCE: (OMITTED) 61. PAY ITEM—STANDARD 7" CURB AND 18" GUTTER: All provisions of Standard Specification No. 502 'Concrete Curb and Gutter' shall apply except as modified herein: Subsidiary to the unit price bid per linear foot shall be the following: a. A minimum of 5" or greater as required depth of stabilized subgrade properly compacted under the proposed curb and gutter as shown in the construction details. b. If the Contractor fails to backfill either in from of the gutter or behind the curb within seven (7)calendar days of pouring the curb and gutter, the amount paid for the curb and gutter shall be reduced by 25% until the backfill operation is complete. Standard Specifications Item No. 502, shall apply except as herein modified. Concrete shall have minimum compressive strength of three thousand (3,000) pounds per square inch in twenty-eight(28) days. The quantity of mixing water shall not exceed seven (7) gallons per sack(94 lbs.)of Portland 10/27/04 SP-22 Cement_ The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5)sacks of cement per cubic yard of concrete is required. 62. PAY ITEM—REMOVE AND RECONSTRUCT MAILBOXES 1 MISCELLANEOUS: (OMITTED) 63. PAY ITEM—BORROW: (OMITTED) 64. PAY ITEM—CEMENT STABILIZED SUBGRADE: All applicable provisions of Item 214, 'Portland Cement Treatment' shall apply. The price bid per square yard for thicknesses of"CEMENT STABILIZED SUBGRADE" as shown in the Proposal will be full payment for all labor, equipment, tools and incidentals necessary to complete the work. 65. PAY ITEM--CEMENT STABILIZATION: All applicable provisions of Item 214, 'Portland Cement Treatment`shall apply. The price bid per ton for"CEMENT STABILIZATION"as shown in the Proposal will be full payment for materials necessary to complete the work. 66. PAY ITEM— NEW 7"CONCRETE VALLEY GUTTER: This item shall include the construction of concrete valley gutters at various locations to be determined in field. Removal of existing, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concrete valley gutter details shall be subsidiary to this Pay Item. See standard specification Item No. 314", Concrete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-half of Valley gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7)calendar days. 67. PAY ITEM—STORM DRAIN INLETS: An alternative method of construction for these items will be"Pre-Cast" manholes and inlets. If the Contractor desires to use this method, he must submit details for the construction to the Transportation and Public Works Department fore review and approval if said details are acceptable. The Pre-Cast construction must be equal or superior to the strength requirements for this item as set out in Item 444, "Manholes and Inlets" and said construction shall be in compliance with all other requirements of Item 444 where applicable. 68. PAY ITEM—TRENCH EXCAVATION AND BACKFILL FOR STORM DRAIN: Work under this item includes all the proposed excavation and backfill in the project area and the necessary fill area. Payment will be made for the quantity of earth excavated/backfilled. The placing of fill shall be subsidiary to the trench excavation/backfill price. Excess material which is obtained from 10/27/04 SP-23 excavating the trench shall be used for fill placement subject to the provisions of Item 114 of the City of Fort Worth Standard Specifications. All excavated material which is unacceptable as fill material shall become the property of the Contractor to be hauled off the site and disposed of properly. Unacceptable material shall be, but not limited to: rocks, concrete, asphalt, debris, etc. The cost for removal and disposal of unacceptable material shall be subsidiary to the unit prices. 69. PAY ITEM -STORM WATER POLLUTION PREVENTION (FOR DISTURBED AREAS EQUAL TO OR GREATER THAN 1 ACRE): PERMIT: As defined by Texas Commission on Environmental Quality (TCEQ) regulations, a Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required for all construction activities that result in the disturbance of one to five acres (Small Construction Activity) or five or more acres of total land (Large Construction Activity). The Contractor is defined as an'operator" by state regulations and is required to obtain a permit. Information concerning the permit can be obtained through the Internet at http://www.tnrec.state.tx.us/permitting/water perm/wwperm/construct.html. Soil stabilization and structural practices have been selected and designed in accordance with North Central Texas Council of Governments Best Management Practices and Erosion Control Manual for Construction Activities (BMP Manual). This manual can be obtained through the Internet at www.dfwstormwater_com/runoff:html. Not all of the structural controls discussed in the BMP Manual will necessarily apply to this project. Best Management Practices are construction management techniques that, if properly utilized, can minimize the need for physical controls and possible reduce costs. The methods of control shall result in minimum sediment retention of not less than 70%. NOTICE OF INTENT (NOI): If the project will result in a total land disturbance equal to or greater than 5 acres, the Contractor shall sign at the pre-construction meeting a TCEQ Notice of Intent (NOI) form prepared by the engineer. It serves as a notification to the TCEQ of construction activity as well as a commitment that the Contractor understands the requirements of the permit for storm water discharges from construction activities and that measures will be taken to implement and maintain storm water pollution prevention at the site. The NOI shall be submitted to the TCEQ at least 48 hours prior to the Contractor moving on site and shall include the required $100 application fee. The NOI shall be mailed to: Texas Commission on Environmental Quality Storm Water&General Permits Team; MC-228 P.O. Box 13087 Austin,TX 78711-3087 A copy of the NOI shall be sent to: City of Fort Worth Department of Environmental Management 5000 MLK Freeway Fort Worth,TX 76119 NOTICE OF TERMINATION SNOT): For all sites that qualify as Large Construction Activity, the Contractor shall sign, prior to final payment, a TCEQ Notice of Termination (NOT) form prepared by the engineer. It serves as a notice that the site is no longer subject to the requirement of the permit. The NOT should be mailed to: Texas Commission on Environmental Quality Storm Water&General Permits Team; MC-228 P.O. Box 13087 Austin, TX 78711-3087 10/27/04 SP-24 r STORM WATER POLLUTION PREVENTION PLAN (SWPPP): A document consisting of an erosion control and toxic waste management plan and a narrative defining site parameters and techniques to be employed to reduce the release of sediment and pollution from the construction site. Five of the project SWPPP's are available for viewing at the plans desk of the Department of Engineering. The selected Contractor shall be provided with three copies of the SWPPP after award of contract, along with unbounded copies of all forms to be submitted to the Texas Commission on Environmental Quality. LARGE CONSTRUCTION ACTIVITY — DISTURBED AREA EQUAL TO OR GREATER THAN 5 ACRES: A Notice of Intent (NO[) form shall be completed and submitted to the TCEQ including payment of the TCEQ required fee. A SWPPP that meets all TCEQ requirements prepared by the Engineer shall be prepared and implemented at least 48 hours before the commencement of construction activities. The SWPPP shall be incorporated into in the contract documents. The Contractor shall submit a schedule for implementation of the SWPPP. Deviations from the plan must be submitted to the engineer for approval. The SWPPP is not warranted to meet all the conditions of the permit since the actual construction activities may vary from those anticipated during the preparation of the SWPPP. Modifications may be required to fully conform to the requirements of the Permit. The Contractor must keep a copy of the most current SWPPP at the construction site. Any alterations to the SWPPP proposed by the Contractor must be prepared and submitted by the Contractor to the engineer for review and approval. A Notice of Termination (NOT) form shall be submitted within 30 days after final stabilization has been achieved on all portions of the site that is the responsibility of the permittee, or, when another permitted operator assumes control over all areas of the site that have not been finally stabilized. SMALL CONSTRUCTION ACTIVITY - DISTURBED AREA EQUAL TO OR GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES. Submission of a NOI form is not required. However, a TCEQ Site Notice form must be completed and posted at the site. A copy of the completed Site Notice must be sent to the City of Fort Worth Department of Environmental Management at the address listed above. A SWPPP, prepared as described above, shall be implemented at least 48 hours before the commencement of construction activities. The SWPPP must include descriptions of control measures necessary to prevent and control soil erosion, sedimentation and water pollution and will be included in the contract documents. The control measures shall be installed and maintained throughout the construction to assure effective and continuous water pollution control. The controls may include, but not be limited to, silt fences, straw bale dikes, rock berms, diversion dikes, interceptor swales, sediment traps and basins, pipe slope drain, inlet protection, stabilized construction entrances, seeding, sodding, mulching, soil retention blankets, or other structural or non-structural storm water pollution controls. The method of control shall result in a minimum sediment retention of 70% as defined by the NCTCOG "BMP Manual." Deviations from the proposed control measures must be submitted to the engineer for approval. PAYMENT FOR SWPPP IMPLEMENTATION: Payment shall be made per lump sum as shown on the proposal as full compensation for all items contained in the project SWPPP. FOR DISTURBED AREAS LESS THAN 1 ACRE, PART D -SPECIAL CONDITIONS -40 SHALL BE APPLICABLE. 70. PAY ITEM—CRUSHED LIMESTONE FOR DRIVEWAY TRANSITIONS: { The Contractor shall lay a minimum of 6" thick crushed limestone 2' in length for driveway transitions consisting of dirt to concrete. 71. PAY ITEM — PAINT REPLACEMENT OF EXISTING STANDARD AND SPECIALTY PAINTED CURB ADDRESS LABELS: This item will govern the installation of curb address labels. Approved curb address labels shall be provided for all new and existing driveways. 10/27/04 SP-25 All address numbers and/or letters must be applied only by brush or roller onto the curb with oil alkyd paint and have glass beads broadcasted into the wet paint to produce a reflective quality. SPRAY PAINTING IS PROHIBITED. Curb address labels shall be applied only during daylight hours. All numbers and/or letters shall be painted onto the curb using the Arial font. Legible numbers and/or letters shall be a standard four(4) inches in height with a one-half(1/2) inch stroke and a three-quarter (3/4) inch space between the numbers and/or letters. The City of Fort Worth applicable curb address numbers and/or letters shall be painted on the curb adjacent to the beginning of the curb radius of the driveway approach on the side closest to the center of the property. The numbers and/or letters shall be applied in a position as to be plainly visible and legible from the street_ The color of the address numbers and/or letters must be white placed on a black background which extends three-quarters(3/4) of an inch in all directions on all sides of the numbers and/or letters. The price bid per each for"PAINT REAPLACEMENT OF EXISTING STANDARD and SPECIALTY PAINTED CURB ADDRESS LABELS'at each location, as prescribed above, complete in accordance with these specifications, will be paid for at the unit bid price for each. The bid price per curb address label will include all required materials, tools/equipment, labor, and incidentals necessary to complete the work. 72. PAY ITEM--CERAMIC TILE STREET NAMES: At all locations where they currently exist, the contractor will install ceramic tile street name signs integral to the proposed curb. Prior to removal, the contractor shall note the placement and pattern of the tiles and install the new street name to match the existing. The tiles provided shall be porcelain ceramic mosaic tiles. Tiles shall be impervious, stain proof, dent proof, and frost proof_ Tiles are to by 1"x 1". When finished, the tile surface shall be flush with the face of curb. The price bid per each for"CERAMIC TILE STREET NAMES" as shown in the proposal will be full payment for all materials, labor, equipment, tools and incidentals necessary to completer the work. Any work considered to be defective by the Engineer that needs to be corrected or completely removed and replace shall be considered subsidiary to this item. 73. PRE BID ITEM- PROJECT DESIGNATION SIGN: The Contractor shall construct and install two (2) Project Designation Signs and it will be the responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction: Maintenance will include painting and repairs as directed by the Engineer. It will be the responsibility of the Contractor to have the individual project signs lettered and painted in accordance with the enclosed detail. The quality of the paint, painting and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail, The sign shall be constructed of 1/" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support and maintenance shall be to the satisfaction of the Engineer. The unit price bid per each will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 74. PRE BID ITEM- UTILITY ADJUSTMENT: This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to street improvements to water, sanitary sewer and natural gas service lines and appurtenances where such service lines and appurtenances 10/27/04 SP-26 are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the "Contractor" responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. 75. PRE BID ITEM- TOP SOIL: The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area and do not include deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable material is either not available on the job or cannot reasonably be stored on-site. Payment will be made on the basis of loose truck volume (full truck with sideboards up)tickets and material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may be substantially less than the proposal quantities listed. 76. PRE BID ITEM - ADJUST WATER VALVE BOX: Contractor will be responsible for adjusting water valve boxes to match new pavement grade. The water valves themselves will be adjusted by City of Fort Worth Water Department forces. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 77. PRE BID ITEM - MANHOLE ADJUSTMENT: This item shall include adjusting the tops of existing and/or proposed manholes to match proposed grade as shown on the plans or as directed by the Engineer. Standard Specification Item No. 450 shall apply except as follows: Included as part of this pay item shall be the application of a cold-applied preformed flexible butyl rubber or plastic sealing compound for sealing interior and/or exterior joints on concrete manhole sections as per current City Water Department Special Conditions. 78. PRE BID ITEM- ADJUST WATER METER BOX: This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for existing boxes,which are within 0.1' of specified parkway grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 79. NON-PAY ITEM - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided for shall be removed under this item in accordance with Standard Specification Item 102, "Clearing and Grubbing." However, no direct payment will be made for this item and it shall be considered incidental to this contract. i 80. NON-PAY ITEM -SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered incidental to this contract. 10/27/04 SP-27 81. NON-PAY ITEM-PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored after completion of the work to a condition equal or better than existed prior to start of work_ By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal or root pruning) can be done on trees or shrubs growing on public property including street rights-of-way and designated alleys. This permit can be obtained by calling the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture_ Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due to the Contractor by the City_ To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. 82. NON-PAY ITEM- CONCRETE COLORED SURFACE: Concrete wheelchair ramp surfaces, excluding the side slopes and curb, shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener manufactured by L.M. Scofield Company or equal, shall be used in accordance with manufacturers instructions. Contractor shall provide a sample concrete panel of one foot by one foot by three inches dimension, or other dimension approved by the Engineer, meeting the aforementioned specifications. The sample, upon approval of the Engineer, shall be the acceptable standard to be applied for all construction covered in the scope of this Non-Pay Item. No direct payment will be made for this item and it shall be considered incidental to this contract. The method of application shall be by screen, sifter, sieve, or other means in order to provide for a uniform color distribution. 83. NON-PAY ITEM- PROJECT CLEAN-UP- The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment(and all subsequent payments until completed)of the appropriate bid item(s)will be reduced by 25%. Final cleanup work shall be done for this project as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. 84. NON-PAY ITEM- PROJECT SCHEDULE: Contractor shall be responsible for producing a project schedule at the pre-construction conference. This schedule shall detail all phases of construction, including project clean up, and allow the Contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin until said schedule has been received and approval secured from the Construction 10/27/04 SP-28 f Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this contract. 85. NON-PAY ITEM - NOTIFICATION OF RESIDENTS: In order to cut down on the number of complaints from residents due to the dust generated when saw- cutting joints in concrete pavement, the Contractor shall notify residents, in writing, at least 48 hours in advance of saw-cutting joints during the construction of paving projects. All costs involved with providing such written notice shall be considered subsidiary to this contract. 86. NON-PAY ITEM - PUBLIC NOTIFICATION PRIOR TO BEGINNING CONSTRUCTION: Prior to beginning construction on any block in the project, the Contractor shall, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: The notification notice or flyer shall be posted seven (7) days prior to beginning any construction activity on each block in the project area. The flyer shall be prepared on the Contractor's letterhead and shall include the following information: Name of Project, DOE No., Scope of Project (i.e. type of construction activity), actual construction duration within the block, the name of the Contractor's foreman and his phone number, the name of the City's inspector and his phone number and the City's after-hours phone number.A sample of the `pre-construction notification'flyer is attached. The Contractor shall submit a schedule showing the construction start and finish time for each block of the project to the inspector. In addition, a copy of the flyer shall be delivered to the City Inspector for his review prior to being distributed. The Contractor will not be allowed to begin construction on any block until the flyer is delivered to all residents of the block. An electronic version of the sample flyer can be obtained from the construction office at 871-8306. All work involved with the pre-construction notification flyer shall be considered subsidiary to the contract price and no additional compensation shall be made. 87. NON-PAY ITEM --PRE-CONSTRUCTION NEIGHBORHOOD MEETING: After the pre-construction conference has been held but before construction is allowed to begin on this project a public meeting will be held at a location to be determined by the Engineer. The Contractor, inspector, and project manager shall meet with all affected residents and present the projected schedule, including construction start date, and answer any construction related questions. Every effort will be made to schedule the neighborhood meeting within the two weeks following the pre- construction conference but in no case will construction be allowed to begin until this meeting is held. 88. NON-PAY ITEM- WASHED ROCK: All washed rock used for embedment or backfill or as otherwise directed by the Engineer shall washed, crushed stone and shall meet the following gradation and abrasion: (Actual washing not required if gradation is met) ` Sieve Size % Retained 1. 0-10 112" 40-75 318" 55-90 #4 90-100 #8 95-100 Los Angeles Abrasion Test: 50% Maximum wear per A.S.T.M. Designation C-131. 10/27/04 SP-29 89. NON-PAY ITEM—SAWCUT OF EXISTING CONCRETE: When existing concrete or H.M.A.C. is cut, such cuts shall be made with a concrete saw. The Contractor may break out curb and gutter to the nearest joint if he chooses. All sawing shall be subsidiary to the unit cost of the respective item. 90. NON PAY ITEM-- LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: The Contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the recycling process commences for a particular street. The Contractor shall attempt to include the construction engineer(if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum to two(2)working days before recycling begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the Contractor's responsibility to notify the utility companies that he has commenced work on the project. As the recycling is completed (within the same day)the Contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the Contractor shall notify the utilities of this completion and indicate that start of the next one in order for the utilities to adjust facilities accordingly. The following are utility contact persons: Company Telephone Number Contact Person Southwestern Bell Telephone (817) 338-6275 "Hot Line" Texas Utilities (817) 336-9411 ext. 2121 Mr. Roy Kruger Lone Star (817) 336-8381 ext. 372 Mr. Jim Bennett Of course, under the terms of this contract, the Contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five(5)working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the recycling operation by the Construction Engineer. The Contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the Contractor shall be figured subsidiary to this contract. 91. NON PAY ITEM—TIE IN INTO STORM DRAIN STRUCTURE: The cost for making lateral tie-ins to the storm drain structure shall be subsidiary to the bid price for the respective lines. 92. NON PAY ITEM—SPRINKLER HEAD ADJUSTMENT: The adjustment andlor relocation of sprinkler heads encountered shall be paid for under utility adjustment in the proposal section. No other compensation will be provided. . 93. NON PAY ITEM- FEE FOR STREET USE PERMITS: A fee for street use permits is in effect. The fees are as follows: The street permit fee is$50.00 per permit with payment due at the time of permit application. Payment by the Contractor for all street use permits shall be considered subsidiary to the contract cost and no additional compensation shall be made. 94. NON PAY ITEM-_TEMPORARY EROSION. SEDIMENT AND WATER POLLUTION CONTROL FOR DISTURBED AREAS LESS THAN 1 ACRE): A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control 10/27/04 SP-30 a measures shall at no time be used as a substitute for the permanent control measure unless otherwise directed by the engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dames, berms, sediment basins, fiber mats,jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIRMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface are of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water course, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil- erosion-control measures shall be performed as directed by the Engineer. 1. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossing are necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. 3. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. 4. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not part of the finished work. 5. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. E. SUBMITTAL: Prior to the start of the applicable construction, the Contractor shall submit for ` approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. F. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. 10/27/04 SP-31 95. NON PAY ITEM -TRAFFIC CONTROL: The Contractor will be required to obtain a "Street Use Permit"prior to starting work. As part of the"Street Use Permit"a traffic control plan is required. The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the"Latest Edition Texas Manual on Uniform Traffic Control Devices for Streets and Highways"issued under the authority of the"State of Texas Uniform Act Regulating Traffic on Highways,"codified as Article 6701d Vernon's Civil Statutes, pertinent sections being Section Nos.27,29,30 and 31. A traffic control plan shall be submitted for review to Mr. Charles R. Burkett, City Traffic Engineer at (817) 392-8712, at the pre-construction conference_ Although work will not begin until the traffic control plan has been reviewed, the Contractor's time will begin in accordance with the time frame established in the Notice to the Contractor. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign, which has been erected by the City. if it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department, Signs and Markings Division, (Phone Number 871-7738)to remove the sign. In the case of regulatory signs,the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. Work shall not be performed on certain locations/streets during "peak traffic periods" as determination by the City Traffic Engineer and in accordance with the applicable prevision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance: Work Areas." 10/27/04 SP-32 y (To be printed on Contractor's Letterhead) Date: DOE No: PROJECT NAME: Water/Sanitary Sewer and Paving/Storm Drain Improvements for: MAPSCO LOCATION: LIMITS OF CONST.: Estimated Duration of Construction on your Street : days I THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL <REPLACE WATER -' AND/OR SEWER LINES - RECONSTRUCT THE STREETS ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS ' FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRA,CTOR'S SUPERINTENDENT> AT<TELEPHONE NO.> OR Mr. <CFFY INSPECTOR>AT<TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL 871-7970 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL. 10/27/04 SP-33 k[§ - / w ■ z 0 0 - \ \ |m ) \ / / on IV - ( / § - \ to 0 § 7 . 4;ƒ i ( - .—L—.. }\ ------------------------------------- _ # ■ - §r ------------------- - ®G . � — ■ i \� \ \ j\ ... .---- —. _-- — \ \% { n _ _ a _ cn A w N s w ? W N ; O w allo V w w A w N 0 i6 m �f m [T A W N O °0 V m rn A W N -• m O M Z W_ Z N 1 m _ _ m v v Z m W co mcc A m ((00 V cn W 0) m A N m r cn. w cn w m O - � Z C0 m N p CL G N 1 w N m 6 V V 61 CD N W A A o o .� 01 O V A A N N N a N N O ^ fnl V V (n N L] W LO m •� a N �- V fD Cf1 W n a z m c Z V W A m N w V m W A V O (A N U N A m m � N Q D N m � W N — nA.a A N _ N � 2. 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N 0 - 13 - STANDARD DETAILS (T/PW DEPARTMENT) 2006 PREVAILING WAGES FOR CONSTRUCTION PROJECTS PROJECT DESIGNATION SIGN 4'-0" PMS-288 1� 4 42, FoRTWdRTH 6z PARS-167 3„ L: Project Title 1 3” 2N LINE --T 4 -0 5,> IF NECESSARY 12 Contractor: ,» 22TContractor's Names 72 12"T Scheduled Completion Date 7t , ., 12 Year 2 5" 1 " FONTS: FORT WORTH LOGO = CHELTINGHAM BOLD ALL OTHER LETTERING = ARIAL BOLD LOGO COLORS: FORT WORTH - PMS 288 LONGHORN LOGO- PMS 167 PROJECT DESIGNATION SIGN LETTERING- PMS 288 BACKGROUND-WHITE CITY OF FORT WORTH-CONSTRUCTION STANDARD BORDER- BLUE DRAWING NO. DATE. 9-20-02 L U O I U N z o aix fy o¢f O S- a 0 OZO 0 LO v N F-- Cq z0 ¢�� Q w fr W in O LLJ F- L Lo LU cn w-- a u QOof Z WM'1 O WO O Z U}Z Of LLI liz z ZL.�<a W y O X W LLI W W D Q ZU V) �v Q Q i n fy gzz U Q of W m o `CIL LL. C' LLd R v °- � J LUL' CL LL- CL Z W Z� Z �M v 'O '" '', \� Lj Yn LxLI Q O Q z Q cr LLI T Z .rN �fOC] ._. 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W W Q� z M U U 3t L, Y 0U < 0o¢0oa X Vy d (L rt Q fn to Li m W W Q - N vi Z 00 � N . J Q N a U) Q i � Z M -NIN .5 L W � � E-4 O to CC) C/D 'NIN .5 ww •Niro ,s H�D L) [4 _ C] aE- � p� o E- L) � w �U2 a �wz f W:3::z � do i NOTE: GUTTER TO BE SHAPED TO / CONFORM WITH CONCRETE VALLEY (OR PAVEMENT) a EXPANSION �� EXPANSION JOINTS A / G� JOINTS �O= o / INTERSECTING VALLEY — � _ — — — PLAN VIEW i #3 BARS @ 1", OR AS DIRECTED _ i$" O.C.B.W. �Y THE ENGINEER 1 4" MIN. 7" (OR EQUAL TO ADJOINING PVMNT. DEPTH) (RESIDENTIAL STREETS) SECTION A-A THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE TRANSITION SECTION THE TOP 7" OF THE PAVEMENT WITH THE REMAINING (FOR VALLEYS CROSSING MAJOR STREETS) PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT, IN ACCORDANCE WITH THE DISTANCE FROM CROWN TYPICAL PAVING SECTION. THE CONCRETE VALLEY WILL OF DIP BE GOVERNED ACCORDING TO CITY STANDARDS FOR CONCRETE CURB & GUTTER. THE CONCRETE SHALL 0' 0.000' CONSIST OF WASHED AND SCREENED AGGREGATE WITH A MINIMUM OF FIVE (5) SACKS OF CEMENT PER CUBIC 5' 0.041 YARD OF CONCRETE IN PLACE WITH A MIN_ FLEXURAL 10' 0 083 STRENGTH OF 550 POUNDS PER SQUARE INCH AT SEVEN DAYS WITH CENTER LOADING. 20' 0.208' 30' 0.333' NOTE: THIS DRAWING DUPLICATES 40' 0.455 DRAWING C-1066--R. 50' 0.500' t CITY OF FORT WORTH, TEXAS DATE: 09/2004 CONCRETE VALLEY GUTTER STR-422 City of Fort WorUl Highway (Heavy) Construction Prevaili"S Wage Rates For 2006 Classifications Hour! Rates Classifications Hrly Rts E Air Tool Operator $10.06 Scraper Operator $11.42 Asphalt Raker $11.01 Servicer $12.32 Asphalt Shoveler $8.80 Slip Form Machine Operator $12.33 Asphalt Distributor Operator $13.99 Spreader Box Operator $10.92 Asphalt Pavin Machine Operator $12.78 Tractor operator, Crawler Type $12.60 Batching Plant Weigher $14.15 Tractor operator, Pneumatic $12.91 Broom or Sweeper Operator $9.88 Traveling Mixer Operator $12.03 Bulldozer operator $13.22 Truck Driver-Single Axle(Light) $10.91 Carpenter Rou h $12.80 Truck Driver-Single Axle(Heavy) $11.47 Concrete Finisher- Paving $12.85 Truck Driver-Tandefn Axle Semi-Trailer $11.75 Concrete Finisher-Structures $13.27 Truck Driver-Lowboy/Float $14.93 Concrete Paving Curbing Mach. O er. $12.00 Truck Driver-Transit Mix $12.08 Wagon Drill, Boring Machine, Post Hole Concrete Paving Finishing Mach. O er. $13.63 Driller $14.00 Concrete Paving Joint Sealer O er. $12.50 Welder $13.57 Concrete Paving Saw O er. $13.56 Work Zone Barricade Servicer $10.09 Concrete Paving Spreader O er. $14.50 Concrete Rubber $10.61 Crane, Clamshell, Backhoe, Derrick, Dra line, Shovel $14.12 Electrician $18.12 Fla er $8.43 Form Builder-Structures $11.63 Form Setter- Paving & Curbs $11.83 Foundation Drill Operator, Crawler Mounted $13.67 Foundation Drill Operator, Truck Mounted $16.30 Front End Loader $12.62 Laborer-Common $9.18 Laborer- Utility $10.65 Mechanic $16.97 Milling Machine Operator, Fine Grade $11.83 Mixer Operator $11.58 Motor Grader Operator Fine Grade $15.20 Motor Grader Operator, Rough Oiler $14.50 Painter, Structures $13.17 Pavement MarKLnq Machine O er_ $10.04 Pipe Layer $11.04 Roller, Steel Wheel Plant-Mix Pavements $11.28 Roller, Steel Wheel Other Flatwheel or Tamping $10.92 Roller, Pneumatic, Self-Propelled Scraper $11.07 + Reinforcing Steel Setter(Paving) $14.86 f Reinforcin Steel Setter Structure $16.29 City of Fort Woti Building & Construction Trades Provailing Wage Fates For 2006 lassifications Hourly Rates Classifications Hourly Rates it Conditioning Mechanic $17.55 Sheetrock Hanger $13.37 I t ConditioningMechanic Helper $10.74 Sheetrock Hanger Helper $9.48 coustic Ceiling Installer $14.26 Sprinkler System Installer $17.86 Acoustic Ceiling Installer Helper $10.53 Sprinkler System Installer Helper $13.33 Bricklayer/Stone Mason $1.9.29 Steel Worker Structural $16.20 Bricklayer/Stone Mason Helper $13.07 Steel Worker Structural Helper $11.71 Carpenter $15.76 Welder $15.88 ar enter Helper $11.69 Welder Helper $11.25 oncrete Finisher $14.29 oncrete Finisher Helper $10.09 oncrete Form Builder $12.16 Concrete Form Builder Helper . $8.81 DDLwall Taper $13.25 Drywall Taper Helper $8.00 Electrician Journeyman $19.79 Heayy Equipment Operators Hourly Rates Crane, Clamshell, Backhoe, Electrician Helper $12.95 Derrick, Dra line, Shovel $16.07 Electronic Technician $20.06 Forklift Operator $12.62 Electronic Technician Helper $12.27 Foundation Drill Operator $17.55 loon 1_a er(Carpet) $15.17 Front End Loader Operator $13.27 Floor Layer Resilient $15.94 Truck Driver $12.66 ti Floor Layer Helper $11.00 lazier $14.35 lazier Helper $10.32 nsulator Pie $15.05 Insulator Helper Pie $10.12 aborer Common $9.21 aborer Skilled $11.59 ather $15.94 ather Helper $11.12 Metal Building Assembler $14.29 Metal Building Assembler Helper $9.33 Painter $12.86 Painter Helper $8.66 Pi efitter $18.22 Pi efitter Helper $12.90 lasterer $16.16 Plasterer Helper $9.98 Reinforcing Steel Setter $13.00 Roofer $15.33 Roofer Helper $10.24 Sheet Metal Worker $15.73 Sheet Metal Worker Helper $10.53 r - I4 - CERTIFICATE OF INSURANCE COMPLIANCE WITH AND ENFORCEMENT OF PREVAI LING WAGE LAWS CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW CONFLICT OF INTEREST DISCLOSURE REQUIREMENTS AND QUESTIONNAIRE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CITY CONTRACT TM CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY) 8/17/2006 PRODUCER (817)336-8520 FAX (817)336-6501 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Tucker Agency, Ltd. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE S HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 2285 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Fort Worth TX 76113 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:AMeri.SUre Insurance Co. STABILE & WINN, INC.' INSURER B: PO BOX 79380 INSURER : INSURER D: SAGINAW TX 761790380 INSURERS: COVERAGES THE POLICIES OF INSURANCE LISTED 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 CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR INSRD TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE MMIDDIYY LIMITS A GENERAL LIABILITY CPP 2030252 01 6/28/06 6/28/07 EACH OCCURRENCE $ 1,000,000 X CORENTED MMERCIALGENERAL LIABILITY PREMSESOEaocccurrence $ 300,000 CLAIMS MADE Ex_1 OCCUR MED EXP An oneperson) $ 10,000 PERSONAL&ADV INJURY $ 1.000,000 GENERAL AGGREGATE $ 2,000.000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICYX JEGT LOC A AUTOMOBILE LIABILITY CA 2030251 01 6/28/06 6/28/07 COMBINED SINGLE LIMIT X ANY AUTO (Eaaccidenl) $ 1,000,000 _ ALL OWNED AUTOS BODILY INJURY $ SCHEDULEDAUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHERTHAN EAACC $ AUTO ONLY: AGG $ A EXCESSIUMBRELLALIABILITY CV 2030253 01 6/28/06 6/28/07EACH OCCURRENCE $ 2,000,000 X OCCUR CLAIMS MADE AGGREGATE $ 2,000,000 DEDUCTIBLE $ RETENTION $ $ ' A WORKERS COMPENSATION AND VAC 2030255 01 6/28/06 6/28/07 X TORYLIMI7S AER EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNFRIEXECUTIVE F.L.EACH ACCIDENT $ 110001000 OFFIGERJMEMBER EXCLUDED? 11000,000 E.L.DISEASE-SA EMPLOYEE$ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHiCLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS Re: 2004 Capital Improvement Projects Year 2 Group 1 Daisy Ln., N. Chandler Ave., Goldenrod Ave., N. Chandler Dr., Honeysuckle Ave., Marigold Ave. -- City of Fort Worth, its officials, employees and servants are additional insured where required by contract. Waiver of subrogation in favor of City of Fort Worth where required by contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Fort Worth EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL l Contract Administrator 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 1000 Throckmorton Street FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE Fort Worth, TX 76102 INSURER,ITS AGENTS OR REPRESENTATIVES. FT UTHORIZED REPRESENTATIVE obin Tucker/CS `` ° `J" ACORD 25(2001108) O ACO RD CORPORATION 1988 -INS025(oto8).o5 ELECTRONIC LASER FORMS,ING.-(800)327-0545 Page 1 of 2 CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A. Labor Code §406.96 (2000), as amended, Contractor certifies that it provides workers' compensation insurance coverage for all of its employees employed on City of Fort Worth Department of Engineering No. 4697 and City of Fort Worth Project No_ 00149. CONTRACTOR STABILE &WINN, INC By: Name: � �� ��1flo Title: VI t.r- Date: 4id a, 7,13 77,00 b ---- STATE OF TEXAS § COUNTY OF TARRANT § Before me, the undersigned authority, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of STABILE & WINN,_ INC for the purposes and consideration therein expressed and in the capacity therein stated. Given Under My Hand and Seal of Office this 02<9 day of 6- , 20.6 nryt NPublic in aA for the State of Texas ALVA N ,,,L ,-L i (Votary P-J"Ic STATE OF Tim 'r~.3 i _ •- , My Cornet. Exp.J1J:.Pr-: 0 I CONFLICT OF INTEREST DISCLOSURE REQUIREMENT Pursuant to Chapter 176 of the Local Government Code, any person or agent of a person who contracts or seeks to contract for the sale or purchase of property, goods, or services with a local governmental entity(i.e_ The City of Fort Worth) must disclose in the Questionnaire Form CIQ ("Questionnaire")the person's affiliation or business relationship that might cause a conflict of interest with the local governmental entity. By law,the Questionnaire must be filed with the Fort Worth City Secretary no later than seven days after the date the person begins contract discussions or negotiations with the City,or submits an application or response to a request for proposals or bids, correspondence, or another writing related to a potential agreement with the City. Updated Questionnaires must be filed in conformance with Chapter 176. A copy of the Questionnaire Form CIQ is enclosed with the submittal documents. The form is also available at http://www.ethics.state.tx.us/forms/CIQ. d If you have any questions about compliance, please consult your own legal counsel. Compliance is the individual responsibility of each person or agent of a person who is subject to the filing requirement. An offense under Chapter 176 is a Class C misdemeanor. l CONFLICT OF INTEREST QUESTIONNAIRE FORM CIO For vendor or other person doing business with local governmental entity 17 This questionnaire is being tiled in accordance with chapter 176 of the Local oFFICEUspoNLY Government Code by a person doing business with the governmental entity. Date Received By law this questionnaire must be filed with the records administrator of the local government not later than the 7th business day after the date the person becomes aware of facts that require the statement to be filed. See Section 176.006, Local Government Code. A person commits an offense if the person violates Section 176.006, Local Government Code.An offense under this section is a Class C misdemeanor. 1J Name of person doing business with local governmental entity. 2 Check this box if you are filing an update to a previously filed questionnaire. { (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than September 1 of the year for which an activity described in Section 176.006(a), Local Government Code, is pending and not later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.) 3 Describe each affiliation or business relationship with an employee or contractor of the local governmental entity who makes recommendations to a local government officer of the local governmental entity with respect to expenditure of money. r 4 - Describe each affiliation or business relationship with a person who is a local government officer and who appoints or employs a local government officer of the local governmental entity that is the subject of this questionnaire. �-t o 1,-A Amended 0111312006 C®WFLIGT OF IHTr—PF=ST QUESTIOHNAIRE FORM LIQ For vendor or other person doing business with local governmental entity Page 2 5 Name of local government officerwith whom filer has affilitation or business relationship. (Complete this section only if the answer to A,B,or C is YES.) This section, item b including subparts A, B, C & D, must be completed for each officer with whom the filer has affiliation or business relationship. Attach additional pages to this Form CIQ as necessary. A. is the local government officer named in this section receiving or likely to receive taxable income from the filer of the questionnaire? El Yes No B. is the filer of the questionnaire receiving or likely to receive taxable income from or at the direction of the local government officer named in this section AND the taxable income is not from the local governmental entity? Yes ®'No C. Is the filer of this questionnaire affiliated with a corporation or other business entity that the local government officer serves as an officer or director, or holds an ownership of 10 percent or more? Yes D. Describe each affiliation or business relationship. ' 6 Describe any other affiliation or business relationship that might cause a conflict of interest. 7 i �V1c�. ,��svF=►vl� rsigna tu person doing business wish the governmental entity Date Amended 0111312006 Bond #PRF08848788 r' PERFORMANCE BOND THE STATE OF TEXAS § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Colonial American Casualty and Surety Company and Fidelity ' ex�osit Company of That we (1) STABILE & WINN, INC as Principal herein., and (2) MarVlandDafid _ , a corporation organized under the laws of the State of(3) Maryland , and who is authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,Texas,Obligee herein,in the sum of: + ONE MILLION NINE HUNDRED FORTYFOUR THOUSAND TWO HUNDRED FIFTY THREE. .051100 ($1,914,253.05)Dollars for the payment of which sum we bind ourselves, our heirs,executors,administrators, sticcessors and assigns,jointly and severally,fn-mAy by these presents. } WHEREAS, Principal has entered into a certain contract with the Obligee dated the 15 of AUGUST, } 2006 a copy of which is attached hereto and made a part hereof, for the construction of- PAVEMENT fPAVEMENT RECONSTRUCTION and WATER and SANITARY SEWER REPLACMENT on PORTIONS of NORTH CHANDLER DRIVE,DAISY LANE,HONEYSCKLE AVENUE_,GOLDENROD AVENUE and MARIGOLD AVENUE i 1 NOW THEREFORE, the condition of this obligation is such, if the said Principle shall faithfully perform the work in accordance with the plans, specifications, and contract documents and shall fully indemnify and hold harmless the Obligee from all costs and damages which Obligec may suffer by reason of Principal's default, and ` reimburse and repay Obligee for all outlay and expense that Obligec may incur in making good such default, then this obligation shall be void;otherwise,to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of such statute,to the same extent as if it were copied at length herein. M } IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED ibis 15of AUGUST, 2006. i f t f F f r t I ATTESTO STABILE&WINN,INC (Principal) Secretary PRINCIPAL(4) BY: 4 f Ti rr Henderson Vice-President r (SEAL) PO BOX 79380 f FORT WORTH,TEXAS 76179 Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland Witness as to Principal urety Address B ATTEST: -n-fact)(5) racy Tucker (Surety)Secretary P 0 Box 2285 Ft Worth, TX 76113 (Address) (SEAL) NOTE: Date of Bond must not be prior to date of Contract -"s j (1) Correct Name of Contractor (2) Correct name of Surety (3) State of incorporation of Surety Telephone number of surety must be stated. In addition,an original copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. The date of bond shall not be prior to date of Contract. Witness as to Surety y P 0 Box 2285 Ft Worth, TX_ 76113 i (Address) f I k Bond #PRF08848788 a f a PAYMENT BOND THE STATE OF TEXAS § r § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § Colonial American Casualty and Surety Company and Fidelity and Deposit Company That we,(1)STABILE &WINN,INC, as Principal herein,and(2) of Maryland { a corporation organized and existing under the laws of the State of(3)Maryland as surety, are S {reld and firnnly bound unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties, 1 Texas, Obligee herein, in the amount of ONE MILLION NINE HUNDRED FORTYFOUR THOUSAND TWO E HUNDRED FIFTY THREE. .05/100 Dollars ($1,444,253.05) for the I payment whereof, the said Principal and Surety bind themselves and their heirs, executors, administrators, successors and assigns,jointly and severally,firmly by these presents: r WHEREAS, the Principal has entered into a certain written contract with the Obligee dated the 15 day of f ' AUGUST ,2006,which contract is hereby referred to and made a part hereof as if fully and to the same extent as if copied at length,for the following project: I PAVEMENT RECONSTRUCTION and WATER and SANITARY SEWER REPLACMENT on 4 PORTIONS of NORTH CHANDLER DRIVE,DAISY LANE HONEYSCKLE AVENUE,GOLDENROD AVENUE and MARIGOLD AVENUE NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal { shall faithfully male payment to each and every claimant(as defined in Chapter 2253,Texas Government Code, as i emended)supplying labor or materials in the prosecution of the work under the contract,then this obligation shall be void;otherwise,to remain in full force and effect. h PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said sCatute,to the sante extent as if it were copied at length herein. 4 IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the Surety have executed this instrument. SIGNED and SEALED this 15 day of, AUGUST, 2006. a i STABILE & WINN, INC PRINCIPAL r ATTEST: BY r ( Name: Jerry Henderson _ (Principal) Secretar ' Title: Vice-President (S ) Address: PO BOX 79380 FORT WORTH,TEXAS 76179 ess as to Principal Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland SURETY I ? ATTEST: BY, J Name: Tray Tucker Secretary Attorney in Fact (S E A L) Address: P o sox 2285 Ft Worth,_TX-_7611,3_ Witness as to 'Surety Telephone Number: 817/336-8520 NOTE: (1) Correct name of Principal (Contractor). k (2) Correct name of Surety. (3) State of incorporation of Surety Telephone number of surety must be stated. In addition, an original copy of Power of Attorney shall be attached to Bond by the Attorney-in-Fact. M The date of bond shall not be prior to date of Contract. F 0 E i i k f Bond #PRF08848788 �. MAINTENANCE BOND 'r THE STATE OF TEXAS k 4 COUNTY OF TARRANT 1. Colonial American Casualty and Surety That STABILE &WINN,_INC ("Contractor"), as principal, and Company ofand Marylandy and Deposit k , a corporation organized under the laws of the State of Maryland , ("Surety"), do hereby acknowledge themselves to be held and hound to pay unto the City of tort Worth, a Municipal I Corporation chartered by virtue of Constitution and laws of the State of Texas, ("City") in Tarrant County, Texas, the sum of ONE MILLION NINE HUNDRED FORTYFOUR THOUSAND TWO IHUNDRED FIFTY THREE...................................................................................................05/100 Dollars ($1,944,253.05), lawful money of the United States, for payment of which sum well and truly be made unto said City and its successors, said Contractor and Surety do hereby bind themselves, their heirs, k • ! executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however, that: ` WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort f Worth, dated the 15 of AUGUST , 2006, a copy of which is hereto attached and made a part hereof, k for the performance of the following described public improvements: PAVEMENT RECONSTRUCTION and WATER and SANITARY SEWER REPILACMENT on PORTIONS of NORTH CHANDLER DRIVE, DAISY LANE, HONEYSCKLE AVENUE,GOLDENROD_ AVENUE and MARIGOLD AVENUE the same being referred to herein and in said contract as the Work and being designated as project 4 number(s) 00149 and said contract, including all of the specifications, conditions, addenda, change orders and written instruments referred to therein as Contract Documents being incorporated herein and being made a part hereof; and, WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during a period of after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of Two (2) years; and WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in part at any time within said period, if in the opinion of the Director of the City of Fort Worth Department of Engineering, it be necessary; and, 3 " ' WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to r repair or reconstruct said Work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to F maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise, this Bond shall be and remain in full force and effect, and the City shall have and recover from Contractor and Surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each of which j shall be deemed an original, this 15 day of AUGUST, A.D. 2006. r' ATTEST: STABILE &WINN, INC r (S E A L) Contractor By: Secretary N e: ry Henderson Title: Vice-President i I Colonial American Casualty and Surety Company and Fidelity and Deposit Company of Maryland ` WITNESS: (S E A L) Surety I - __ By. • Name: Tracy cker Title: Attorney-in-Fact Ir { P 0 Box 2285 Pt Worth, TX 76113 ' r l Address f Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY ANIS SURETY COMPANY KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,corporations of the S �aryland,by FRANK E. MARTIN JR.,Vice President,and GREGORY E.MURRAY,Assistant Secre S thority granted by Article Vl, Section 2,of the By-Laws of said Companies,which are se t r se si f and are hereby certified to be in full force and effect on the date hereof,do ,co d racy TUCKER, Tobin TUCKER and W.Lawrence BROWN, (} xa q nd lawful agent and Attorney-in- Fact,to make,execute,seal and deliver i alf act and deed: any and all bonds and undertakings,EXCEPT b s_I@ nd to s,Community Survivors and Community Guardians. and th " o c h s . gs in pursuance of these presents,shall be as binding upon said Companies,as fully purposes,as if they had been duly executed and acknowledged by the regularly elected o C ny at its office in Baltimore,Md.,in their own proper persons. This power of attorney revokes that issued o of Tracy TUCKER,Tobin TUCKER,W.Lawrence BROWN,dated May 30,2003. The said Assistant Secretary does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article VI, Section 2,of the By-Laws of said Companies,and is now in force. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seals of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY,this 11th day of October,A.D.2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND COLONIAL AMERICAN CASUALTY AND SURETY COMPANY *�Aeo 06d� By: Gregory E.Murray Assistant Secretary Frank E.Martin Jr. Vice President State of Maryland1 ss: City of Baltimore f On this lith day of October, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came FRANK E. MARTIN JR., Vice President, and GREGORY E. MURRAY, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Companies aforesaid,and that the seals affixed to the preceding instrument is the Corporate Seals of said Companies, and that the said Corporate Seals and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. IXS 4 O R Jyq�Oro v�wxaowry Rim-5.v.wJ� Dennis R.Hayden Notary Public My Commission Expires: February 1,2009 j POA-F 168-2829 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2.The Chairman of the Board,or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidcnts specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." EXTRACT FROM BY-LAWS OF COLONIAL AMERICAN CASUALTY AND SURETY COMPANY "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power,by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the respective By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,and the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990 and of the Board of Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of May, 1994. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seals of the said Companies, this 15th day of August: 2006 Ala Assistant Secretary TUCKER AGENCY, LTD, Bonds and Insurance 2005 White SektIaMent Road Fort Worth. texos 76107 (617) 336-8520 I Fidelity and Deposit Company of.Maryland Home Office:P.O.Box I227,Baltimore,MD 21203-1227 IMPORTANT NOTICE To obtain information or make a complaint: t You may call the Fidelity and Deposit Company of Maryland, Colonial American Casualty and Surety Company, and/or Zurich AmeAcan Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-654-5155 You may contact the Texas Department of Insurance to obtain information,on companies, coverages, rights, or complaints at: 1-800-252--3439 You may write the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 FAX# (512) 475.1771 r PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning the premium or about a claim, you should first contact Fidelity and Deposit Company of Maryland or Colonial j American Casualty and Surety Com' pany. If the dispute is not resolved, you may contact the Texas Department of Insurance. i ATTACH THIS NOTICE TO YOUR POLICE': This notice is for information only and does not become apart or condition of the attached document. f� S8543KTx)(08/01) 1 .i F CITY OF FORT WORTH,TEXAS CONTRACT THIS STATE OF TEXAS KNOW ALL BY THESE PRESENTS COUNTY OF TARRANT This agreement made and entered into this the 15 day of AUGRUST A.D., 2006,by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters within said City on the 11'11 day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort Worth being hereinafter termed Owner, STABILE & W1NN, INC,HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: 1. That for and in consideration of the payments and agreements hereinafter mentioned to be made and performed by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and complete the construction of certain improvements described as follows: PAVEMENT RECONSTRUCTION and WATER and SANITARY SEWER REPLACMENT on PORTIONS of NORTH CHANDLER DRIVE,DAISY LANE,HONEYSCKLE AVE_NUE,GOLDENROD AVENUE and MARIGOLD AVENUE i 2. That the work herein contemplated shall consist of furnishing as an independent contractor all labor, tools, appliances and materials necessary for the construction and completion of said project in accordance with the flans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. 3. The Contractor hereby agrees and binds himself to commence the construction of said work \A11ithin ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. i i 4. The Contractor hereby agrees to prosecute said work with reasonable diligence after the cominencernent thereof and to fully complete and finish the same ready for the inspection and approval of the Department of Engineering of the City of Fort Worth and the City Council of the City of Fort Worth within a period of 260 days_ If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of$420 Per working day,not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. 5. S Should the Contractor fail to begin the work herein provided for within the time herein fixed or to cavy on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price or prices set forth in the said plans and specifications made a part hereof, the Contractor and/or its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. 6 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anF such in'u damage or death is caused, in whole or in part, by the negligence or alleged ne li ence o Owner, its officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the teens and conditions of this Contract, whether or not arty such injury or_damage is caused in whole or in part by the negligence or alleged negligence of Owner, its o acers servants or employees.. ? hi the event Owner receives a written claim for damages against the Contractor or its subcontractors prior lo final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. T The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the faithful performance of the terms and stipulations of the Contract and for the payment to all claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the form included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and inade a part hereof. Payment will be made in a ntonthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount(including/excluding) alternates R//a, shall be ONE MILLION NINE HUNDRED FORTYFOUR THOUSAND TWO HUNDRED FIFTY THREE.....................................................................................................................................05/100Dollars, ($1,944,253.05). 9. It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. 10. The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is el.assified, pron-tulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. 11. It is mutually agreed and understood that this agreement is made and entered into by the parties ihereto with references to the existing Charter and Ordinances of the City of Fort Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in S cotulterparts in its name and on its behalf by the City Manager and attested by its Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has executed this instrument through its duly authorized officers in 8 counterparts with its corporate seal attached. Done in Fort Worth,Texas,this the 15 day of AUGRUST,A.D., 2006. I a RECOMMENDED: CITY OF FORT WORTH BY: DIRECTOR, DEPARTMENT OF CITY MANAGER ENGINEERING APPROVED: p--� Marc A. Ott,Assistant City Manager 'I,ItANSPORTATION/PUBLIC WORKS D I RECTOR ATTEST: STABILE& WINN,INC PO BOX 79380 FORT WORTH,TEXAS 76179 CONTRACTOR CITY SECRETARY (SEAL) Con act Aut r i zMt iOu BY: Date Jerry Henderson, Vice--President TITLE APPROVED AS TO FORM AND P 0 Box 79380 Saginaw, TX 76179-0380 LEGALITY: ' ADDRESS ASS' C A O •Y November 1960 Revised May 19$6 Ell Revised September 1992 - 15 - SOIL TEST REPORTS 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: YEAR TWO-2004 CIP NEIGHBORHOOD IMPROVEMENTS DOE NO. : 4697 FUND CODE: 01 02 HOLE # 1 LAB NO: 59195 LOCATION: 2605 MARIGOLD AVE. S/4 1 . 50" HMAC 4 . 00" ROCKS & GRAVEL 3. 75" SANDY, ROCKS & GRAVEL 12 . 00" GRAYISH BROWN SANDY CLAY ATTERBURG LIMITS : LL: 32 . 1 PL: 16. 8 PI : 15. 3 SHRKG: 8 . 0% MUNSELL COLOR CHART: 10YR 7/4 VERY PALE BROWN CLAY UNIT WEIGHT: 132 . 0 #/CFT HOLE # 2 LAB NO: 59196 LOCATION: 2737 MARIGOLD AVE. C/4 1 . 75" HMAC 3 . 25" ROCKS & GRAVEL 4 . 00" SAND, ROCKS & GRAVEL 5 . 00" BROWN SANDY CLAY W/ROCKS & GRAVEL 9 . 00" ORANGE BROWN SANDY CLAY ATTERBURG LIMITS : LL: 37 . 5 PL: 18 . 8 PI : 18 . 7 SHRKG: 12 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN CLAY UNIT WEIGHT: 132 . 0 #/CFT HOLE # 3 LAB NO: 59197 LOCATION: 2733 MARIGOLD AVE. N/4 3 . 00" HMAC 4 . 00" ROCKS & GRAVEL 14 . 00" SAND, ROCKS & GRAVEL ATTERBURG LIMITS: LL: 22 . 4 PL: 14 . 8 PI: 7 . 6 SHRKG: 3 . 0% MUNSELL COLOR CHART : 10YR 7/2 PINKISH GRAY SAND UNIT WEIGHT: 138 . 0 #/CFT HOLE # 4 LAB NO: 59198 LOCATION: 2745 MARIGOLD AVE. S/4 2 . 00" HMAC 5. 00" ROCKS & GRAVEL 14 . 00" SAND, ROCKS & GRAVEL ATTERBURG LIMITS: LL: 19. 2 PL: 14 . 3 PI: 5 . 9 SHRKG: 0. 0% MUNSELL COLOR CHART: 10YR 7/3 VERY PALE BROWN SAND UNIT WEIGHT: 133. 0 #/CFT r 2 HOLE # 5 LAB NO: 59199 LOCATION: 2807 MARIGOLD AVE. C/4 1 . 25" HMAC 4 . 25" ROCKS & GRAVEL 17 . 00" SAND & ROCKS ATTERBURG LIMITS: LL: 19 . 4 PL: 13 , 5 Pl : 5 . 9 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 7/4 VERY PALE BROWN SAND UNIT WEIGHT: 131 . 0 #/CFT HOLE # 6 LAB NO: 59500 LOCATION: 2819 MARIGOLD AVE. N/4 1. 00" HMAC 3. 00" ROCKS & GRAVEL 5 . 50" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 13 . 50" BROWN REDDISH SAND W/ROCKS ATTERBURG LIMITS : LL: 20 . 1 PL: 16. 3 PI : 3 . 8 SHRKG: 1 . 0% MUNSELL COLOR CHART: 7 . 5YR 5/4 BROWN SAND UNIT WEIGHT: 130 . 0 #/CFT HOLE # 7 LAB NO: 59201 LOCATION: 2909 MARIGOLD AVE. S/4 2. 50" HMAC 3. 75" ROCKS & GRAVEL 7 . 00" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 12. 00" TAN SAND W/ROCKS & GRAVEL ATTERBURG LIMITS: LL: 20 . 8 PL: 13 . 2 PI : 7 . 6 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 7/3 VERY PALE BROWN SAND UNIT WEIGHT: 135. 0 #/CFT HOLE 4" 8 LAB NO: 59202 LOCATION: 3011 MARIGOLD AVE. C/4 1 . 75" HMAC 4 . 00" ROCKS & GRAVEL 6. 00" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 11 . 00" SAND & ROCKS ATTERBURG LIMITS : LL: 21 . 0 PL: 15 . 9 PI: 5. 1 SHRKG: 4 . 0% MUNSELL COLOR CHART: 10YR 7/3 VERY PALE BROWN SAND UNIT WEIGHT: 132 . 0 #/CFT HOLE # 9 LAB NO: 59503 LOCATION: 3500 MARIGOLD AVE. N/4 2 . 00" HMAC 3 . 00" ROCKS 6. 50" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 12 . 00" SAND ATTERBURG LIMITS: LL: 19, 5 PL: 15 . 1 PI : 4 . 4 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 133 . 0 #/CFT r 3 HOLE # 1 LAB N0: 59204 LOCATION: 2600 HONEY SUCKLE S/4 2 . 00" HMAC 9. 00" ROCKS & GRAVEL 5 .25" SAND, ROCKS & GRAVEL ATTERBURG LIMITS: LL: 38 . 1 PL: 19 . 7 PI : 18 . 4 SHRKG: 12 . 0% MUNSELL COLOR CHART: 7 . 5YR 6/4 LIGHT BROWN CLAY UNIT WEIGHT: 133 , 0 #/CFT HOLE # 2 LAB NO: 59205 LOCATION: 2620 HONEY SUCKLE C/4 4 . 00" HMAC 3.25" ROCKS & GRAVEL 15 . 00" SAND, ROCKS & GRAVEL ATTERBURG LIMITS: LL: 18 . 0 PL: 10. 8 PI : 7 .2 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 7/3 VERY PALE BROWN SAND UNIT WEIGHT: 146. 0 #/CFT HOLE # 3 LAB NO: 59206 LOCATION: 2721 HONEY SUCICLE N/4 3 . 75" HMAC 4 . 50" ROCKS & GRAVEL 16. 00" ROCKS, SAND & GRAVEL ATTERBURG LIMITS: LL: 20. 7 PL: 14 . 0 PI : 6. 7 SHRKG: 1 . 0% MUNSELL COLOR CHART: 10YR 7/4 VERY PALE BROWN SAND UNIT WEIGHT: 144 . 0 #/CFT HOLE # 4 LAB NO: 59207 LOCATION: 2740 HONEY SUCKLE S/4 9. 50" HMAC 12 . 00" SAND ATTERBURG LIMITS : LL: 19 . 9 PL: 12 . 0 PI : 7 . 9 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 6/3 PALE BROWN SAND UNIT WEIGHT: N/A #/CFT HOLE # 5 LAB NO: 59208 LOCATION: 2900 HONEY SUCKLE C/4 1 . 50" HMAC 4 .25" ROCKS & GRAVEL 6. 00" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 12 . 00" SAND ATTERBURG LIMITS: LL: 17 . 7 PL: 10 . 2 PI : 7 . 5 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 7/2 LIGHT GRAY SAND UNIT WEIGHT: 132 . 0 #/CFT 4 HOLE # 6 LAB NO: 59209 LOCATION: 3000 HONEY SUCKLE N/4 3. 00" HMAC 3. 25" ROCKS & GRAVEL 6. 00" SAND 10. 00" REDDISH, ORANGE SANDY CLAY ATTERBURG LIMITS : LL: 32 . 4 PL: 17 . 6 PI: 14 . 8 SHRKG: 8 . 0% MUNSELL COLOR CHART: 7 . 5YR REDDISH YELLOW SANDY CLAY UNIT WEIGHT: 138 . 0 #/CFT HOLE # 7 LAB NO: 59210 LOCATION: 3012 HONEY SUCKLE S/4 3. 75" HMAC 3 . 25" ROCKS & GRAVEL 5 . 50" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 12. 50" SAND ATTERBURG LIMITS: LL: 18 . 0 PL: 10 . 4 PI: 7 . 6 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 144 . 0 #/CFT HOLE # 8 LAB NO: 59211 LOCATION: 3000 HONEY SUCKLE N/4 4 . 00" HMAC 5. 00" ROCKS & GRAVEL 11 . 00" REDDISH BROW SANDY CLAY ATTERBURG LIMITS: LL: 19. 5 PL: 11 . 8 PI : 7 . 7 SHRKG: 5 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 146. 0 #/CFT HOLE # I LAB NO: 59212 LOCATION: 2800 DAISY LN.S/4 4 . 50" HMAC 4 . 25" ROCKS & GRAVEL 10 . 00" GRAY SANDY CLAY W/ROCKS & GRAVEL 6. 00" ORANGE BROWN SANDY CLAY W/ GRAVEL ATTERBURG LIMITS: LL: 39. 9 PL: 20. 1 PI : 19. 8 SHRKG: 13 . 00 MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWIS BROWN CLAY UNIT WEIGHT: 146. 0 #/GFT HOLE # 2 LAB NO: 59213 LOCATION: 2812 DAISY LN. C/4 4 . 00" HMAC 4 . 00" ROCKS & GRAVEL 13. 00" ORANGE, BROWN SANDY CLAY ATTERBURG LIMITS: LL: 24 . 5 PL: 13 . 7 PI : 10 . 8 SHRKG: 4 . 0% MUNSELL COLOR CHART: 10YR 5/4 YELLOWISH BROWN SANDY CLAY UNIT WEIGHT: 146. 0 #/CFT 5 HOLE # 3 LAB NO: 59214 LOCATION: 2909 DAISY IN. N/4 3 . 50" HMAC 4 . 00" ROCKS & GRAVEL 5. 25" BROWN SANDY CLAY W/ROCKS & GRAVEL 12 . 00" REDDISH ORANGE BROWN SANDY ATTERBURG LIMITS: LL: 36. 1 PL: 18 . 0 PI : 18 . 1 SHRKG: 12 . 0% MUNSELL COLOR CHART: 7 . 5YR 6/6 REDDISH YELLOW CLAY UNIT WEIGHT: 142 . 0 #/CFT HOLE # 1 LAB NO: 59215 LOCATION: 3000 GOLDEN ROD AVE. S/4 3 . 75" HMAC 6. 00" ROCKS & GRAVEL 6. 50" BROWN SANDY CLAY W/ ROCKS & GRAVEL 6. 00" ORANGEISH BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 26. 3 PL: 14 . 1 PI : 12 .2 SHRKG: 6. 0o MUNSELL COLOR CHART: 7 . 5YR 6/4 BROWN SANDY CLAY UNIT WEIGHT: 144 . 0#/CFT HOLE # 2 LAB NO: 59261 LOCATION: 3013 GOLDEN ROD AVE. C/4 6. 00" HMAC 3 . 00" ROCKS & GRAVEL 8 . 00" BROWN SANDY CLAY W/ROCKS & GRAVEL ATTERBURG LIMITS : LL: 38 . 1 PL: 20. 0 PI : 18 . 1 SHRKG: 12 . 0% MUNSELL COLOR CHART: 7 . 5YR 6/8 REDDISH YELLOW CLAY UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 59217 LOCATION: 3029 GOLDEN ROD AVE.N/4 4 . 00" HMAC 8 . 25" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 12 . 00" LIGHT BROWN SANDY CLAY W/ GRAVEL ATTERBURG LIMITS: LL: 39. 3 PL: 19. 1 PI : 20.2 SHRKG: 12 . 0% MUNSELL COLOR CHART: 10YR 7/4 VERY PALE BROWN CLAY UNIT WEIGHT: 146. 0 #/CFT HOLE # 1 LAB NO: 59218 LOCATION: 251S OF GOLDEN ROD @ N. CHANDLER C/4 6. 00" HMAC 2 . 00" REDDISH BROWN SANDY CLAY W/ROCKS & GRAVEL 13. 00 BROWN SANDY CLAY , ATTERBURG LIMITS : LL: 19. 9 PL: 12 . 9 PT: 7 . 0 SHRKG: 2 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: N/A #/CFT f 6 HOLE # 1 LAB NO: 59219 LOCATION: 251N. OF SPRINGDALE @ N. CHANDLER W/4 3 . 00" HMAC 7 . 00" DAMAGED (227) CONCRETE 12 . 00" ORANGISH BROWN SANDY CLAY ATTERBURG LIMITS : LL: 20 . 2 PL: 14 . 5 PI: 5. 7 SHRKG: 1 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 138 . 0 #/CFT HOLE # 2 LAB NO: 59220 LOCATION: 2017 N.CHANDLER C/4 7 . 75" HMAC 3 . 00" ROCKS & GRAVEL 13. 0" DARK BROWN SANDY CLAY W/GRAVEL ATTERBURG LIMITS: LL: 19. 1 PL: 10 . 1 PI : 9. 0 SHRKG: 0 . 0% MUNSELL COLOR CHART: 10YR 5/3 BROWN SANDY CLAY UNIT WEIGHT: N/A #/CFT HOLE # 3 LAB NO: 59221 ZOCATION: 251S. OF SELMA @ N. CHANDLER E/4 8 . 50" HMAC 13 . 00" ORANGISH SANDY CLAY W/ROCK & GRAVEL ATTERBURG LIMITS: LL: 17 . 0 PL: 12. 0 PI : 5. 0 SHRKG: 1 . 0% MUNSELL COLOR CHART: 10YR 5/4 YELLOWISH BROWN SAND UNIT WEIGHT: N/A #/CFT APPROVAL: RYAN JERI ROUTING DATE TESTED: 09-30--05 ABE CALDERON DATE REPORTED: 11-14-05 VICTOR TORNERO TESTED BY: SOIL LAB FILE i 1 CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR ' TEST HOLE AND PLASTICITY INDEX PROJECT: YEAR TWO-2004 CIP NEIGHBORHOOD IMPROVEMENTS DOE NO. : 4697 FUND CODE: 01 02 HOLE # 1 LAB NO: 60709 LOCATION: 301W OF N.RIVERSIDE @ SEH ST. N/4 3. 75" HMAC 6. 50" BROWN SANDY CLAY W/ROCKS & GRAVEL 3. 25" ROCKS 7 . 00" ORANGISH BROWN SANDY CLAY W/ROCKS & GRAVEL - ATTERBURG LIMITS: LL: 18 . 6 PL: 14 . 4 PI: 4 .2 SHRKG: 3 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 144 . 0 #/CFT HOLE # 2 LAB NO: 60710 LOCATION: 2301W. OF N.RIVERSIDE @ SELMA ST. C/4 4 . 00" HMAC 6. 00" BROWN SANDY CLAY W/ROCKS & GRAVEL 3 . 00" ROCKS & GRAVEL 8 . 25" GRAYISH BROWN SANDY CLAY ATTERBURG LIMITS : LL: 24 . 1 PL: 16. 1 PI : 8 . 0 SHRKG: 4 . 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 146. 0 #/CFT HOLE # 3 LAB NO: 60711 LOCATION: 251E. OF N.CHANDLER @ SELMA ST. S/4 4 . 00" HMAC 6. 75" BROWN SANDY CLAY W/ROCKS & GRAVEL 10 . 25" ORANGISH BROWN SANDY CLAY W/ ROCKS & GRAVEL ATTERBURG LIMITS: LL: 21 . 1 PL: 16. 1 PI : 5. 0 SHRKG: 1. 0% MUNSELL COLOR CHART: 10YR 6/4 LIGHT YELLOWISH BROWN SAND UNIT WEIGHT: 146 . 0 #/CFT APPROVAL: RYAN JERI ROUTING DATE TESTED: 11-10-05 ABE CALDERON DATE REPORTED: 11-16-05 VICTOR TORNERO TESTED BY: SOIL LAB FILE i I I I i C I C 3 i I T 5 I 1 a 7 i I F F 1V